HomeMy WebLinkAboutSDP200600113 Plan - Other (not approved) 2006-12-18University of Virginia Research Park
Town Center Buildings Three and Four
3. Source of Information.
County Research and /or Owner provided.
4. Source of Survey:
K rk Hughes & Associates (Field Survey(, May, 2005
Jim Bell (Aerial Topography), 1997
5. Parcel Information.
This is an internal parcel to the North Fork Office Park, Parcel E, 33.26 acres
TMP 32 -6A, n/f University of Virginia Foundation
Current Use: Commerciai Office
Deed Book 2712, p 325, DB 2635, p 454. DS 1936 p 589: D8 1684, p 225.
Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA)
Proffers: As listed In the proffer statement by University of Virginia Real Estate Foundation,
March 21. 1996 (Ref ZMA -95 -04, ZMA- 9B-27)
Watershed: Rivanno River
6. Adjacent Parcels: See Sheet C -3.0 Boundary Exhibit
7. Building Statistics
Proposed Use: General Office Buildings
sown Center 3__ Town Center 4 Total_ -_ __
Number of Floors: 3.5 3
Building Square Footage: 83.666 70,583 154,249 sf
Floor Area Ratio: 0.48 (Based on lease area)
Maximum Building Height: 56.0'
Number of Employees. 280
Industrial /Commercial Use: 0 sf
Lot Coverage (Lease AreoJ
Cover
Building Footprint 46.060 sf
Complete
Parking and Driveways. 190,085 sf (Lease Area)
(59.1%)
1. Owner /Developer:
,
University of Virginia Foundation
(714 %)
465 Crestwood Drive
CCnncal Slope Exhibit
Charlottesville, VA 22903
Microoire
Tel: 434.982.4848
4.8
Fax: 434.982.4852
77,000
2 Landscape Architects /Engineers/Planners
1996
The Cox Company
25,000
220 East High Street
PRA
Charlottesville, Virginia 22902
6.5
Tel: 434.295.7131
(88)
3. Source of Information.
County Research and /or Owner provided.
4. Source of Survey:
K rk Hughes & Associates (Field Survey(, May, 2005
Jim Bell (Aerial Topography), 1997
5. Parcel Information.
This is an internal parcel to the North Fork Office Park, Parcel E, 33.26 acres
TMP 32 -6A, n/f University of Virginia Foundation
Current Use: Commerciai Office
Deed Book 2712, p 325, DB 2635, p 454. DS 1936 p 589: D8 1684, p 225.
Zoning: PD -IP, This Property lies within the Airport Impact Area (AIA)
Proffers: As listed In the proffer statement by University of Virginia Real Estate Foundation,
March 21. 1996 (Ref ZMA -95 -04, ZMA- 9B-27)
Watershed: Rivanno River
6. Adjacent Parcels: See Sheet C -3.0 Boundary Exhibit
7. Building Statistics
Proposed Use: General Office Buildings
sown Center 3__ Town Center 4 Total_ -_ __
Number of Floors: 3.5 3
Building Square Footage: 83.666 70,583 154,249 sf
Floor Area Ratio: 0.48 (Based on lease area)
Maximum Building Height: 56.0'
Number of Employees. 280
Industrial /Commercial Use: 0 sf
Lot Coverage (Lease AreoJ
Cover
Building Footprint 46.060 sf
Complete
Parking and Driveways. 190,085 sf (Lease Area)
(59.1%)
Landscaped Areas' 1 97 Acres (Lease Area)
(26.6 %)
Maximum Impervious Area, 236,145 sf
(714 %)
Lease Area: *- 7.39 Acres
CCnncal Slope Exhibit
8. Parking Statistics
Microoire
a Required Parking Spaces:
4.8
Commercial Office: One Space per 200 sf of Net Floor Space
77,000
Gross Combined Floor Space - 154,249 sf
1996
Net Floor Space= 80% NFS = 123,399 sf
25,000
Required Spaces. 617
PRA
b. Traffic Demand Managment Reductions
6.5
High Occupancy Vehicle Spaces. (2) Spaces per HOV Space
(88)
Bicycle Racks: (3) Spaces per Rack
(24)
Scooter /Motorcycle Racal) spaces per 32 sf Surface area
(I 1�_ _
Total Reduction of Required Spaces:
(123) 19.9`0
Total Spaces Required after Reduction .
494
c. Provided Parking Spaces
On Site: Regular. 436
HOV. 44
Scooter /Mot arc yC le: I I
Handicap. 14 _
Total, 505
d Loading Spaces
Requirement: One (1 I space for the first eight thousand (8,000) square feet of
office space plus one (1) space for each additional twenty thousand (20,000)
square feet of office space.
