HomeMy WebLinkAboutWPO201500016 Plan - E&S Minor Amendment 2016-01-27GENERAL NOTES: THE WOODLANDS OF CHARLOTTESVILLE
OWNER:
TMP 076P1 -00-00-000A0
WOODLANDS OF CHARLOTTESVILLE CONDOMINIUM ASSOCIATION, INC
1720 TREETOP DRIVE EROSION & SEDIMENT CONTROL PLAN
CHARLOTTESVILLE, VA 22903
'('ABLE 3.34-A
TMP 07600- 00- 00- 046CO
'k,,'
WOODLANDS LAND PROJECT, LLC
CONTROL
416 EAST MAIN STREET, SUITE 301 B
PLIANT I
CHARLOTTESVILLE, VA 22902
5r1
I n
8413
ENGINEER: COLLINS ENGINEERING
' I � r 1.11 -,bl � �t
800 EAST JEFFERSON STREET
, " , / '', .,� l/� t
CHARLOTTESVILLE, VA 22902
11 � 11 tt /I s
(434)293-3719 (PHONE)
,�''� � ,' i r %
07681-01-00-OOIAO f
(434)245-0030 (FAX)
; , le
ZONING: PRD ,-,) I j; ! i I
CONTACT. MR. SCOTT COLLINS
�.
' I � ,, "1 `
i f t
TAX PARCEL # TMP 076P 1- 00- OO- OOOA 0
13 /�
e I j+ ,` + o
TMP 07600-00-00-046C0
i � t 'J
ZONING: ENTRANCE CORRIDOR (EC), RESIDENTIAL -15 (815)
�M } fi� ,:
V 1 _
1z �, f
1
TOTAL ACREAGE: 24.046 AC
<,' `� \ i l° �.,
67600-00-00-048F0`"
TOTAL PROPOSED DISTURBANCE. 4.96 ACRES
t
�z6NING: Ri RESIDENTIAL C 11
"", , ` , ,
\,
PROPOSED USE. 300 RESIDENTIAL CONDOMINIUM UNITS
-p
�_ I I,11
� r�
AREAS AREA OF BLDG: 168, 854 SF
w
`,4" - "',4a y 1.
AREA OF PARKING: 251,185 SF1.
11.11 � 9
AREA SIDEWALKS. 40,155 SF
I
RECREATION: 53,175 SF
07600-00-00- �'�. :' q
DEDICA TED TO PUBLIC USE: 50,360 SF (1.16 AC, 67 OF THE SITE)
ZONING: R1 RESIDENTIAL I. I � t� :
AREA OF OPEN SPACE: 485,157 SF (11.27 AC, 477 OF THE SITE)
� � � .\ 1 E
11
BOUNDARY.• KIRK HUGHES & ASSOCIATES, • JUNE 1,2005
t /. �r
~`*y
TOPOGRAPHY. VIRGINIA RESOURCE MAPPING, INC.; FEBRUARY 7, 2005. TOPOGRAPHY UPDATED BY
\ '4 -- '� 'i
�
COMMONWEALTH LAND SURVEYING IN JANUARY, 2013 SITE AND TOPOGRAPHY FIELD VERIFIED BY COLLINS
"' I 0 �t t �
ENGINEERING IN MARCH, 2015.
j , - � _ -q,)'
USGS DATUM: NAD83
3l
SETBACKS ADJACENT FOR BUILDING HEIGHT
/ 1
R RESIDED"8D"L '{ , / r
`.., 11
29' FRONT (25' + 4')
ill' I I ; ,
*0 I. V �'. -
19' SIDE (15' + 4')
Oiem-o 00- ~ �: l f�tl c -
24' REAR (20' + 4')
ZONING: 'R1 RESIDU{ _4
` T ':`
MAXIMUM BUILDING HEIGHT. 3T
11 I
1 `,`' _ ii ;
1 ,aI l:
MAXIMUM DWELLING UNITS. 300 UNITS (3 UNITS PER BUILDING)
?,/
,:E
GROSS RESIDENTIAL DENSITY- 12.5 DU ACRE
jI ) JI �
1,.J .:: .-., ^`,
PARKING: THE PROPOSED USE IS A HYBRID BETWEEN CONVEN77ONAL RESIDENTIAL AND STUDENT HOUSING.
/r 07 -00-00-048G0ii
sg RESIDENTI t i-1111-
, z°"'II R1 ,,
t
REQUIRED CONVENTIONAL RESIDENTIAL REQUIRES 2 SPACES PER UNIT.
Q
tr r - {
r� 1 I,
300 UNITS X 2 SPACES = 600 SPACES MINIMUM REQUIRED
,` .....
_�-_ --' ° > `` c._;;
l11
AND 720 PERMITTED AS MAX/MUM (1207 OF MINIMUM).
- - -. t
�
HOUSING REQUIRES 1.25 SPACES PER BEDROOM X 750 BEDROOMS = 938
STUDENT Q
C --. = " �;' L -;,
PARKING: 729 REGULAR SPACES
,, �, _
ff�� I `
PROVIDED 16 HANDICAP SPACES INCLUDING 12 VAN ACCESSIBLE
( )
u/ ` l ;:. 4,- I_ ,
-. C,
``
745 TOTAL SPACES
i 11
^v.,,y_11-111.1I
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILl77ES SHOWN ON PLANS IN AREAS
1
'�. 1 1 ' 'P^4 1,
rl _F i 1 i
J I i1ir � f,;, ;;� ,' � �. � --_
OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS
l i l �", - 7 r x'' j`{ I , f - N
I
DIFFERENT FROM THAT SHOWN ON THE PLANS, IF THERE APPEARS TO BE A CONFLICT, AND UPR DISCOVERY OF
0, 'l1 � y7'1 7' '
t ! /a__ f`
ANY UTILITY NOT SHOWN ON THE PLANS
G I 11 % :J -
~-�I� � r'
z'ROSION �c S 'DIM�'NT CONTROL
J/
t - ,3 `-�---- "' 3 3i! rF 7 ---^ �
r It 7J Ift _ -~=-
.._
),��r �r ]�r�
lY1 G,� J URG �7 ,
zl_ _ 7-4-11
", ,
z
-tll // t ti9 _
STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES SHALL BE IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENT CONTROL
'�, /i' ;-1r ' _`"; fj ; f .�,
HANDBOOK. STRUCTURAL PRACTICES USED IN THIS SECTION CONSIST OF THE FOLLOWING.
'"'
`- 4 ! ) !
1``
3.D1 SAFETY FENCE.
�F I 1
A11 0- _
7I ~I
A PROTECTIVE BARRIER INSTALLED TO PREVENT ACCESS TO AN EROSION CONTROL MEASURE. TO PROHIBIT THE UNDESIRABLE USE OF AN EROSION CONTROL
i Zl /JI ;` ` - ' 1.11
v
MEASURE BY THE PUBLIC. APPLICABLE TO ANY CONTROL MEASURE OR SERIES OF MEASURES WHICH CAN BE CONSIDERED UNSAFE BY VIRTUE OF POTENTIAL
-
Ir. l� r` °
ACCESS BY THE PUBLIC.
} >
;,: .,.
I
3.02 CONSTRUCTION ENTRANCE
/1 fC
,t' " - / 1
A STABILIZED PAVED CONSTRUC77ON ENTRANCE WITH A WASH RACK LOCATED AT POINTS OF VEHICULAR INGRESS AND EGRESS ON A CONSTRUCTION SITE. TO
: \-,� •i� ;t=- = ,,
REDUCE THE AMOUNT OF MUD TRANSPORTED ONTO PAVED PUBLIC ROADS BY MOTOR VEHICLES OR RUNOFF. CONSTRUCTION ENTRANCES SHALL BE INSTALLED
7
#.,mow' _`#' 'TM.„, f.�.( 7 .
'� { i],° 1t,_el_11;; _Z,
AS SHOWN ON THE PLANS TO REDUCE THE AMOUNT SEDIMENT TRANSPORTED ONTO PUBLIC ROADWAYS.
"Y`" _ j ' r T
-
3.05 SILT FENCE.
A TEMPORARY SEDIMENT BARRIER CONSISTING OF A SYNTHETIC FILTER FABRIC STRETCHED ACROSS AND ATTACHED TO SUPPOR77NG POSTS AND ENTRENCHED,
� /'.7 ,1 it -� � _ t
t '` r1 `I
�
TO INTERCEPT AND DETAIN SMALL AMOUNTS OF SEDIMENT FROM DISTURBED AREAS DURING CONSTRUC77ON OPERATIONS IN ORDER TO PREVENT SEDIMENT
_1111111-1-1--rrY$ 3 11
_, .,.-
? r � ,: `� r -
- -
EAV/ AND TO DECREASE THE VELOCITY OF SHEET FLOWS AND LOW TO MODERATE LEVEL CHANNEL FLOWS. THE SILT FENCE BARRIERS
FROM L NG THE Sl7F
d: ` y,
t ; i' r4 -, -:-4,,.y L : ;' _ . =
t - .-.
DEN RUNOFF FROM LOW AS INDICATED. THEY SHALL BE
SHALL BE INSTALLED DOWN SLOPE OF AREAS WITH MINIMAL GRADES TO FILTER SEDIMENT LA SHEET F
.fj : : . . _
031 i, f ""1-1 .,-.... ' 1
„_ ,
{
INSPECTED IMMEDIATELY AFTER EACH RAINFALL AND MAINTAINED IN ACCORDANCE Wl7H THE VIRGINIA EROSION &SEDIMENT CONTROL HA.ND900K (VESCH).
