HomeMy WebLinkAboutWPO201400042 Plan - E&S 2014-06-303
v
VI
0
00
0
N
N
W
i
c
a)
E
c
0
E
Q
c
v
4
0
c�
N
0
06
_o
M
N
i
m
2
0
E
Q
I
a�
Y
0
N
i
E
GENERAL NOTES:
1. FIRE FLOW CAPACITY FROM NEAREST EXISTING PUBLIC
HYDRANT IS 3375 GPM +/— AT 20 PSI RESIDUAL.
2. BACKFLOW PREVENTION IS REQUIRED.
3. STORMWATER MANAGEMENT QUANTITY AND QUALITY CONTROLS
FOR AVEMORE PHASE III ARE PROVIDED IN THE EXISTING STORMWATER
MANAGEMENT FACILITY CONSTRUCTED WITH AVEMORE PHASE I FOR
THE PURPOSE OF SERVING STORMWATER MANAGEMENT FOR PHASES I —IV.
4. PROJECT SITE IS NOT WITHIN A RESERVOIR WATERSHED.
5. THE AVEMORE PHASE III AND FUTURE PHASE IV PROJECT SITES HAVE
BEEN SUBDIVIDED AS PER THE APPROVED PLAT TITLED "BOUNDARY
LINE ADJUSTMENT— VILLAGE OF PANTOPS— LOT 17C & DIVISION OF
THE PROPERTY OF AVEMORE LLC— PARCEL B ".
6. MINOR SITE PLAN AMENDMENT NUMBER SDP 2008 -00184 AMENDS
SDP - 2007 -0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) PHASE LINE FOR PHASE IIIA AND IIIB
b) SIZE OF BUILDING No.1 WAS DECREASED
7. MINOR SITE PLAN AMENDMENT NUMBER SDP 2009 -00052 AMENDS
SDP - 2007 -0074 AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) LANDSCAPING AND SIDEWALK AROUND BUILDING
b) MODIFIED DUMPSTER PAD DETAIL
c) REMOVE AND REPLACE EXISTING DYING TREE
8. MINOR SITE PLAN AMENDMENT NUMBER SDP 2014 -00027 AMENDS
AVEMORE PHASE III FINAL SITE PLAN AND CHANGES MADE ARE:
a) SIZE OF BUILDING No. 2 WAS ADJUSTED
b) SIDEWALK AND HARDSCAPING HAS BEEN ADJUSTED
c) LANDSCAPING HAS BEEN ADJUSTED
9. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND
HANDICAPPED RAMPS SHALL COMPLY WITH THE "2010 ADA STANDARDS FOR
ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15,
2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES
SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE
INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST
ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER.
INDEX OF SHEETS
AVEMORE, LLC
PHASE IIIB - EROSION AND SEDIMENT CONTROL PLAN
DRAWING NO.
SHEET
NO.
TITLE
CS -1
1
OF
15
COVER SHEET
C -1
2
OF
15
GENERAL NOTES
C -2
3
OF
15
GENERAL NOTES & PROPERTY INFORMATION
C -3
4
OF
15
MASTER PHASING PLAN
C -4
5
OF
15
EXISTING CONDITIONS & DEMOLITION PLAN
C -5
6
OF
15
SITE LAYOUT AND GRADING PLAN
C -6
7
OF
15
UTILITY PLAN
C -7
8
OF
15
SANITARY SEWER PLAN AND PROFILE — WATERLINE PROFILE
C -8
9
OF
15
STORM DRAIN PROFILES, CALCULATIONS & DRAINAGE AREAS
C -9
10
OF
15
EROSION & SEDIMENT CONTROL PLAN
C -10
11
OF
15
EROSION & SEDIMENT CONTROL NARRATIVE
C -11
12
OF
15
EROSION & SEDIMENT CONTROL DETAILS
C -12
13
OF
15
LANDSCAPE PLAN
C -13
14
OF
15
PHOTOMETRIC PLANS AND DETAILS
C -14
15
OF
15
PROPOSED DIVISION OF PROPERTY PLAT
ABBREVIATIONS
AFF
ABOVE FINISHED FLOOR
NIC
NOT IN CONTRACT
AHD
AHEAD
NTS
NOT TO SCALE
BC
BACK OF CURB
O.C.