/I ;j ', - . - f =t 1
3.07 STORM DRAIN INLET PROTECTION:
j)j
, z 'f £; ' __ I � �"•'`A
I///
SEDIMENT FILTER OR AN EXCAVATED IMPOUNDING AREA AROUND A STORM DRAIN DROP INLET OR CURB INLET. TO PREVENT SEDIMENT FROM ENTERING
;/,.�,' , / ii �-
STORM DURA/NAGE SYSTEMS PRIOR TO PERMANENT STABILIZATION OF THE DISTURBED AREA. INLET PROTECTION APPLIES WHERE STORM DRAIN INLETS ARE TO
�(l,' i n J,` '- fit ; ` ' L _I �
RA/NAGE
BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION OF THE CORRESPONDING DISTURBED D AREA
_
i! , :i '", _.,�
fl I
I
3.09 TEMPORARY DIVERSION DIKE.
T T"' _. 1�
~'��
Ir
A TEMPORARY RIDGE OF COMPACTED SOIL CONSTRUCTED AT THE TOP OR BASE OF A SLOPING DISTURBED AREA. TO DIVERT STORM RUNOFF FROM UPSLOPE_11-11
1-1
"` t ' '"
i..._
DRAINAGE AREAS AWAY FROM UNPROTECTED DISTURBED AREAS AND SLOPES TO A STABILIZED OUTLET. TO DIVERT SEDIMENT -LADEN RUNOFF FROM A
l C
DISTURBED AREA TO A SEDIMENT -TRAPPING FACILITY SUCH AS A SEDIMENT TRAP OR SEDIMENT BASIN. USE WHEREVER STORMWATER RUNOFF MUST BE
I . " _____- ,_-111-11-1 � .1-1 L
TEMPORARILY DIVERTED TO PROTECT DISTURBED AREAS AND SLOPES OR RETAIN SEDIMENT ON SITE DURING CONSTRUCTION. THESE STRUCTURES GENERALLY=N
I
l ------
�'
HAVE A LIFE EXPECTANCY OF 18 MONTHS OR LESS, WHICH CAN BE PROLONGED WITH PROPER MAINTENANCE.
I - ' -
'-s '
3.13 TEMPORARY SEDIMENT TRAP:
-�. -
F:..
A TEMPORARY PONDING AREA FORMED BY CONSTRUCTING AN EARTHEN EMBANKMENT WITH A STONE OUTLET. TO DETAIN SEDIMENT -LADEN RUNOFF FROM
ffi
SMALL DISTURBED AREAS LONG ENOUGH TO ALLOW THE MAJORITY OF THE SEDIMENT TO SETTLE OUT. USE BELOW DISTURBED AREAS WHERE THE TOTAL
.1� ,-.1--'
CONTRIBUTING DRAINAGE AREA IS LESS THAN 3 ACRES, WHERE THE SEDIMENT TRAP WILL BE USED NO LONGER THAN 18 MONTHS, AND IT MAY BE
CONTRIBUTING
,-
� I . i
CONSTRUCTED EITHER INDEPENDENTLY OR IN CONJUNCTION WITH A TEMPORARY DIVERSION DIKE.
r
Al, .-
3.14 TEMPORARY SEDIMENT BASIN.
�= ,
`^,,
I i ,`I �\, t
A TEMPORARY BARRIER OR DAM WITH A CONROLLED STORMWATER RELEASE STRUCTURE FORMED BY CONSTRUCTING AN EMBANKMENT OF COMPACTED SOIL
,�
^d ,-- 1, � � 11 i, I, � }
ACROSS A DRAINAGEWAY. TO DETAIL SEDIMENT -LADEN RUNOFF FROM DISTURBED AREAS /N "WET" AND "DRY" STORAGE LONG ENOUGH FOR THE MAJORITY
I 11 �t- \ '1 9
r� �,
OF THE SEDIMENT TO SETTLE OUT. APPLIES BELOW DISTURBED AREAS WHERE INE TOTAL CONTRIBUTING DRAINAGE AREA IS EQUAL TO OR GREATER THAN
- --_ _ T
_ . -- ir_- - _,w" a �
_ .
THREE ACRES THERE MUST BE SUFFICIENT SPACE AND APPROPRIATE TOPOGRAPHY FOR THE CONSTRUCTION OF A TEMPORARY IMPOUNDMENT.
11 h .'ai!} 1 r
3.18 OUTLET PROTECTION:
�� I I, s �� %. ,
STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES PLACED AT THE OUTLETS OF PIPES R PAVED CHANNEL SECTIONS TO
t h TMP 07600-00-0'o46DO t{ \L',; , .
PREVENT SCOUR AT STORMWATER OUTLETS, TO PROTECT THE OUTLET STRUCTURE, AND TO MINIMIZE THE POTENi77AL FOR DOWNSTREAM EROSION BY REDUCING
MOUNTAl\ 001 ASSOCIA LLQ10
`T tt
081827-577 ' -`
THE VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. APPLICABLE TO THE OUTLETS OF ALL PIPES AND ENGINEERED CHANNEL SECTIONS
-, DP -�2 '' `\ y.,
_ ZONING PRD '"
3.19 RIPRAP:
j . r �
Lr^ l
A PERMANENT, EROSION -RESISTANT GROUND COVER OF LARGE, LOOSE, ANGULAR STONE WITH FILTER FABRIC OR' GRANULAR UNDERLINING. TO PROTECT THE
0 v .
('
SOIL FROM THE EROSIVE FORCES OF CONCENTRATED RUNOFF, SLOW THE VELOCITY OF CONCENTRATED RUNOFF WHILE ENHANCING THE POTEN77AL FOR
? c
'
/NF/LTRATTON, AND TO STABILIZE SLOPES WITH SEEPAGE PROBLEMS, AND/R NON -COHESIVE SOILS. USE WHEREVER SOIL AND WATER INTERFACE AND THE
_ - v `,-
SOIL COND177ONS WATER TURBULENCE AND VELOCITY, EXPECTED VEGETATIVE COVER, ETC., ARE SUCH THAT THE SOIL MAY ERODE UNDER THE DESIGN FLOW
T�MPC�RARY S�'�DLNG.-
CONDITIONS.
3.31 TEMPORARY SEEDING:
ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR EXTENDED
THE ESTABLISHMENT OF A TEMPORARY VEGETATIVE COVER ON DISTURBED AREAS BY SEEDING WITH APPROPRIATE RAPIDLY GROWING ANNUAL PLANTS, TO
PERIODS OF TIME SHALL BE SEEDED WITH FAST GERMINATING TEMPORARY
REDUCE EROSION AND SEDIMENTATION BY STABILIZING DISTURBED AREAS THAT WILL NOT BE BROUGHT TO FINAL GRADE FOR A PERIOD OF MORE THAN 30
VEGETATION IMMEDIATELY FOLLOWING GRADING. SELECTION OF THE SEED
DAYS. TO REDUCE DAMAGE FROM SEDIMENT AND RUNOFF TO DOWNSTREAM OR OFF-SITE AREAS, AND TO PROVIDE PROTEC77ON TO BARE SOILS EXPOSED
MIXTURE WILL DEPEND ON THE TIME OF YEAR AND WILL BE APPLIED TO
DURING CONSTRUCTION UN77L PERMANENT VEGETATION OR OTHER EROSION CONTROL MEASURES CAN BE ESTABLISHED.
DISTURBED ARES THAT WILL NOT BE BROUGHT TO FINAL GRADE WITHIN
30 DAYS.
3.32 PERMANENT STABIL IZA77ON.
THE ESTABLISHMENT OF PERENNIAL VEGETATIVE COVER ON DISTURBED AREAS BY PLANTING SEED. TO REDUCE EROSION AND DECREASE SEDIMENT YIELD
NT SHOULD BE SELECTED APPROPRIATE TO THE SEASON AND SITE
PLANTS SH
FROM DISTURBED AREAS. TO PERMANENTLY STABILIZE DISTURBED AREAS IN A MANNER THAT IS ECONOMICAL, ADAPTABLE TO SITE CONDITIONS, AND ALLOWS
CONDITIONS FROM TABLES 3.318 AND 331 C. NOTE THAT TABLE 3.318
SELECTION OF THE MOST APPROPRIATE PLANT MATERIALS. TO IMPROVE WILDLIFE HABITAT. TO ENHANCE NATURAL BEAUTY. UPON COMPLE77ON OF
PRESENTS PLANTS WHICH CAN BE USED WITHOUT EXTENSIVE EVALUATION
CONSTRUCTION ACTIVIT7ES ALL AREAS WILL RECEIVE A PERMANENT VEGETATIVE COVER.
OF SITE CONDITIONS; TABLE 3.31C PRESENTS MORE IN-DEPTH
INFORMATION ON THE PLANT MATERIALS.
3.35 MULCHING:
APPLICATION OF PLANT RESIDUES OR 0774ER SUITABLE MATERIALS TO THE SOIL SURFACE. TO PREVENT EROSION BY PROTECTING INE SOIL SURFACE FROM
TO CONTROL EROSION ON BARE SOIL SURFACES, PLANTS MUST BE
RAINDROP IMPACT AND REDUCING THE VELOCITY OF OVERLAND FLOW. TO FOSTER THE GROWTH OF VEGETATION BY INCREASING AVAILABLE MOISTURE AND
ABLE TO GERMINATE AND GROW. SEEDBED PREPARATION IS ESSENTIAL,
PROVIDING INSULATION AGAINST EXTREME HEAT AND COLD, AREAS WHICH HAVE BEEN PERMANENTLY SEEDED SHOULD BE MULCHED IMMEDIATELY FOLLOWING
AN EVALUATION SHOULD BE CONDUCTED TO DETERMINE IF LIME !S
SEEDING. AREAS WHICH CANNOT BE SEEDED BECAUSE OF THE SEASON SHOULD BE MULCHED USING ORGANIC MULCH. MULCH MAY BE USED TOGETHER WITH
PLAN77NGS OF TREES, SHRUBS, OR CERTAIN GROUND COVERS WHICH DO NOT PROVIDE ADEQUATE SOIL STABILIZA77ON BY THEMSELVES, CAN BE USED /N
NECESSARY FOR TEMPORARY SEEDING. TABLE 3.31A MAY BE USED
CONJUNCTION WITH TEMPORARY SEEDING.
TO DETERMINE THE ACTUAL NEED ALONG WITH SUGGESTED
APPLICATION RA TES:
3.36 SOIL STABILIZATION BLANKETS & MATTING:
FERTILIZER SHALL BE APPLIED AS 600 LBS/ACRE OF 10-20-10 (14
THE INSTALLA77ON OF A PROTECTIVE COVER/NG (BLANKET) OR A SOIL STABILIZATION MAT ON A PREPARED PLANTING AREA OF A STEEP SLOPE, CHANNEL OR
NUTRIENTS. LIME AND FERTILIZER SHALL
FT. OR EQUIVALENT NUTRI
LBS/1,000 SQ ) Q
SHORELINE. TO AID IN CONTROLLING EROSION ON CRITICAL AREAS BY PROVIDING A M/CROCLIMA 1E WHICH PROTECTS YOUNG VEGETATION AND PROMOTES ITS
ESTABLISHMENT. APPLIES ON SHORT, STEP SLOPES WHERE EROSION HAZARD IS HIGH AND PLANTING IS LIKELY TO BE TOO SLOW IN PROVIDING ADEQUATE
BE INCORPORATED INTO THE TOP 2 TO 4 INCHES OF THE SOIL IF POSSIBLE:
PROTEC77VE COVER.
3.38 TREE PRESERVATION AND PROTECTION:
IF THE AREA HAS BEEN RECENTLY LOOSENED OR DISTURBED, NO FURTHER
DU D DISTURBING AND CONSTRUC77ON AC77VITY. TO ENSURE THE SURVIVAL
PROTEC770N OF DESIRABLE TREES FROM MECHANICAL OR OTHER INJURY RING LAN
ROUGHENING IS REQUIRED. WHEN THE AREA IS COMPACTED, CRUSTED, OR
OF DESIRABLE TREES WHERE THEY WILL BE EFFEC77VE FOR EROSION AND SEDIMENT CONTROL, WATERSHED PROTECTION, LANDSCAPE BEAUTIFICATION, DUST
HARDENED, THE SOIL SHALL BE LOOSENED BY DISCING, RAKING, HARROWING,
AND POLLUTION CONTROL, NOISE REDUCTION, SHADE AND OTHER ENVIRONMENTAL BENEFITS WHILE THE LAND IS BEING CONVERTED FROM FOREST TO
OR OTHER ACCEPTABLE MEANS TRACKING WITH BULLDOZER CLEATS IS
URBAN -TYPE USES. APPLIES /N TREE -INHABITED AREAS SUBJECT TO LAND DISTURBING ACTIW77ES.
MOST EFFECTIVE ON SANDY SOILS THIS PRACTICE OFTEN CAUSES UNDUE
3.39 DUST CONTROL:
COMPACTION OF THE SOIL SURFACE, ESPECIALLY /N CLAYEY SOILS, AND
REDUCING SURFACE AND AIR MOVEMENT OF DUST DURING LAND DISTURBING, DEMOLITION AND CONSTRUCTION ACTIVITIES TO PREVENT SURFACE AND AIR
DOES NOT AID PLANT GROWTH AS EFFECTIVELY AS OTHER METHODS OF
MOVEMENT OF DUST FROM EXPOSED SOIL SURFACES AND REDUCE THE PRESENCE OF AIRBORNE SUBSTANCES WHICH MAY PRESENT HEALTH HAZARDS, TRAFFIC
SURFACE ROUGHENING.
SAFETY PROBLEMS OR HARM ANIMAL OR PLANT LIFE. DUST CONTROL MEASURES SHALL BE EMPLOYED TO PREVENT SURFACE AND AIR MOVEMENT OF DUST
DURING CONSTRUCTION. MEASURES EMPLOYED SHALL BE 1N ACCORDANCE WITH 774E VESCH.
TOTAL LBS
LEi _.2,1L t =_F_r.s: LES I rP .j; R .:.
KENTUCKY 31 FESCUE 128 LBS.
RED TOP GRASS 2 LBS.
SEASONAL NURSE CROP 20 LBS.
SEASONAL NURSE CROP 150 LBS
FEBRUARY 16 THROUGH APRIL ANNUAL RYE
MAY 1 THROUGH AUGUST 15 FOXTAIL MILLET
AUGUST 16 THROUGH OCTOBER ANNUAL RYE
NOVEMBER THROUGH FEBRUARY 15 WINTER RYE
NOTES:
1. LIME AND FERTILIZER NEEDS SHALL BE DETERMINED BY SOIL_
TESTS AND APPLIED IN ACCORDANCE WITH VESCH STD. 3.32.
2. SEEDINGS TO BE MULCHED IMMEDIATELY UPON COMPLETION
OF SEED APPLICATION, IN ACCORDANCE W/ VESCH STD 3.35.
PS PERMANENT SEEDING SCHEDULE
NO SCALE
(STD. -F SPEC. 3.32 OF VFKIINIA EROSION -1-
SEDIMENT CONTROL HANDBOOK, 3RD ED.)
Source, Va. DSWC
'FABLE 3.31.B
ACCEPTABLE TEMPORARY SEEDING PIAN'T bIATERIAI.S
"QUICK REFERENCE FOR ALL REGIONS'
Rate
Pt l inizDates 9heS
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
("lium multi-florum)
& 50- 100
Cereal (Winter) Rye
aL_P�)
Feb. 16 - Apr. 30 Annual Ryegrass 60-100
(Lolium
0-100
4ium multi-florurn)
May 1 -Aug 31 C`xerrrlan 1rr1111et 50
(Setaria ital,ica)
Source: Va, DSWC
SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CUL TIPACKER
SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j
INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED
NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED
FROM j INCH TO � DEEP.
SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER
MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. 3.35,
EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE.
STRAW MULCH SHOULD BE USED DURING THESE PERIODS
AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL
EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.
TABLE 3.31 •A
LIMING REQUIREMENTS
FOR TEMPORARY SITES
Recommended Applicalion.
ri 1tur
al Ltrn@5t10nC
1� T t u
�s off At c
below 4.2 3 tofks per acre
4.2 to S:2 2 tons per acre
5.2 to 6 1 too per acre
Source: Va. DSWC:
'P.ATI1 E 3.:11-C
r,MP(11t,kRV ST',Ei1T' G P1 AI'+T HA'YEKL%" SEk_ J!,Nff RATFUS, AND DAtTF,S
, , - =:. _ _
�- - , ,
I tiTEDENO RATR
'('ABLE 3.34-A
_
SOUTH
'k,,'
ANNESI TS USED .FOR DUST
CONTROL
I
PLIANT I
Water
5r1
I n
8413
Application
is
117
*30,
Dilution
'Type of
Rate
hesiveAdhesive:
r
Ng .le 1 n cre
Anionic
-
•
2
i
Asphalt Emulsion
7.1
Coarse Spray
1,200
Latex Emulsion
12.5.1
Fine Spray
23.5
Resin in. Water
4:1
Fine Spray
300
Acrylic Emulsion
2.5 vii
X
-
(rion-Traffic)
7:1
Coarse Spray
450
Acrylic Emulsion
{i'E .At +ht'+'aiiL@.E-f `ir! Iii„ ...,-�➢,n. --...
d ��G93 ! � �
appmx. I ?h.
(Traffic)
3.5:1
Coarse Spray
350
Source, Va. DSWC
'FABLE 3.31.B
ACCEPTABLE TEMPORARY SEEDING PIAN'T bIATERIAI.S
"QUICK REFERENCE FOR ALL REGIONS'
Rate
Pt l inizDates 9heS
Sept. 1 - Feb. 15 50/50 Mix of
Annual Ryegrass
("lium multi-florum)
& 50- 100
Cereal (Winter) Rye
aL_P�)
Feb. 16 - Apr. 30 Annual Ryegrass 60-100
(Lolium
0-100
4ium multi-florurn)
May 1 -Aug 31 C`xerrrlan 1rr1111et 50
(Setaria ital,ica)
Source: Va, DSWC
SEED SHALL BE EVENLY APPLIED WITH A BROADCAST SEEDER, DRILL, CUL TIPACKER
SEEDER OR HYDROSEEDER. SMALL GRAINS SHALL BE PLANTED NO MORE THAN 1j
INCHES DEEP. SMALL SEEDS, SUCH AS KENTUCKY BLUEGRASS, SHOULD BE PLANTED
NO MORE THAN 4 INCH DEEP. OTHER GRASSES AND LEGUMES SHOULD BE PLANTED
FROM j INCH TO � DEEP.
SEEDINGS MADE IN FALL FOR WINTER COVER AND DURING HOT AND DRY SUMMER
MONTHS SHALL BE MULCHED ACCORDING TO MULCHING, STD. & SPEC. 3.35,
EXCEPT THAT HYDROMULCHES (FIBER MULCH) WILL NOT BE CONSIDERED ADEQUATE.
STRAW MULCH SHOULD BE USED DURING THESE PERIODS
AREAS WHICH FAIL TO ESTABLISH VEGETATIVE COVER ADEQUATE TO PREVENT RILL
EROSION WILL BE RE -SEEDED AS SOON AS SUCH AREAS ARE IDENTIFIED.
TABLE 3.31 •A
LIMING REQUIREMENTS
FOR TEMPORARY SITES
Recommended Applicalion.
ri 1tur
al Ltrn@5t10nC
1� T t u
�s off At c
below 4.2 3 tofks per acre
4.2 to S:2 2 tons per acre
5.2 to 6 1 too per acre
Source: Va. DSWC:
'P.ATI1 E 3.:11-C
r,MP(11t,kRV ST',Ei1T' G P1 AI'+T HA'YEKL%" SEk_ J!,Nff RATFUS, AND DAtTF,S
, , - =:. _ _
�- - , ,
I tiTEDENO RATR
NOXPMI
_
SOUTH
'k,,'
�` � < '
`_
DESQN WATER
I
PLIANT I
3111
t,,
Sf3G
5r1
I n
8413
ifk
10
1].1
is
117
*30,
sa€
to
9+11
9N
N,
W15
--
Si? iE-S
t'tx7i3�- k � ,f1'
CH,AVA ERI[ ,Ti CS
.