ON CENTER
BF
BLIND FLANGE
PE
POLYETHYLENE
BM
BENCH MARK
PROP
PROPOSED
BK
BACK
PVC
POLYVINYL CHLORIDE
C/C
CENTER TO CENTER
r
RADIUS
C & G
CURB & GUTTER
R
RISER
CIP
CAST IRON PIPE
RCP
REINFORCED CONCRETE PIPE
2 SERVICE SINKS
CENTER LINE
REQ'D
REQUIRED
C.L.
CHAIN LINK
RESTR
RESTRAINED
CMP
CORRUGATED METAL PIPE
RT
RIGHT
CO
CLEAN OUT
R/W
RIGHT OF WAY
CONC
CONCRETE,
SAN
SANITARY
CY
CUBIC YARDS
SHC
SEWER HOUSE CONNECTION
DIA
DIAMETER
SQ
SQUARE
DIP
DUCTILE IRON PIPE
ST
STORM
EL
ELEVATION
STA
STATION
ELEC
ELECTRIC
STD
STANDARD
EX OR EXIST
EXISTING
SW
SIDEWALK
FDC
FIRE DEPARTMENT CONNECTION
TBA
TO BE ABANDONED
FF
FINISHED FLOOR
TBR
TO BE REMOVED
FH
FIRE HYDRANT
TC
TOP OF CURB
HB
HORIZONTAL BEND
TYP
TYPICAL
HC
HANDICAP
UG
UNDERGROUND
INV
INVERT
LION
UNLESS OTHERWISE NOTED
IPS
IRON PIN SET
VESCH
VA. E &S CONTROL HANDBOOK
IPF
IRON PIN FOUND
WL
WATERLINE
JB
JUNCTION BOX
WT
WATERTIGHT
LF
LINEAR FEET
WW
WOVEN WIRE
LT
LEFT
YDS
YARDS
MH
MANHOLE
6"V
6" VALVE
NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN.
2. ALL ABBREVIATIONS AND SYMBOLS SHOWN MAY NOT BE USED.
1 1 ADDRESS COUNTY COMMENTS
NO.
SHEET REVISION
RU 16/10/14
BY I DATE I NO.
ALBEMARLE COUNTY, VIRGINIA
MINOR SITE PLAN AMENDMENT # -SDP 2014 -XXXX
TO AMEND MINOR SITE PLAN AMENDMENT #2 -SDP 2009 -00052
OVERALL PARKING TABULATION AVEMORE PHASE I, II &
PHASE I
4,300
PARKING REQUIRED: 489
= 489 SPACES
PARKING PROVIDED (PHASE I SITE PLAN)
= 507 SPACES
NUMBER OF SPACES DELETED FROM PHASE I
F
IN ORDER TO CONSTRUCT PHASE II
= 5 SPACES
SUB TOTAL PHASE I PARKING
= 502 SPACES
PARKING PROVIDED (PHASE II SITE PLAN)
= 20 SPACES
TOTAL SPACES PROVIDED IN PHASE I
= 522 SPACES
PHASE it
29,098
92 UNITS @ 1.25 SPACES PER UNIT
= 115 SPACES
4 EMPLOYEES @ 1 SPACE /EMPLOYEE
= 4 SPACES
TOTAL PARKING REQUIRED
= 119 SPACES
ON —SITE PARKING PROVIDED
= 108 SPACES
OFF —SITE PARKING PROVIDED (IN PHASE 1)
= 11 SPACES
TOTAL PARKING PROVIDED
Ml 1 A f+t' 111
= 119 SPACES
COMMERCIAL — OFFICE
REQUIRED
1 SPACE PER 200 NET S.F.
10,000 GROSS S.F.
80% OF GROSS = 8,000 NET S.F.
8000/200 = 40
REQUIRED PARKING: 40 SPACES
COMMERCIAL— RETAIL
REQUIRED:
1 SPACE PER 100 NET S.F. FOR FIRST 5,000 S.F.
1 SPACE PER 200 NET S.F. FOR OVER 5,000 S.F.
10,000 GROSS S.F.
80% OF GROSS = 8,000 NET S.F.
5000/100 = 50
3000/200 = 15
REQUIRED PARKING = 50 +15 = 65
TOTAL REQUIRED PARKING = 40 +65 = 105
TOTAL PHASE III PARKING REQUIRED: 105 SPACES
PHASE III PARKING PROVIDED:
STANDARD SPACES: 69
HANDICAP SPACES: 4
TOTAL PARKING PROVIDED: 73
SUMMARY PHASE I & II & ill
TOTAL NUMBER SPACES REQUIRED PHASE I, II & III- 489 +119 +105 =713
NUMBER SPACES PROVIDED PHASE I, II & III - 522 +119 +73 =714
*CROSS PARKING AGREEMENT HAS BEEN RECORDED.
SHEET REVISION
ORIGINAL SDP - 2007 -00074
SDP - 2014 -00027
20
o N
Q'
0
a_
Q
z
0
v~i SITE LOCATION
FONTANA DRIVE
AV 0 E
yy�L ONTA VERONA DRIVE
FAR
BU 250
250 PAVILIONS AT
TOPS
ROLKIN ROAD
CANTERBURYR
64
Monticello
TH OF "w�
l�
BY DATE
� , ONAL
A ♦ 1�
VICINITY MAP
1 " =2000'
STORMWATER MANAGEMENT IS ATTAINED THROUGH THE EXISTING
STORMWATER RETENTION FACILITY THAT WAS CONSTRUCTED DURING
AVEMORE PHASE I FOR THE PURPOSE OF SERVING STORMWATER
MANAGEMENT FOR PHASES I -IV.
SEE APPROVED SITE PLAN "AVEMORE APARTMENTS, L.P. AVEMORE - PHASE I"
SITE DATA:
OWNER /APPLICANT /DEVELOPER:
(BUILDING NO. 2)
OWNER:
(BUILDING NO. 1)
ENGINEER:
SOURCE OF SURVEY:
SOURCE OF TOPOGRAPHY:
COUNTY, STATE:
MAGISTERIAL DISTRICT:
TAX MAP REFERENCE:
ZONING:
SETBACK REQUIREMENTS:
MAXIMUM STRUCTURE HEIGHT:
EXISTING USES:
PROPOSED USES:
TRASH:
PHASE III AREA
NO. OF BUILDING PADS
SQ. FT.
COMMERCIAL UNITS
MAXIMUM NO. OF EMPLOYEES:
LAND USE SCHEDULE:
FIXTURES:
W— ENGINEERS
SURVEYORS
PLANNERS
.ASSOCIATES
PO Box 4119 3040 Avemore Square PI
Lynchburg, VA 24502 Charlottesville, VA 22911
Phone 434 316 6080 Phone. 434 984 2700
www wwassociates net
KE AVEMORE COMMERCIAL, LLC
703 EAST JEFFERSON STREET
CHARLOTTESVILLE, VA 22902
(434) 293 -5595 OFFICE
(434) 979 -1346 FAX
EMAIL: MARTIN @KLINGELENTERPRISES.COM
AVEMORE EXTENDED, LLC c/o WW ASSOCIATES, INC
1179C VISTA PARK DRIVE
FOREST, VA 24551
(434) 984 -2700
ATTN: HERBERT F. WHITE III, P.E.
EMAIL: HWHITE @WWASSOCIATES.NET
WW ASSOCIATES, INC
3040 AVEMORE SQUARE PLACE
CHARLOTTESVILLE, VA 22911
(434) 984 -2700
ATTN: HERBERT F. WHITE III, P.E.
EMAIL: HWHITE @WWASSOCIATES.NET
WW ASSOCIATES, INC.
WW ASSOCIATES, INC. COMPLETED FEBRUARY 6, 2014
ALBEMARLE COUNTY, VA
R IVAN NA
EXISTING:
788 -03 -1, 7813-03 -11D AND 78 -581
R15; ENTRANCE CORRIDOR OVERLAY DISTRICT
ZMA- 2000 -010
SP- 2006 -69
SP- 2006 -70
ZMA- 2006 -021
SP- 2006 -044
SDP- 2007 -00074
SDP - 2009 -00052
FRONT — 25'
SIDE — 15'
REAR — 20'
MAXIMUM ALLOWABLE STRUCTURE HEIGHT — 65'
PROPOSED MEAN BUILDING HEIGHT — 29'
COMMERCIAL /OFFICE & RETAIL � -APPROVED
by the Albemarle County
COMMERCIAL /OFFICE & RETAIL Commu Dev-1 pment Department
ON —SITE DUMPSTER Date ;�
0.82 ACRES PHASE IIIA ( TMP- 78B -03 -1) rile 2D LLn7 Z
0.77 ACRES PHASE IIIB (TMP - 78B -03 -1 D)
0.30 ACRES (PORTION OF NEW PARCEL 132: TMP - 78B -03 -1)
1.89 ACRES TOTAL
2
4300 S.F. PER FLOOR X 2 FLOORS = 8,600 TOTAL SF BLDG. No. 1
5700 S.F. PER FLOOR X 2 FLOORS = 11,400 TOTAL SF BLDG. No. 2
TOTAL = 20,000 SF
RETAIL — 4300 + 5700 = (10,000 TOTAL S.F.)