42ATS I hA .mP Ln I00Ih :.
2lk i-
X
-
•
2
i
O Air
OFF EDGE OF PAVEMENT.
11_a -pnay, vuielitl {k.q., XC'bld'j, j
t, %Vpu.sa atilt a�:K I,ms akran 34 IN")
PLASTIC FENCE
I
k
4
LIMITS OF SITE
� I
� vA 1 1 III -
i- "\ k k ,1 t 1
s ",. � f
�
s
.R t" ,;1 7 1�. ;up 10 S 10 Its ,
152t' -.d i. �xred lai out 1 :.,<i phan ;ISP i!7• t
2.5 vii
X
-
X
X
-
X
I.1'E4 Rx IaLe W! :s Wmggs,. wirAci
c4,wc . T ktaum cold. and I"
{i'E .At +ht'+'aiiL@.E-f `ir! Iii„ ...,-�➢,n. --...
d ��G93 ! � �
appmx. I ?h.
-XI
-
-
y ?;
i1-1 SCfd[,5.
'Nsrcu..urd. n. ruzu,.l- r°)ac�� ml 7sru :
Ivm,'. Mav k, ar1< =L t=,,iirrJiSc
wittm-
ANNUAL rR; EC'I€,�.55` 60 Ib --I
{C:.SrIkuf multi' #Iminl m..
Y! aim.
I :X
�
.,.�.
-
X
:ti
-
X
May bt kk,j in nwm� W4 I
a
ERM ,At srT �?at serums.
I'FET'7?4U 13 Ib&
[ OVFC:RASS
(L_ naga-Al t PUMNIX
549 ULSL
X
I
.
°Naar'Wper"mal May
- hot,h Ttalcras¢.a lrnt *u dupes
t stud aced,. ieferllw -93K. M -Y to
Addoi =ra tasixsx:
IC[➢MRM Z5 shs.
I FS11FD ZA`
r L^1iF.+tG1l it".'i!IACtaS)
apGM',t• M
III.I
X
i
1
X
k X
I
Warlu scawe a Peal iwrrrus.
Tat mcs a -Ad w l�, MN! he
:rr' a1. le mus,
s :Narthum .PitWop l aM Nffo trata6n region. See, Vla,tds 3.72-1 and 122-2:
?Duffic:m Piahnool anti oaaW Plain:
II
r Ipr„': !i'I4' . !S ,�� 4: 't�r'1• �"-?i, p wi1_r'1 :s$ai`in 5a'.Xdi1 L1,g.
r.
,
,Aay rc saki as a cmu crop w10i aril =,ding,
?t his} 1 { inrtit�.si aI v fat at? se dak 5.
,i - MAY,W IV pipwetl betweeq tllr.3o dales,
EROSION CONTROL NOTES
ES -1: UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND
SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS
ES -2: THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK
PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO 77 -IE FINAL INSPECTION.
ES -3: ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING.
ES -4:A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
ES -5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING BUT NOT
LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN
TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY.
ES -6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADD177ONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY.
ES- 7.•ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIV177ES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED.
ES -8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED WATER FILTERING DEVICE.
ES -9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING
RAINFALL EVENT: ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES
SHALL BE MADE IMMEDIA TEL Y.
i
j
w.
(� TO -
J TRAI"M DeME
j
'k,,'
�` � < '
`_
DESQN WATER
I
��E rl. - \:
ORP UNE I I
R
--\-
FENCE ` � �,I
�O.1 �Z
A: 4i
SNOW `�, �-_,,.� II -
I
'41-14
j I
ij{,. i
�,
HYDRANT WITH FROST .
4 IT
I �-��
Q
arx I I
1°
2
i
O Air
OFF EDGE OF PAVEMENT.
,CORD FENCE
IO CO
A: Ar
PLASTIC FENCE
I
k
4
LIMITS OF SITE
� I
� vA 1 1 III -
i- "\ k k ,1 t 1
s ",. � f
�
s
o
i
I' i
I�..✓. '�. •r
-r-i
I �w
xr
�U�GRopO
Alp
TRIANGULAR BOARD FENCE
EROSION CONTROL NOTES VICINITY MAP
1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE
N.
2. ALLMENCMENT OF LAND EROSION AND SEDIMENT CON MOL MEASURES WILING ACTIVITY, AND L BE CONSTRUCTED AND MA/N TAINEDE WEEK PRIOR TO THE FINAL EACCORDING TO MIN/MUM STANDARDS AND SPECIFICATIONS SCALE: 1" = 11000,
OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL
REGULA TIONS.
J. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS 77 -IE FIRST STEP IN CLEARING.
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. LEGEND
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF-SITE
BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND ROADS
APPROVAL BY THE PLAN APPROVING AUTHORITY.
6. THE CONTRACTOR /S RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND
SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. L. �-1 EXISTING CULVERT
Z ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURB/NG ACTIV177ES AND DURING CULVERT
SITE DEVELOPMENT UN77L FINAL STABILIZATION IS ACHIEVED.
8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. � DROP INLET & STRUCTURE NO.
9. THE CONTRACTOR SHALL INSPECT ALL EROSION CON7ROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY 1 T
NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. CURB
10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA.
11. ALL WASTE MATERIALS SHALL 8E TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, CURB & GUTTER
WOOD, RUBBISH, AND OTHER DEBRIS.
12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLE77ON PER ZONING ORDINANCE SECTION 5.1.28. '= PROPOSED PAVEMENT
13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECT701V 13-301 OF THE CODE OF ALBEMARLE.
14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7.•OOAM TO 9:OOPM. EC -3A DITCH
15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAN MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY
HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE O SLIDES, SINKING, I DEPTH OF EC -3A DITCHu3
OR COLLAPSE. T6- �,
16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES aD
WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER EC -2 DITCH
PORTION OF THE PROPERTY. .�
17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING /S TO BE AT 75 LBS/ACRE, AND /N THE MONTHS OF SEPTEMBERI-- °'` -A !
6 " DEPTH OF EC -2 DITCH8 a n �.
TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, DR -c'
MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 8OLBS/100SF. ALTERNATIVES ARE SUBJECT TO EARTH DITCH > °7 -
APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. "' 0 �6� `1\
18. PERMANENT STABILIZA77ON SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGR/CULTURAL GRADE LIMESTONE SHALL BE APPLIED E 6
DRIVEWAY CUL VERT 0
SOF FERTILIZER SHALL BE APPLIED AT 10001_BS ACRE AND CONSIST OF A
e? , }
AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4 6 INCHES SOIL. F / � - :� ,
10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 959 KENTUCKY 31 OR TALL FESCUE AND 0-59 T Q 4' ''
PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNA77VES ARE SUBJECT TO APPROVED BY I'.3' BENCH MARK
.-
THE COUNTY EROSION CONTROL INSPECTOR. � �
19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL. ANY DAMAGE OR CLOGGING TO SRUCTURAL MEASURES IS - - - - - CLEARING LIMITS
TO BE REPAIR IMMEDIA TEL Y. SILT TRAPS ARE TO BE CLEANED WHEN 509 OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED E 0
AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING &aVDOT STANDARD STOP SIGN �
SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY.
ESA EMOVED WI THIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES - - - - 200 - - - -
20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES RE TO BE EXISTING CONTOUR
ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONROL INSPECTOR.
21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WITHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE Zpp PROPOSED CONTOUR
SECTION 17-2046)
22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY 240.55 PROPOSED SPOT ELEVATION
COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) .___�_ TBC DENOTES TOP/BACK OF CURB
TIB DENOTES TOP OF BOX
-DESCRIPTION OF EROSION & EROSION CON TROL *IANOBIA EROSIONCONTROL
CiFICA TION NUMBER
SEDIMENT CONTROL MEASURES. *
STB STRAW BAIL BARRIER 3.04
EROSION AND SEDIMENT CONTROL MEASURES:
IT IS ANTICIPATED THAT A CONSTRUCTION ENTRANCE, CONSTRUCTION ROAD STABILIZATION, TEMPORARY DIVERSIONS, TEMPORARYpD TEMPORARY DIVERSION DIKE 3.09
SEDIMENT TRAPS, OUTLET PROTECTION, INLET PROTECTION, AND SILT FENCE WILL BE INSTALLED TO CONTROL SURFACE DRAINAGE.
TEMPORARY SEEDING WILL BE USED IMMEDIATELY FOLLOWING ALL LAND DISTURBANCE ACTIVITIES. TEMPORARY STOCKPILE AREAS WILL ST =01111111mom TEMPORARY SEDIMENT TRAP 3.13
BE MAINTAINED FROM TOPSOIL THAT WILL BE STRIPPED FROM AREAS TO BE GRADED AND STORED FOR LATER SPREADING.