OFFICE — 4300 + 5700 = (10,000 TOTAL S.F.)
w
l
EXISTING PROPOSED TOTAL
BUILDINGS (GROUND FLOOR)
4,300
SQ
FT
ROADS /PARKING
19,429
SQ
F
SIDEWALKS
2,157
SQ
FT
OPEN SPACE (WITHIN AVEMORE III)
16,688
SQ
F
IMPERVIOUS AREA
29,098
SQ
F
TOTAL 82328 SQ FT (1.89 AC.)
4,656
SQ
FT
BUILDING 1
AC.)
5.66%
9,905
5 LAVATORIES
FT
26,593
SQ
5 WATER CLOSETS
(0.61
AC.)
38.93%
2 SERVICE SINKS
SQ
FT
47,808
4 HOSE BIBS
FT
(1.10
AC.)
1 KITCHEN SINK
DESIGNED BY.
RU
DRAWN BY.
TO
DIHR BY:
DMJ
WWA NUMBER:
213108.02
PROJECT:
5,700
SQ
FT
10,000
SQ
FT
(0.23
AC.)
12.15%
8,173
SQ
FT
27,602
SQ
FT
(0.63
AC.)
33.53%
2,499
SQ
FT
4,656
SQ
FT
(0.11
AC.)
5.66%
9,905
SQ
FT
26,593
SQ
FT
(0.61
AC.)
38.93%
18,710
SQ
FT
47,808
SQ
FT
(1.10
AC.)
58.07%
FIXTURES ESTIMATES: BUILDING 2 (4 UNITS)
4 LAVATORIES 2 PER METER
4 WATER CLOSETS 2 PER METER
2 WATER FOUNTAINS 2 PER METER
2 SERVICE SINKS 2 PER METER
4 HOSE BIBS
BUILDING 2 NOTE:
FIXTURES COUNTS AND TYPES ARE ESTIMATES. ACTUAL FIXTURE
COUNTS ARE TO BE PROVIDED WHEN BUILDING PLUMBING DESIGN
IS COMPLETE; AND BEFORE CONSTRUCTION BEGINS. FINAL METER
SIZING TO BE DETERMINED AT THIS 11ME BY ACSA.
SET REV. NO.
AVEMORE, LLC 1
PHASE 111B-EROSION AND SEDIMENT CONTROL PLAN
ALBEMARLE COUNTY, VA DRAWING NUMBER:
TITLE:
COVER SHEET CS -1
FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER:
EnS_21310802C_CS.dwg CIVIL H: AS SHOWN 5/2/14 1 of 2
V. N/A
3
-v
U
VI
O
o_
N
W
c
q)
aci
4
G
O
Q;
cn
O
00
0
N
/
m
L
0
Q
I
Y
ao
0
M_
N
DRGP INLET -�_ I CCESS, GRAbING, DRAINAGE 7lI1U� hl
TOP =3IN ET & LANDSC- 1PEDEAS,L_,1T
DROP INLET -� \`i 1 DB =049 PC ' 0 R014b OPEN SPACE
;ITV rl',' =386 6 SIDEWALK ESMT TDII70 FOI\ITANA OWNERS
0511 HDPE)\ S87'40'07 °E 161 63'- 1/1 OUT =388 30 SICHT DIST ESP.1T '- �_
11\1+; OL,7=386 52 DB 2661 PG 319 (15" HDPE) ` S81'57'31 "E 161 9j'- _�___� ASSOCIATION \
PID -'SE -B
(15" -/DP-) �\ Ds 661 PG 319 I OVTlr A O. HERS D B 1896 P< 281
tiSS001AT;On1 1MG- STREET LIfJE AS SHOWN TAI 78E -B \
\; - i D3 1896 PG 281 II 1 [-ON PLAT, RECORDED IN _TONE R6
----- OVED R -6 I Dg-"3595 PC 85
DATTD 120 2003
2 20' PUBLIC
11I71 -- _
IP ___ _ -__ -_ 1 • - \- -�_ jE,LI �Jn'AR ( DRAINAGE ESMT c�
\ / i77 �— ��1! rBn!3595CPO185SNir 7 DB 2661 PG 319
/ - l
SS,` IH �_ ��r -�i DROP INLET
`--- r' 2G' ACSA SANITARY
> � � TOP =392 04 � -- -- -�. _ - �� ; _ -! /rte \_�l \_- � 1nIV IN= 390.48 , �
' T �` \ � -- ,f t SEWER EASEMENT c1
% >
Cl) > INV !N =381 50 (8" PVC) -- - - �\�\ \� ,_ / (15° RCP) P
INV OUT =381 36 (8" PVC) 5 _ �r I I ��� ��. ` ,� INV OUT = 396 21 DB 1 729 G 315
iJ
BSL BSL BS SP BSL \�____ _ $F 1 Vj, �., �/ �� P �(15° RCP)
�S LINE \ arPROXII�IATE /
DC TS LoCATOIN
15'_ 4 B� Cam_
R \ DROP !NLET� 1
PID 788 -03 -' �J - 3,3q S" % /
AVEMORE EXTENDED, LLC _Y -- JGt S G �� TOP = 1G0 9��
DB 3623 PG 689 h- P!D - 88 - -03- 13
INV IfJ =395 22 f
DROP InILET %r III ZOf;ED R -15 ' „ a= \ ' �� `�/ -(15' RCP)
-393 68 Ei v cr ( _� - I /
w n 3 ;- I \ INV OUT =395 c'
/ �fJ= �i� -- ✓ - -_�j - -- API" ii �'+ U �G O ���� �I ,� �� / /��'\
(15'j�!DPE)' ., �: > ',i `I BUILDING 1 11 i> �� SECTION
.'J\/ OUT' 385 72 I _ - I 8,600 S F -� c T I', ' i �' , i \ ION B -B
,�'5" HDPE) FF -398 OG I �` SF !; /' i / \
�- 7 ' ? SSMH ` - - ' I Ifs �� % / SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sedlment Control, and Va. DI
LO` 3F I / TOP =398 15 3`,3 �, = i /// 1 STORM MH � \
C� �� CGE - iNV IN =39? 33 (4' PVC) �', _ -� J �J/ II \�� / 1' ,_ _-INV „our =399 68 �,
Gc _ ,� INV ;N =392 33 (_1 ° P\/C)\ �� �! I /� (15 RCP) BENCI I< \
. D I I,�,,�' ION'JGE - i
INV IfJ =392 03 (8" PVC) I'' ` I ' \\lLJ) \ PAINTED `X' ON
�hI - -_ -- - -- I INV OUT =391 91 (8" PVC) \ � � ' '�' � � ' \ \ DI CORNER 101 2
I ` '�lo ' 1 � N 3901530 7869
\ lI J, n - S SF I �� ' € 'F ' I E 114983,55 6701
\ I, - v - -' O = Q-t� ; MISCELLANEOUS
r
% I I SIGN
i I' NEW TRENCH DRAIN 1 �25 F-i
l� M
v SHALL BE COVERED O
TOP= 39 -1 31 ✓ —T` -� - I IP
,'' _ -, \ �— DURING CONSTRUCTION ? W al a
--
iNV our =388 94 (a' P, C� I �'�- � �I_ -- > I II V` BUILDING 2
_1 -
� cn � BSL SL ' � r�, cn I p Io SF' -� . � � �, �- 15' POWER
k , r" -' sL i, 2 -STORY BUILDING t—
9 - BSL -� \ W °° 1 n
11,400 S.F. ESrti1T r
T� I CSA \ ��_ f I n o z w DB 2743
I
ACS (5,700 S.F. /FLOOR) ,, L \�
_ ACS m o I w PG 191
csA— -1_ ;Lsi��� -^- FF= 400.65 j 1' �� f'
50' PRIVATE ROAD
�; —ACSA AGSaI� J SAN iTARY - _ j, o -
Q
Fn 8' c��i c 3 �, _ - I ° w ACCESS EASE11EnIT
- _- }' ''q I, r7 MISCELLANEOUS
.LET
S
SAr�
SAM Sari u� 1� �0 �� I I T \��LAMP' SIGN STREET DROP
11
SAN
I DROP INLET / I 1 % ° I POST
(.- T<) �- 95 52 15' I i I E 0� a I �1 n1AME (15 RCP)
IJ�v.i (3l T =391 I2 (15viHDPE) _ , \!VX- \TlA \�ER L �1 D' _ �_ I iv I J' �I�� SIGN UGT �n I IfJI✓ OUT =403 03
t PI o BSL B - /V 1 UGi 17GE (15 RCP) /\
{i
_ \G —� �pHA� �i ` I �T �— `— UGE m
L� Ic \(i 1 v '`�t�_ to 'I i \' T IJ m
I I -1
/ I i A SA— AGS \ i �-r " -1 T o fqc 0' n V YIELD
ju
gSL� I st -AE �A -BS Afi I� \ i �%� -��I CJt 8 0 I i� I �/ SIGN IRRIG,4TION k \ \ \