STOCKPILE LOCATIONS SHALL BE ON SITE AND SHALL BE STABILIZED WITH A TEMPORARY VEGETATIVE COVER. PERMANENT SEEDING (SB
SEDIMENT BASIN 3.14
WILL BE PERFORMED FOR ALL AREAS WHICH WILL NO LONGER BE EXCAVATED AND WHERE CONSTRUCTION ACTIVITIES HAVE CEASED,
PERMANENT SEEDING SHALL ALSO BE PERFORMED FOR ALL DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR A YEAR OR MORE. /P INLET PROTECTION 3.07
SELECTION OF SEED MIXTURE WILL DEPEND ON THE TIME OF YEAR APPLIED. TEMPORARY SEEDING WILL BE PERFORMED FOR ALL
DENUDED AREAS WHICH WILL BE LEFT DORMANT FOR MORE THAN SEVEN DAYS. THESE AREAS SHALL BE SEEDED WITH FAST SFX X X SILT FENCE 3.05
GERMINA TING VEGETA TION IMMEDIA TEL Y FOLLOWING GRADING OF THOSE AREAS. SELECTION OF SEED MIXTURE WILL DEPEND ON THE
TIME OF YEAR APPLIED. CE CONSTRUCTION ENTRANCE 3.02
3.01 SAFETY FENCE - CONSTRUCTION SAFETY FENCE WILL BE INSTALLED AROUND THE DISTURBED AREA AS SHOWN TO SEPARATE
THE CONSTRUCTION (UTILITY WORK FROM THE EXISTING COMMUNITY AND OCCUPIED UNITS. CD t CHECK DAM 3.20
3.02 CONSTRUCTION ENTRANCE - ONE CONSTRUCTION ENTRANCE SHALL BE INSTALLED AT THE CURRENT TERMINUS OF PARK RIDGE
DRIVE. THIS WILL BE THE ONLY POINT OF INGRESS AND EGRESS TO THE SITE. CARE WILL BE TAKEN TO PROTECT ADJACENT FD TEMPORARY FILL DIVERSION 3.10
ROADWAYS AND PROPERTIES FROM TRANSFER OF SEDIMENT.
3.05 SILT FENCE- SILT FENCE WILL BE PLACED ON THE DOWNSTREAM SIDE OF DISTURBANCE AND ENCOMPASS THE PROPOSED
DISTURBED AREAS FOR THE BUILDING PADS. DV DIVERSION 3.12
3.07 STORM DRAIN INLET PROTECTION- IP WILL BE INSTALLED ON EACH PROPOSED INLET AS SHOWN ON THE PLANS.
3.09 TEMPORARY DIVERSION DIKE- DIVERSION DIKES WILL BE USED AS NECESSARY TO CONTROL THE RUN-OFF AND DIRECT RUNOFF PS PS PERMANENT SEEDING 3.32
TO ON-SITE SEDIMENT CONTROL FACILITIES
3.13 TEMPORARY SEDIMENT TRAP- TEMPORARY SEDIMENT TRAPS WILL BE INSTALLED WHERE SHOWN ON THE PLANS
3.18 OUTLET PROTECTION- TO BE PROVIDED AT THE OUTFALL OF DRAINAGE PIPES WHERE SHOWN ON PLANS TO TD TOPSOILING 3.30
3.19 RIPRAP- RIPRAP SHALL BE INSTALLED AS OUTLET PROTECTION WHERE SHOWN ON THE PLANS,
3.31 TEMPORARY SEEDING- TEMPORARY SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS. a
CULVERT INLET PROTECTION 3.08
3.32 PERMANENT SEEDING- PERMANENTL Y SEEDING SHALL BE APPLIED WHERE SHOWN ON THE PLANS.
3.35 MULCHING - MULCHING SHALL BE APPLIED TO ANY SEEDED AREA AS DEEMED NECESSARY FOR STABlIZATION AND GROWTH.
3.36 SOIL STABILIZATION BLANKETS AND MATTING- BIM SHALL BE EMPLOYED WHEREVER SHOWN ON THE ."-ILANS OR WHERE SLOPES DC DC DUST CONTROL 3.39
EXCEED J. 1 SLOPE.
3.38 TREE PRESERVATION AND PROTECTION- TREE PRESERVA77ON FENCING SHALL BE INSTALLED WHERE SHOWN ON THE PLANS. NO
TREES SHALL BE HARMED OUTSIDE OF THE LIMITS OF TREE PROTECTION FENCING. TSD �- TEMPORARY SLOPE DRAIN 3.15
3.39 DUST CONTROL- DUST CONTROL SHALL BE APPLIED THROUGHOUT THE SITE WHERE SHOWN R THE PLANS.
e
SAFETY FENCE 3.01
STORMWATER MANAGEMENT.
STORMWA TER RUNOFF QUANTITY WILL BE TREATED ON-SITE THROUGH THE USE OF THE EXISTING SWM FACILITY AND UNDERGROUND
RW TEMPORARY - OF- FACILITIES. SEE STORMWATER MANAGEMENT PLAN SHEETS E RIGHT OF WAY 3.11
DIVERSION
MAINTENANCE.-
IN GENERAL, DURING CONSTRUCTION THE RLD OR CONTRACTOR ON-SITE WILL CHECK ALL EROSION AND SEDIMENT CONTROL MEASURES
DAILY AND AFTER EACH SIGNIFICANT RAINFALL. MONITORING REPORTS WILL BE REQUIRED FROM THE RLD IF NEEDED. SPECIFIC SHEET INDEX
ATTENTION WILL BE GIVEN TO THE FOLLOW/NG ITEMS:
a. SEDIMENT BASINS & TRAPS WILL BE CLEANED AND MAINTAINED IN ACCORDANCE WITH THE VIRGINIA EROSION & SEDIMENT CONTROL
HANDBOOK.
b. ALL INLET PROTECTION AND GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP THAT WILL PREVENT PROPER TITLE SHEET
DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, THE GRAVEL WILL BE REMOVED AND CLEANED, OR IT WILL BE REPLACED.
c. ALL SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERM/N/NG OR DETERIORATION OF THE FABRIC AND REPAIRED AS COWER SHEET 1
REQUIRED. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF SEDIMENT DEPOSITION REACHED HALF WAY TO THE TOP OF THE EXISTING CONDITIONS 2
BARRIER. EROSION CONTROL PLAN 3
d. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD STAND IS MAINTAINED. AREAS SHOULD BE FER77LIZED AND
RESEEDED AS NEEDED. TOTAL SHEETS: 3
WILL BE THE RLD OR CONTRACTOR ONSITE. THE CONTRACTORWILL
IN CASE OF EMERGENCY, THE PRIMARY CONTACT FOR THE PROJECT W! --
BE DETERMINED AT THE TIME THE CONTRACT IS AWARDED. IN ADDITION THE OWNER MAY BE CONTACTED, MR. ALAN TAYLOR. UPON
COMPLETION OF THE PROJECT THE OWNER WILL BE RESPONSIBLE FOR SITE MAINTENANCE.
19x.
I--.- _1111
_. _.-------_._---- ...--------- --- __ _ .--- _..- ___111_1______1. __ _,.___
it 9 7 -1 F' "� '? 9 f
r
r
PER51P'ECTIVE VIE'yV
Source:
PERSPEC;TNE VIEW
PLA'55TIC FENCE
Adapted Ea`carri Conwed Plastics alod
V.DO'I' ,i,i(i ,mijyi�ig� ,Y,zjst3a d-,
PEPSPECTIVF VIES/'
METAL FENCE
Nutt .1.01-1
FE1 CINC AND ARMORING
(� TO -
J TRAI"M DeME
j
�` � < '
`_
DESQN WATER
e�, �\� �.
- \t' t i
��E rl. - \:
ORP UNE I I
-ti
m \ r-
��A f1 l
\�r I
--\-
FENCE ` � �,I
SNOW `�, �-_,,.� II -
I
SET i 1/Y WATER
j I
ij{,. i
�,
HYDRANT WITH FROST .
',� 00 as [j I
E �
i
'
arx I I
1°
f
010-
fLj-09
80ARD FENCE I{MIM I {ow
OFF EDGE OF PAVEMENT.
,CORD FENCE
SECTION A -A
PLASTIC FENCE
I
CORRECT METHODS OF TREE FENCING
4
4
' `/
5 PAVW TEMP CONST
� vA 1 1 III -
i- "\ k k ,1 t 1
s ",. � f
�
s
.� 1 �.
( I,,�{. , S�
I
i
I' i
I�..✓. '�. •r
-r-i
I �w
xr
AAW .
-0
� CORRE.� T U K ARMt�R NG
T TRUNK I
Alp
TRIANGULAR BOARD FENCE
ALBEMARLE COUNTY
CONSTRUCTION ENTRANCE
NW SWAM OMI TO SED�AET1 fln"'
70' MIN.--- -
11_r SM -2A A9PIMLT TOP OCVRBE
zu-..• -ft !tom
/ DIVERSION DITCH SIDE ELEVATION
EXISTING
�
7MIN.
ASPHALTLT PAVED YMSNRAG{
I / 21X
12' MIN.
-2X I
2X -+-
4 PAVEMENT
$" 21A
AGGREGATE BASE
EX. CURB OR
EDGE OF PAV'T
DMT&ION DITCH f
MINMUM WIDTH AT J
(� TO -
J TRAI"M DeME
DESQN WATER
ELEVATION IS 4.0' PLAN VIEW
MUST EXTEND FULL WIDTH OF
INGRESS AND EGRESS OPERATION
SET i 1/Y WATER
HYDRANT WITH FROST .
12' MIN. ---�
PROF HYDRANT 3'
r-
GRADE AND 4'
2XABOVE
OFF EDGE OF PAVEMENT.
SECTION A -A
NOTE: A MINIMUM WATER TRAP OF 1" IS REQUIRED
WITH A MINIMUM WASH HOSE DIA. OF 1.5"
5 PAVW TEMP CONST
RM
SCALE N.T.S
OP74
SCO` P,'Iraa�LLINS';?.
No.5791 ,�;,
�
;� -�/' t, �/1
o ls`SIONAL -,I 4
z
O
E
U) 0�
Z"
U)
w
z
z
M O Ln
M
Ln
LLJ -4
Q N
in
W
Q
10
m
(71
N
LAJ N
mi w
W
J.
W
0 C
00
z
:5a-
_jO
z
O
U
F_
2
W
1--1
0
W
V)
06
Z 0 F_
U) LU
O// LLQ
LL 2
LU U)
I LU
LU I
JF-
H F_
>
V
W
r_
O
_j
L.L.
TQ
i
U
O
U)
0
z
0
O w
F
b O s -
O w
M U)
]OB NO.