'SL BSI_ I ; " ^, X r9 I In r FTFR f �\
CONTROL
IP
i I IANE Ili A , \ ' _ _I�� UGC'' �'. /' i I I o ( \ ' Box _ ` �\ ��
SS EASEMENT ACSA -T� IRE U/� �� /� z� II ri' �/ I IF r`' I I n 20' ACSA
\ 1 1 D3 359 PG 1 19 V L�-�`� _ }GE r T I - u _ oI �-' -'� WATER LINE ESNIT
STONE CONSTRUCTION ENTRANCE
70' MIN. EXISTING
A 3. PAVEMENT
5:1
, ..r•.c•r.�r..�•c•r.�rar•�r..r•• .•t•.r..c�r.•t•�
12' MIN,*
BERM
L VDOT X1 I I POSITIVE DRAINAGE
COURSE AGGREGATE B TO SEDIMENT
TRAPPING DEVICE
MUST * OF INGRESS FULL WIDTH PLAN VIEW
OF INGRESS AND EGRESS
10'
1T IN.
EXISTING
PAVEMENT
10' MIN,
RE;,-.,R��., ,,.,,...nom LKH11V Jf'MLL
SECTION A -A
SILT FENCE DROP INLET
PROTECTION
2 X 4' WOOD FRAME
\ \ \ \ \ \ \N
�\� ss ON
-��
1
3' MIN,
DROP INLET
F2
II`V /II �1, AT CORNERS
�r ��
PERSPECTIVE VIEWS
V MIN.
I I
ll
ELEVATION OF STAKE AND
FABRIC ORIENTATION DETAIL A
SPECIFIC APPLICA`T'ION
THIS METHOD OF INLET PROTEC'T'ION IS APPLICABLE WHERE THE
INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER
THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLOWS (NOT
EXCEEDING I C F S ) ARE 'TYPICAL THE METHOD SHALL NOT
APPLY TO INLE`T'S RECEIVING CONCENTRATED FLOWS, SUCH AS
IN STREET OR HIGHWAY MEDIANS
Plate 3.02 -1 SpURCE N C Eiosion and Sediment Conti of Planning and Design Nlanual, 1988
r
1 1 \
T•,'LS`, POST �`, UG �- / S`_ ,41 /tf' DB 661
- _ J,
E E �� /' T > =4OG 09 I V �" - - _ , / o v A Y 1
� \ I 1 / 1 0 PC 319 ACSA (�' ��
�(TYP) �t \ �_ UG �1 cAl 1 g / = PGs p,
�F EL \ [ \
1-b
NV If = 3N§\, �(4' E) 44 t t R \ �" - \ r
\�� i F3SL rr o��E1= 3/ � DROP INLET ` ; � BSL BS _ —j-
TOP=392 63 IRE I t iP s �/ Gfr ;VEL O % 't --
C q DROP NI E) / r - i - ?'^
INV IN =3B4 35 S\ \ \ 1 SUF ACE 7 7 i� \G�; E� _ r _ O �� \
c 3 I TOP =355 39 c a o r02 J S
15' HDPE) ^\
( I...O . 9 r
INV our =3a =121 -� '' \ � , , - � ACSA �ASENiEnrr \� ,p PLC pING _�-_�� �/ __. csA \
5' HDr ( 5 0
15" HDPE \ \ i -) Cpl_ 595 PG 719 SPA /LOA' ONE rS F3SV C B l O AGENE WAY
( ) \ �� In,
OUT �a5 ��• i o P E_ 2 1- sA_ - SIGN
�\
` C\ 1 SPAO _ c roe NYC T - '
IRS \ / 1 /SHAPED \� `; (1�" HDPE) DiVISIO' N ACSA V ATER- 3
i
t, rn LINE i Si), lr 7� �/ ,LIMIT, 0 1. MU . P }raj I ��i \
DUA'1PSTER �� + f 7 / , gSL ISTU BANC - F �P ONE
1 PAD �� �'?, 15' POWER � ESMT - DB 2661 PG 319 �'� �5 per, Q ! �;�� UG -,/�� r t, 0' P LIC 1c
\IIA� WITH nU \ w d lsr��' '/ '"!' -. }� WAY
FENCE DB 2743 PG 191 r CE ISP S\ /��LE G ` TE+- r' DRAIP A F ESMT
I �- �\ \ PL T \ F DB/2661 PG S 19 SIGN
PID 788 -05 -34