062004
SCALE
tt=30 r
1
SHEET NO
1
v
0
0
a
a
C
O
0
a
Q)
rn
0
o d
C
E
U
=W
WW
z
a CD
C
°W
In
o z
O' J
J
0
�U
0
Q)
o
o-
= C
3� tv
W
�C
0
U
Q) C
o�
+,
_0 •,
o
�
N
w
0 Q_
X
, Q)
0 0
-C
a�
E�'
0
a -C
0 3
0 on
Z C
Of -Y
W o
z rn
5 C
z 0
W .'.'
U
V) i
K
JY)J C
OO
U U
� o
0\
aa
i o
0- 6
o C:
tZ
�-0
V)
:5 Z
U O
X 1N
-
a) U
0-
V)
O O
z3
CO o
.
C
Q) CD
E "=
E
U •_
O
a -,-
0
a C
0
+. -+-.
o D
U _n
0
CO
V)
O .N
-0 =
C
U
1=
O U
W
(D W
U) p
0
Imo-- 3
z
41:r,
CL
J
a
ce.
m z
m O
U
N 0
o_
z
Lj °
o
cn
O
N LU n
�z
( s -
w
z �w
z
0
z �z
w °w
0 ��
U
w Q -j
1" M O a
w 0
Z
U O
[� O
1 V)
i U
Lu 0
�o
°
U
' N C
uj 7
0 3
n.
H � ami
° x U
W°
o
wujL
QZ�
�-+ J
w °
w;
� � z
Q z .Q
w�
U
O T 7
1
rr^^ Z N
V1 JO
U U
U
w U— �O
O
w 0
�o
w
O �
0.2
x 'ice
M U U
w U �
Q � �
L/ uj U
J
u 0
Lu
LU
LU U
O
JOB NO. c
062004
cob
co>
SCALE ° m
�j
1"-40' U
O C
N
i
O O
SHEET NO. o a>i
c
0
2 Oo
I— 3
Sediment T2P7 design i /, \,, .\� 1 � \\ \ \ ^ _ � - \�\ //-
d g area) ( a) a s / \ -- - x ' o ^\ - w`� _-w _ o- - - HGF
i \ I €7 AV
,rap olum¢s. mn>:.waw„" w -_.. . 1 �.x-x---_ 1 x=max x� - -x �\ . _ w--"�- "' _ moo
\\ cuT
¢lee{en lrcf area (ao wwme(e» - - W x x _ - _ __ _ _ _---
\` � yam\, E'
<
s41.00 4sso ta.e w.ww Ls \ \ \w781 \\ - �\ / _/----`- , _ - _
STATE WTE 1 w /
5az.00 sz7o 33.e 1 s - \ 1 /\ - o �\ o SCO LLINS'Z
/ -- - - -
543.00 1020.0 fi1.6 --- -- _- _-_-_- - �£O C••- -w o �o=--=sro-•-� - •�.�a•9S'Fe =-�-oo-G--ti3e-F,T----Po / -fD--L - / - __-
rxww�f a,ww nm mm ___ -_ _ _^-__-__\ '\ _540 _ - _ _ ---____ -_-
-PREP-oiEOLiMFTifQ� -_ _-_ _ ____ �_ __ __ __ ___ __ _ ____ _____ � __ __ �s
_ - - - _ _ �'.\
Zetorage. a.ff vrt aw r..w _ _ .` _ -'�_. _
bottom ge{ProVwedr (ft) cY 541.2. r__ \\`�\\` O�eSSIONAL E
DSTIfRBAN39S \
\ `O\
wet Stora ded at the elera\on 1].o _
slope of wet stomgesdes 2.1 _ _ _�$ -_
'r length(ft)(6x DA) 26Fagr^ _i ^-_-
drystorage bottom of hap eleletion(R) 540 I o '
we I I I I 1 \ W ��� -SILT FENCETO ENCOMPASS
tlry et¢rage proUd¢d alth's (67-DA)
(cy) 6.8 top"I, of dam -ons'. 21'x12 I \ I c. F THE BUILDABLE AREAS FOR - �; � -_- -
dry storage requ red {cy)(6]'DA) t8.8 bottom trapdmens \ --- _ ^_-_ _ '- THE PROPOSED BUILDINGS
to
542 _
B Ise \ 'UNIOTSO(TYPICAL)DING
slope of dry stone sides 21 top traP d'mens ons 33'x24
me \ \ - TO BUILDING
m ^�_
UNITS(TYPICAL)
` J P
J -^ -I - �- -, - - / -t al�^� /� IP
far refer¢nce. - - -- � - - - s' .. l5 os ' L
n, s � �a
n
a4 ay x; 1�N,I"eG 1r m f--77 M
3 N 30 -- - \(IS: --I. IP
Is u sl - - 11 £ _ EXISTING ASPHAL \ e _
xp e d I13 F J (_ Aix wv A. 4 vv .iv/sem �Z
��,,,� •� f L - PARKING LOT Bs o
z f
STAGING I \ I / O Z Z H
LOCATION-POTTY
OCATIONm I PROPOSED BUILDING \ \ / / \�C\ \\ \\\ \ ,w O O w
` \. III / 5 1 / II - ----I - -- - - / I. ... /'tr `\ •� �•� Y/ �, z
z
F Tl
sAFErvFENCEwITH
8'HGH HAI LINK CONTRACTOR J _ ,. Q S
PARKING LOT A / / AGINGAREA / W 3
-- - scRLENwG TO SEPARATE - \ ��^
, I SAF coNST ucT!oNAcr!vlTv I _--'-'
•'- _ STOCKPILE a.-.
^\ \
z
.4 //_IRIBIiT OF�WAY•-�\
------ \\\ I 11111111 � I I � / , // j I � I_ I I � Y � I I ( � , � I � I� I I � I • � I ( // � _ \ //
` ,.: _...-. _� , n.n'x:'c c•r° ..._ RIPRAP OIJRET t - / / `^ \\ / � � / / /
\ �.., J j OP DRorecnoN ct` -
\ 1 1 Q------- - --- / I J I. I- - II _ f J •------\ _ 3e, �.- I`` / of
f a•srw sawx l"ra / F'J I --- --------------- - - 1..__ 0 1f e .1. L / /•�.
/ 1 S 5 / r_ / W 6, L. ^-_---_---- /
\\ / '/ I,try �':. I "-"' �"�"' -.-I 0 _z
- / CONCRETE
i o a
AREATOTRAP
._. \ DC CONTRACTOR
-At - _ \
- - \\: - . - �MOPOSEOI'�ING - -_ mrr
_ I EDIMENT LAD _
\ / � \, ` \ / / / �� T PROPOSED BUILDING \ \ INSTALL CURB -CUT TO - �_ '_---"---
fi wC4 i
--
\ - - - �Yt
I - -_
INSTRUCTION ENT P ROPOS
E
%/'
L -- -INCE B..- rdB ILDMG ----'-----
-- - ------ _ �L / - I //
� .- .� ^UNITS iTYPICAu --
\\ SED `
��.T-
W w�`r
_� `. z
t - ` x- --- ----- ----- -- -=_------___-------1�,'~ - TREETOP DRIVE--- son- - ' of a :¢ ¢l �l i/ / / / i i r / / / / / / / / / / / r / r / / l / / l / o
----J-�E-.x- �------.'---- --- --- -- - ----------'- �` �I� L----- T ti.. , t � , r / �--------- r / / / / / / / / i / r / / / / / / / / / / / r / /
JX' -K -x-% x -x -x % x �i /
_...A��_�-.��.
'EXIST
AADpRLTLWYIG+�xl I
_ .. _e -e .- DISTURPROPOSEDLIMITS OF
v.. -.s �,-. a �..<. .- STURBANCE=496ACRE5
CONSTRUCTION ENTRANCE
DI
M1f17 PAVEDENTRANCE 3 EROSION CONTROL NOTES &NARRATIVE �J
\ \ i
-INSTALL CHAIN-LINK 13B:83$�c _ IP ^^`, MIN. 1 / / ^
SAFETY FENCE WITH _- S;rl 1 I PROJECTDESE OFTIOW
HIS
CCREE14 UCTIO SEPARATE
'� �1rC - -- ------ L 1` I i THE PURPOSE OF THIS DISTURBINGARIVITV IS TO CONSTRUCT THE REMAINING CONDOMIN IUM
\ \ \\ PUTTING �� / 1I UNITS WITHIN THE WOODLANDS OF CHARLOTTESVILLE DEVELOPMENT. THE PARKING LOT, UTILITIES,
FROM EXI STING RESIDENTS X Jam` `
- ` ' C 4 DRAINAGE,AND OTHER INFRASTRUCTURE WERE ORIGINALLY INSTALLED DURING THE INITIAL LAND
CE COMPASS PS \ I I I. CONSTRUCTION TIEE CONDO INIUM PADS HAVE INCLUDED
THIS
PADURBING ORTHE
• '\ \ _ _ _ _-----`c' �� k ^�\ \THE BUILDABLE AREAS FOR SF I III CONSTRUCTION OFTHECONDOMINIUM UNITS. ALSO INCLUDED IN THIS LAND DISTURBING ACTIVITY IS ui
BHWSE _ \ I +r THE PROPP PROPOSED BUILDINGS 1
-'c _ � I III THE ALL CHAFION OF THE STORMWATER FACILITIES AND ANY REMAINING IMPROVEMENTSTO THE It
r OUTFALLCHANNELS BELOW THE FACILITIES. THE TOTAL LAND DISTURBING ACTIVITY PROPOSED ON THE
// PROPERTY IS 4.96 ACRES.
O \-`�_ ® _ TM60760D-OD.60-G1HOD _ [,y I l l! J EXISTING SITECONDITIONS:
`FTE Y \
i
�WOODLANOS OF CHARID SVILL� � - �_' _� �-'-�=�= � \\\\ \ \ - J s I I
,,,-_ - II ' CONDOMINIUW ASSp�fATION 1NC. _�_-"'����'� _-"�� ;{.' \ \ \ \ I I I I I THE ENTIRE SITE WAS GRADEDAND CONSTRUCTED WITH THE INITIAL LAND DISTURBING ACTIVITIES ON
.OJT S I ZONING.'R15 RESIDEN2�AL '/-'-- ���\ \\\\q� \ \\ \\ \ • 5 r J.I , THE PROPERTY IN2006, BUT NOT ALL THE CONDOMINIUM UNITS WERE CONSTRUCTED AT THAT TIME,
�'�/ ' / / ,EXISTING DRAINAGE / i �/'� \\\ \ I
p4S / , ,'' %�'/%. ' \DSOPOSE NLIE= 6ACRES \ _M N Yn �n'-_ ,.I �I j
/ r
DIVIDES(TYPICAL) , � / / /�// / i' ����� - URBA C 49 _-- i I I DUE TO MARKET CONDITIONS. THE PADS FOR THE FUTURE CONDOMINIUM BUILDINGS WERE GRADEDTO
- - - ---------------- I I\ SUBGRADE OF THE BUILDING PADS PARKINGOR THE FUTURLOTS,ECONSTRUCTIONOFTHEAINAN STRUCTURES, AND
\ ' i / \ \\ \ \ PROPOSED BUILDING
DIVIDES TYPICAL / / / / / \ \ UNITS (TYPICAL)
/ / / / \ \ \ I I I III ': i i I \ INFRASTRUCTURE INCLUDING THE PARKING LOTS, TRAVELWAVS, UTILITIES, DRAINAGE STRUCTURES, AND
__� __ __ \\\q O I STORMWATER MANAGEMENT FACILITIES WERE INSTALLED WITH THE INRIALLAND DISTURBING
\`\ \\ !I \\ ACTIVITIES. ALLTHE NECESSARY OFFSITE UTILITY WORK AND GRADING WAS PERFORMED ATTHAT TIME
AS WELL.
/
/ a• / c ///i / l / ! /// J %ir/\\ \\\\ \ / I I _ i.: 'pn 1 SHERWOODADJACENT MAN O
STAGE / , // ' / \ \ \ -- -- ' )P I HR$TATL ALL THE NE MANOR LOCATEDT THE EAST THIS AND
SHERWOOD WNSTREAM
WAS PERFORMED IC�I.T OF ALL THE THE INITIAL
GRADIN DISTURBING
THIS DEVELOPMENT2006.COORDINATION
H MANOR COMPLETED WITH
DURINGTHE INITIALLAND DISTURBING ACTIVITIESIN TTES6.E OVER THEY ERS SINCE
NCOMPLIAL WITH z
' / x / xo \ \ - ' f / \t \ \ n = � • I I PARKING LOT E i I /� SHERWOOD MANOR AND WOODLANDS OF CHARLOTTESVILLE OVER THE YEARS SINCE THE INITIAL
�� �/ ra_� S // \� - -- i•�� l I I EXISTING SWM \ 1 11 EXISTING UTILITIES e I ' I �.//� DEVELOPMENT OF WOODLANDS OF CHARLOTTESVILLE, ANDALLTHE CONSTRUCTION RELATED ISSUES
MSU
HAVE BEEN ADDRESSED, EXCEPT FOR THE COMPLETION OF THE CHANNEL OUTFALL, WHICH IN INCLUDED
i FACILITY ,I' jUNITS( YPICAL) ' j r WITHTHISPROPOSED IND DISTURBING ACTIVITY. ADDITIONAL COORDINATION WITH SHERWOOD
MANOR WILL BE NECESSARY FOR THE COMPLETION OF THE OUT FALL CHANNEL WITHIN THE EXISTING
ac
DRAINAGE EASEMENT ON THE SHERWOOD MANOR PROPERTY.I GP J
CONVE TED TO FONAL SWM `---`-' / I w _ I� \\//� j /% SUNSET AVENUE AND INTERSTATE 64 ARE LOCATED TO THE WEST AND NORTH, RESPECTIVELY TO THIS BEO
w 4
r / y
VOLLEYBALL COURT
\/ /{ BASKETBALL
\ \ COURT r/ I I l /' l l 11
}� ) l l i / / / i l l l I r AI
/I
I L'' /- % ; /' '' ,r i i i rl l l /-.vw `v vv vv • 'v v v - --
4
S
1'
-------------------------
----------------------
TEMPORARY
__ _-_'_;-'
--- - --------,_
DD TEMPORARY DIVERSION DIKE
Compacted Soil \\ \\ \\ t\ \\ \\ \ \\ 1
Non-Erodable Liner
IB" min. 1 I I •I �\ \\ \\ \\ \ j i � I 1 1 I I i i 1 i ll l l l
TENNIS COURT
11 \ \\ \\ \\ f / I I I I RIP RAP OUTFALL
I\ \ \ \ \ \ \ \ \ / 7 i) it (t PI -SEE STORMWATER 11
MANAGEMENT
I ILIIWillimilli / PLANS FOR DETAILS I
4.5' min.
SOURCE: VA. DSWC PLATE 3.09-1 \ \\\\\\
SLOPESOW I �rTp �� \\ \\\\`\\ \ \ \` `\\\ �T \sJJ.�� - / y"� / / EXISTING STONE CHANNEL/
II ONETI�IECRyf�CIJTN£R,yEgJIESpAWLBERLLM,R w BERM OMM/ECNORPl7 \\\\\\ \\\`\ \\`�\ `� �\ p?.\\\\ ------ / X' 0�' OTq /INSTALLED PER APPROVEDWPO PLAN FOR
MAY BE APPLIED ACROSS BEHIND THE BERM. 0 \\ \\ \ \ \\\\\\ x\ \\ y1( / *MtiM1CHARLOTTESVIOOE UNDS
THE SLOPE BERM
\ \ \ \ \ \\ \ \ V \` \-----------
-
---------
\�� \\ `-------------
--------------
D
------
WN p LEyELgEFpp� ;."•., \\ \\ \ \ \\ \\ \f \ \�`. `\ ------
SRM/N4uR( MEDNSTA/UTION TURN �1NE END T -• STEEP
UNDER 4 AND STAPLE AT 11w /NiERVAlS.rK" .: 12"$TOPE
DITCH Flow OPRO'FEE MR COI• �IN�PLARALLEL -
_ - T' IN DITCHES APPLY PRDIECINE COVERING ". TD WE DIRECTION CIF FLOW
P iD THE D/RECRON OF FLOW. AND ANCHOR SECURELY.
UECK OTS AS RE l
D�UR .. AVOID
` ,,//pp//N/NC AN7ESRLML
TNf D/TCN IF AT Nl BLE. OF - - - - - - " �' RIPRAP OUTFALL
_ 0� SEESTORMWATER
_ MANAGEMENT �% �/
®j SO/L STABTLTZATTON BLANKET y� ___--- = ��� PL?NS FOR DETAILS �i/ \
TREATMENT 1 SOL STAd4IL1TA]N MATING ANTERIAL STALL BE AVSTAILED AS , /
NO SCA(E REQUESTED BY THE AIBFAMRIE COUNTY EWS/LW COIBBOL INSPECTOR - -_
_'EXISTINGSWMFAOUI1
Al 11 Ar CURB INS _OUTFALL
cx_TM
lT INro TRcncw IIUGREN sTux O - ' .Y% [ l
,N=sw
ror�iwT 4,FA WmAAn // - i7� I
Amm auris � ij .' 1 / I
WRE SCREy�_, �"cwErE BAocw
r.YtAYEL. MIER
OR 0 COARSE AGpPECA>E SECRON A -A -I � _ � � / / ,/ / /' I ✓ I\ \ Il 1
SILT FENCE BLOCK & GRAVEL CURB INLET __ / i �✓ 1\
sF (WITHOUT WIRE SUPPORT) .os- IP SEDIMENT FILTER 'D�- oP PIPE OUTLENT�CONDl77ONS
no SCALE NO SCALE
\ \ \ \ \ FACILITY -SEE WO PLAN E - I III / / // / DEVELOPMENTAREA. NO IMPACTS ARE EXPECTEDTO EITHER ROADWAY FROM THIS DEVELOPMENT, T L _
\ SHEETSFORRHALDETAILSON� THE CONVERSION `` IP I i /% % �i / THE EXISTING WOODLANDS OF CHARLOTTESVILLE IS LOCATED TO THE SOUTH OF THIS AREA, ` I�
\\
_ __ __ ' ZONING R1 ESIOENIIAL
TMP 07600 00 OO O46C0 I I) I I I /
I WOODLANDS M
OFFSITE LAND DISTURBANCE � O
THISLANANNEL LOCATDISTUED
WITHIING N
THE EXISTING
DRAINS THE AGE
PLETION EASEMENT THE THE SHERWOENTS OD
O THEOUTFALL, `
y------------------------ l - _CHANNEL LOCA TED STORM THEE MANAGEMENT
PLAN. COORDINATION
IN THE WILL
WOODMANOR PROPERTY,v
I
J
^ RDINATION WILL BE NECESSARY WITH
y
/ AS SHOWN ON THE STORMWATER MANAGEMENT PIAN.COO
N
^----------------------- / � / SHERWOOD MANOR FOR THE PROPOSED IMPROVEMENTS,
rn
\ o
CRITICAL AREAS:
uiCRITICAL AREAS ON THE SITE WILL BE PROTECTED DURING THIS LAND DISTURBING ACTIVITY.