AVE,4 -TORE PH,1SE I +,' �'. 05 (� \'r / P5'
r �l - L Ci3 7 ` DR P IN' ET
AT CHARLOT,_�i,i_r LLC t,'`�,� Oj I T
DB 39=17 PC 1 ] 2- t ; n' '96.�a /' I //f - ,r', N��B pIP
ED R-'5 I ,1, I ,�. ` III I - oa \ U y— �/% CALVR 19
/ G � 6 PG 3
1, III pl W (1= �' (/ /�' �� \ ��r "�, r'��- a �fv �B 2( 1
f \ ( v1 �\- . -.\\\ ;NV uT -3L 9 9a \_
(15' HDPE) /T�
_ i U IS it
YP 'r , - = -� { p il/ \\ +' / pS\ / JJ`'✓ \ \�r�\ FE , `\-
r PRIVATE �-
\ I U; =393 39 I ^iJ� �., �� W PROPERTY i �' I r P� /� r- , �� F , r G=r PL` _ - _
—+ lf' M—� �� jtf'` „F T c i-' i"'-- `7 ,.' ,77'�r1 �E RG ^D I TJ-
-333 57 ,' �y "�� Q� �5��, �`,, / P '/ /� �� ,c P� -�j rat t r%� �-- -
\ r r i '( r I I �C ; � �� . /�f LSS E,�S�” I''IE ,
FCS� _ \� AGE '3]P�� D3 2661 ?C 31 r
TJ�= r01 6u
:=393 43
DROP rf' i ES'!" ��a �_,E3 zS `r-/ �\ ` C Tp ��� rh Sp/ �11 pE
p �- I �1
TOP =3911 3% P_ z.. ,,,C � C /\ / Jl P �I C\ / 1- P� / ' E \ T -393 43 I \ 1
INV ll \1 =333 ' - r� I, _ , ,F� �(� F�1 //� \\ f SP � �? \�/ \,`r \fs - P / I n I r - _P 1 ° �L — _5595 55
nIV In1 =383 1 I�' -��` ��L \ ��� r� F �, .SIT �� �C'� `=- �I I� 1 r v V ,DROP ,IILcT
(15" HDPE) ��\ \,� i /� / D �� \ / _�� \ I1 n I, ' 1 \ TOP -405 11
PI'v OUT =382 95 r' GSA\ c� /\tI ��ttD ROA P��'p/ P �\ \ 1'\ \��J _�, r , E f1 =39 =1 73
18" HD ?= �`\ e r / �/ PO1� /g5 / %� / \ �, �- _RO -T ,�
/ — a �T'�V ORE PpG�P P� �v 1 �. . =393 .� 1 =399 13 I 7
I ENt 5 / �� I _,' �) G I
A� D5359 P/ F / �� c� �I _T r -, , =396 71 (15
l STOP \ pG5 �C� TJ� J III (� _� I n GUT = 39 1 68
P �\�\ �R S a I 1' 11 RCP) P 1 " RCP)
ANQ < ASP/ �. Ca p1P�� / I. U C: =393 2-
(_ R
` STREET'' { I
21' PRIVATE ROAD _ _ �� V ?+" ?Cp) �
d N'i_�1, \ NAME ? <
ACCESS EASE %,I E' sF�/ I U 'I'1 m I
� - SIGN P� l' \ / , I E�Ni r FOR PA1 D I rr ar 9 78-581 y
I In1G ANG v T R n r'
l I I ' -' LP
T_
FRAVELINAY I iD 1IG;,iT LLC
_ �' v
y \ \4 f� DB 3595 PG 85 11 - �I DS ?662 �G 315
SF LIMIT OF R -15 r
Y
DISTURBANCE
_ I I
/ DB 3595 PG 119
DROP In1LET
TOP =394 15 VARIABLE WIDTH J 'ter r
/i
INV IP�1 =382 36 \I `` �\ � STORM DRAIN ES�1,iT
/r�" Hn� -1 I DB 3595 PG 124 _
1 ADDRESS COUNTY COMMENTS RU 6/10/14
NO. SHEET REVISION
)NE
NAY
IGN�
ONE WAY
SIGN
OF
l IF THIS DRAWING IS A REDUCTION
GRAPHIC SCALE MUST BE USED
ER WRT- I IT SCALE: 1 " = 20'
ti 20' 0 20'
SHEET REVISION BY DATE s�H NAL
qcS
q�
.Flc�q
I /
I /
fri
lrrr
\ rSp, OS,
\M Ac SA
ACSA \� 1
_� PCSA cS
GRAVEL CURB INLET SEDIMENT
FILTER
PLATE 3 0'/ -1 I
� r
GRAVEL FILTER # 12•
• �4r�i'i�w '.��i
��,„alr 2�i111• i.