CONSTRUCTION SILT FENCE WILL PREVENT ANY SEDIMENT FROM LEAVING THE SITE TO THE WEST AND f
IMPACTING SUNSET AVENUE. SILT FENCE AND INLET PROTECTION WILL ALSO KEEP THE SEDIMENT FROM W
IMPAC TING THE EX I STING SWM FACILITY ON THE PROPERTY, THE BIGGEST CRITICAL AREA IS THE J
O
CONSTRURION OF THE FINAL CHANNEL IMPROVEMENTS ON THE SHERWOOD MANOR PROPERTY, ELOW
THIS DEVELOPMENT. ANV WORK WITHIN THE CHANNEL MUST BE PERFORMEDOURING THE DRV TIME OF , ■,
EXISTING POND OUTPACE - /\ y\; _; / / // / / W N W
--STRUCTURE INSTALLED PER `� ` / \ "Re \ \ I \\\�-�'� / /� THE YEAR TO PREVENTANY FURTHER EROSION ISSUES. ALL WORK MUST BE COORDINATED WITH THE N '^ J
WOODIL EDWPO PLAN FOR '} }\1 PROPERTY OWNERS AND SHERWOOD MANOR HOA. V I O -
-. WOODLANDS OF l \ \ \ \`\ \\. / S \\ / M,-. �- //// / / / /
A
I
it
J
\p 1-
K:
^_CHARLOTTESVILLE
1 \ \ 1 \\ ` \ \ \ \ `S I• \ \/ +.\' / / / / / / / / SOILS: 1 [JCJ w
\,\ ALL GRADING ASSOCIATED WITH THIS LAND DISTURBING ACTIVITY WAS PERFORMED WITH THE INITIAL ✓ L� %�
LAND DISTURBANCE IN 2006. NO GRADING IS PROPOSEDATTHISTIME FOR THE COMPLETION OFTHE z f cz
1-it1 1\\ \t \ \\ \\ \\ \\ \\\\\\,�\ WOODLAND OF CHARLOTTESVILLE. THE EXISTING SOILS MAP AND SOILS DESCRIPTION 15 SHOWN ON THIS IJ -I z
�• •l
/ / SHEET ASA REFERENCE. I-� O �
SEQUENCE OF CONSTRUCTION:
R�\ >
PROPOSED LIMITS OF PROPOSED BUILDING \ / / / /� /� /� 1. NOTIFY ALBEMARLECCOUNTY TO SCHEDULE A PRE -CONSTRUCTION MEETING AS REQUIRED. O
DISTURBANCE= 6ACRE5\\ UNITS(TYPICAL) \ / / / // // / / / 2. NO EROSIONCONTROL MEASURES MAY BE REMOVED DURING THE CONSTRUCTION PROCESS �. _
\`\ \\ 49 \� l WITHOUT THE APPROVAL FROM THE INSPECTOR ON THE PROJECT. W
--- /\ /'� aa IP` / / / / / / / / // 3. CONTRACTOR SHALL INSTALL THE PROPOSED SAFETY FENCE AS SHOWN ON THE PLAN BEFORE AND Z 3 m
hh\ I ( l Ill / 11 CONSTRUCTION OR LAND DISTURBING ACTIVITIES TAKE PLACE ON THE SITE. THERE I5 NO PROPOSED w W
\ l / l/I 1 /� TREE CLEARING ACTIVITIESWITH THIS LAND DISTURBANCE ACTIVITY. O i
C
ECS MEASURES (SILT FENCE) EAST OF SWM FACILITY AT BASE OF STABILIZED SLOPE MUST BE L
REMOVED PRIOR TO THE RELEASE OF ESC BOND FOR THIS PROJECT. THESE MEASURES SHOULD BE UJ HF -
REMOVED AS FIRST STEP IN SEQUENCE OF CONSTRUCTION FOR ACTIVITIES PROPOSED WITH THIS C� J Q a
APPLICATION. J w
5. INSTALL THE PAVED CONSTRUCTION ENTRANCE AS SH OWN ON THE PLANS. THE CONSTRUCTION x HI �/�
ENTRANCE SHALL BE INSTALLED ASSHOWN TO MINIMIZE THE TRANSPORT OF SEDIMENT BV y/
U
(VEHICULAR) TRACKING ONTO THE PAVED SURFACES. WHERESEDIM E OFT- TR SE SPORTED ONTOA
_ _ \ \ \ \ PUBLIC ROAD SURFACE, THE ROAD SHALL BE CLEANED THOROUGHLY AT TH E END OF EACH DAY. fLn 06
_ \ \ \ VIRGINIA EROSION tr SEDIMENT CONTRIX-
J - \ ` EROSION CONTROL * NAGINIA E OSION &A SEDIMENT
CR SEDIMENT SHALL BE REMOVED FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTING w FE
�t\I\\ _ -\\ �\ \\\` * TO A SEDIMENT CONTROL DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER THE E o
SEDIMENTIS REMOVED IN THIS MANNER. INSTALLTHECURB CUT IN THE EXISTING CURB AND
® O o 3
\\ \ \ e 1 1 $ \ 1I \ \ \ \ $® STRAW BAIL BARB/ER 304GUTTERASSHOWN TO ALLOW THE SEDIMENT LADEN RUN-OFF TO DRAIN TO THE PROPOSED W
SEDIMENT TRAP. ,W/O .4 z c
TEMPORARY DIVERSION DIKE 309
� 6. THE CONSTRUCTION PARKING AND STAGING AREAS ARE LOCATEDONTHE EXISTING ASPHALT w wY
PARKING LOTAS SHOWN ON THE PLAN. O Z
7. INSTALLTHE PERIMETER CONSTRUCTION MEASURES AS SHOWN ON THE EROSION AND SEDIMENT w
TEMPORARY SEDIMENT TRAP 3.13 CONTROL PLAN. THIS INCLUDES THE SEDIMENT TRAP BELOW THE CONSTRUCTION ENTRANCE, THEiP_
1 I O INLET PROTECTION AT THE EXISTING STORM INLETS AROUND THE PARKING LOT AND TRAVELWAVS, z Q
11 ` \ `JA oV I \ \\\ \\ �•w l I I I l / 1 I I THE SILT FENCE THAT ENCOMPASSES THE BUILDING AREAS, AND THE OTHER EROSION AND = W z
\\/ 1//. \\ yL_,\•�\ I \\ \1 \\ i % I / / ! IP -� INLET PROTECTION 307 OSEDIMENTCONTROL MEASURES AS SHOWN ON THE PLAN. ALL EROSION CONTROL MEASURES C/] ( )
IN ENDED TO TRAP SEDIMENT SHALL BE INSTALLED AND MADE FUNCTIONAL BEFORE U PSLOPE LAND v u
X SILT FENCE 3.05 DI STURBANCE TAKES PLACE.
LL -
8. ONCE ALL THE EROSION CONTROL ITEMS HAVE BEEN INSTALLED AS SHOWN ONTHEPLAN ANDTHE W o�
INSPECTOR HAS APPROVED THE EROSION CONTROL MEASURES, THE CONTRACTOR CAN BEGIN THE [iy O Y o
CONS7RUC7ION ENTRANCE 3.02 CON5TRURION OF THE BUILDING FOUNDATIONS FOR THE CONDOMINIUM UNITS. W ,^
PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN ISA V/
SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARYSOIL Q
I O ' CHECK DAM 3,20 STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BEAT
'TMP 07BD0-p0-00-0 FINAL GRADE BUT WILL REMAIN DORMANT (UNDISTURBED) FOR LONGER THAN 30 DAYS.
If / i / / / WOODLANDS LAND PRO PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANc
TFOR -
\ 1 Y 1 I
ZONING: R15 RESIDE 0
' \ cx\ i• 1 1 I / '/ i / "l' I FD TEMPORARY FILL DIVERSION 310 MORE THAN ONE YEAR. t
10. INLET PROTECT ON AND SILT FENCE SHALL BE MONITORED THROUGHOUT THE CONSTRUCTION 00
u 2
F
4 \ 1 1 // / / / I I DEVELOPMENTOF THE BUILDING UNITS. IF THE SILT FENCE OR STONE FILTERS AT THE INLETS Q
11 II II II II / / / / f/ 1 1 II OV 0 10 DIVERSION 3.12 BECOME CLOGGED WITH SEDIMENT, THE SEDIMENT SHALL BE REMOVED AND THE STONE CLEANED
IIi i i % l I AND/OR REPLACED. O
I I W
11. COMPLETION OF THE STORMWATER MANAGEMENT FACILITIES SHALL BE PERFORMED AFTER THE �v
PERMANENT SEEDING 3.32 CONSTRUCTION ACTIVITY FROM THE CONSTRUCTION OF THE BUILDINGS HAS BEEN COMPLETEDAND O E�
STABILIZED. C E_
12. ONCE THE CONSTRUCTION ACTIVITY HAS BEEN COMPLETED, THE SITE IS STABILIZED, AND THE g' N
EROSION CONTROL INSPECTOR HAS GIVEN THE APPROVAL; THE CONTRACTOR CAN REMOVE THE
`•, 11 \ ; �/ //ll iii/ j i/ I ,H� TOPSOILING 3.30 ER0510NAN D SEDIMENT CONTROL MEASURES. NO ITEMS SHALL BE REMOVED UNLESS THE ]OB NO.
C
RAP,HICI SCA4E \ \ UPSTREAM AREAS ARE STABILIZED AND THE INSPECTOR GIVES PERMISSION.
r 1 \ \
VERT INLET PROTECRON 308 13. MAINTAIN ALL EROSION CONTROL MEASURES AS SPECIFIED IN THE VIRGINIA EROSION AND 062004
COL
SEDIMENT CONTROL HANDBOOK, REMOVING ONLY WHEN APPROVED BY THE LOCAL PROGRAM
ADMINISTRATOR IN ACCORDANCE WITH THE VIRGINIA EROSION AND SEDIMENTCONTROL SCALE
F /u
\\ r L OC OC DUST CONTROL 3.39 14. ALL TEM ORARYEROSIONANDSEDIMENTCONTROLMEASURESSHALLBEREMOVEDWITHIN30 1"=40' c
I k IN FEEp J \\ DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY MEASURES ARE NO LONGER
lihch= 4p ft \ SA SAFETY FENCE 301 NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE LOCAL PROGRAM ADMINISTRATOR. TRAPPED SHEET NO. n8
SEDIMENT ANDTHE DISTURBED SOILAREAS RESULTING FROM THE DISPOSITION OF TEMPORARY y w
MEASU RES SH ALL BE PERMANENTLY STABILIZEDTO PREVENT FURTHER EROSION AND 3 m 0