'F
O
- 'IIII'II�IIIIII' - - � �IIIII
' I IIIII�
•
•: 3
SPECIFIC APPLICATION
THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS
WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE
INCONVENIENCE OR DAMAGE TO ADJACENT' STRUCTURES AND UNPROTECTED
AREAS
* GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE
'r` �\ � SOURCE VA DSWC PLATE 3 07 -6
TEMPORARY & PERMANENT SEEDING SCHEDULE 3.32 -D
LAWN TYPE
SEEDING RATE PER ACRE
HIGH MAINTENANCE
KENTUCKY 31 OR
LAWN (WITHIN
TURF -TYPE TALL FESCUE 200 -250 LBS
LOT AREA)
ANNUAL RYE
GENERAL SLOPES
KENTUCKY 31 FESCUE 128 LBS
3:1 OR LESS
RED TOP GRASS 2 LBS
SEASONAL NURSE CROP 20 LBS
LOW MAINTENANCE
USE GROUND COVER PLANTINGS
SLOPES 2:1 OR STEEPER
AND /OR VINES IN ACCORDANCE WITH
TABLE 3.37 -C OF THE VESCH.
SEEDING DATE
SEASONAL NURSE CROP
FEB. 16 THRU APRIL
ANNUAL RYE
MAY 1 THRU AUG 15
FOXTAIL MILLET
AUG 16 THRU OCT
ANNUAL RYE
NOV THRU FEB 15
WINTER RYE
INOTES
1. ALL PERMANENT SEEDING SHALL BE FERTILIZED, LIMED AND MULCHED AT THE FOLLOWING RATES: FERTILIZER 10 -20 -10 AT A
RATE OF 1,000 POUNDS PER ACRE; LIME OF AGRICULTURAL GRADE LIMESONE AT A RATE OF 2 TONS PER ACRE; AND STRAW
MULCH AT A RATE OF 1 -1/2 TONS PER ACRE DURING THE SPRING AND FALL AND 2 TONS PER ACRE IN THE WINTER AND
SUMMER.
2. SLOPES LABELED AS 2:1 WITH VDOT ST'D EC -2 LINING MAY HAVE AN ANNUAL RYE HYDROSEED W/ TACKIFIER PLANTED ON
THE SLOPES AT PERMANENT SEEDING RATES IN LIEU OF USING THE EC -2 LINER TO ALLOW FOR EROSION PROTECTION PRIOR
TO GROUND COVER PLANTING.
I 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING AND
SHALL BE CONSTRUCTED, MAINTAINED, AND REPAIRED ACCORDING TO THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE
/ VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK.
4. ALL DISTURBED AREAS SHALL DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES UNTIL SITE IS DEEMED
STABILIZED BY THE EROSION AND SEDIMENT CONTROL INSPECTOR.
/ 5. NO STOCKPILE OR IMPORT OF SOIL IS ANTICIPATED FOR THIS SITE.
DESIGNED BY. PROJECT. SET REV. NO.
RU AVEMORE, LLC
ENGINEERS DRAWN BY. PHASE 1118 - EROSION AND SEDIMENT CONTROL PLAN
rSURVEYORS To ALBEMARLE COUNTY, VA DRAWING NUMBER:
PLANNERS TITLE:
DIHR BY. EROSION AND SEDIMENT CONTROL PLAN C-2
ASSOCIATES DMJ
PO Box 4119 3040 Avemore Square PI SHEET NUMBER:
Lynchburg, VA 24502 Chariuneev,ue,VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE. DATE:
Phone 4343166080 Phone 434 984 2700 CIVIL, H: 1 "1
www wwassociates net 213108.02 EnS_21310802C_C2.d wg 5121 14 2 o f 2