Required Loading Spaces' 1 + (154,249 -8,000 / 20,000) = 9
Loading Spaces Provided: 4 (Waiver Requested)
9. Standards and Specifications:
a. Virginia Department of Transportation (VDOT)
Road and Bridge Specifications, 1993,1994.
b Virginia Department of Conservation and Recreation,
Division of Sod and Water Conservation, Virginia Erosion
Arid Sediment Control Handbook, 3rd Edition 1N92.
c. Albemarle County Service Authority, General Water and
Sewer Construction Specifica tions, January i5, 1998.
d. The University of Virginia Foundation
North Fork Design Code, May 28, 1998
FINAL SITE PLAN
SDP 2006-00113
THE COUNTY OF ALBEMARLE, VIRGINIA
RIVANNA MAGISTERIAL DISTRICT
10. General Construction Notes:
A. The abbreviation V D.O T made hereafter refers to the Virginia Department of
Transportation. The term County refers to the County of Albemarle. Virginia
B. Prior to any construction within any existing public right -of -way, including connection
to any existing road, a permit shall be obtained from the Virginia Department of
Transportation (VDOT). This plan as drawn may not accurately reflect the requirements
of the permit. Where any discrepancies occur the requirements of the permit shall
govern.
C. All materials and construction methods shall conform to current specifications and
standards of V.D.O.T. All excavation for underground pipe Installation must comply with
OSHA Standards for the Construction Industry (29 CFR Part 1926).
D. Erosion and siltation control measures shall be provided In accordance with the
approved erosion control plan and shall be installed prior to arry clearing, grading or
other construction.
E All slopes and disturbed areas are to be fertilized, seeded and mulched. The
maximum allowable slope is 2:1 (horizontal' vertical). Where reasonably obtainable, lesser
slopes of 3:1 or better are to be achieved.
F. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of
the Albemarle County Director of Engineenng, or the Director's designee, it is deemed
necessary in order to stabilize a drainage channel.
G Compliance with the minimum pavement width, as shown on the typical
pavement /road section detail, shall be strictly adhered to. Exceptions will not he
allowed
H. Traffic control or other regulatory signs of barricades shall be installed by the
developer when In the opinion of the County Engineer or his designee. they are deemed
necessary in order to provide safe and convenient access All signs or other regulatory
devices shall conform with the Virginia Manual for Uniform Traffic Contra! Devices, latest
edition
I Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III
J. All excavation for underground pipe Installation must comply with OSHA Standards for
the Construction Industry ;29 CFR Port 1926).
K. All paving, drainage related materials and construction methods shall conform to
current specifications and standards of VDOT unless otherwise noted.
1 1. General Water and Sewer Conditions
A. Work shall be subject to inspection by Albemarle County Service Authority Inspectors.
The contractor will be responsible for notifying the proper service authority officials at the
start of work.
B. The location of existing utilities across the line of the proposed wor< are not necessarily
shown on the plans and where shown, ate only approximately correct. The contractor
shall on his own initiative locate all underground lines and structures as necessary.
C All materials and constriction shall comply with general water construction
specifications as adopted by the ACSA on January 16, 1998.
D. Datum for all elevations shown In National Geodetic Survey.
E The contracto, shall be responsible for notifying "Miss Utility" (1- 800-552- 7001).
F. All water and sewer pipes shall have a minimum of 10 feet of separation and 3 feet of
cover measured from the top of pipe, over the centerline of pipe. This includes all fire
hydrant lines, service laterals and water Imes, etc.
G. 20' Wide easements, centered on the pipeline and appurtenances shall be
dedicated to the Albemarle Service Authority, except where the line is in a public road
right -of -way.
H. 3' min. separation required between waterline and storm sewer culverts or 6"
separation when waterline its insulated. Use 1/2" thick therma -cel pipe insulation In 3'x4'
sheets as manufactured by nomaca, inc. or equal approved by albemarle county
service authority. Insulation to extend 5' beyond centerline of culvert in both directions
or 5' beyond ends of culvert when parallel.
r. Touch read meters are being used by the Albemarle County Service Authority. to
accommodate these meters, meter lids will require a 1 -3/4' hole tapped into the center
of the lid. Blind tops or plugs shall be provided to prevent debris from entering the boy
prior to meter installation.
J. Al water and cewer appurtenances are to be located outside of roadside ditches.
K Certification that 95% compaction its obtained shall be provided for all fill areas under
water and sewer lines and appurtenances. This certification shall be signed by a
professional geologist. The certification shall state the exact area that the certification
applies to.
L. Valves on deodend vines shall be nodded to provide adequate reshaint for the valve
during a future extension of the line
12 Stormwo ter Management
A. The site lies within'wo different watersheds. "own Center Three will primary dran via
surface flow and proposed stormwater piping to an existing stormwater management
basin located northeast of the project area Town Center Four will primarily drain via
surface flow and proposed stormwater piping to an existing stormwater management
basin located southwest of the project area. Each of the existing basins were
designee and constructed with full build -out of the subject sub -area of The Research
Park incorporated.
B. The site does not Ile within a reserver watershed The stormwater from the site flows
norheostword to the North Fork of the Rivanno River.
13, North Fork Research Park total Buildout Statistics_
Cover
■ C -20
Complete
■ r -2.1
Bnuri Exhibit
Building
Density
■ C -s0
Year
Acerage
CCnncal Slope Exhibit
■ C -4 0
Microoire
1995
4.8
46.000
77,000
Motion Control
1996
4.0
25,000
60,000
PRA
1998
6.5
812,577
82,577
Town Center One
2000
6.6
70,583
70,563
Biotage
2002
7.1
51.000
60,000
ETC
2002
3.0
41,778
41,778
Town Center Two
2006
4.3
83,666
Total
36.3
400,584
391.918
Acerage
Dev. GSF
Density
Capacity
307.0
3,000,000
3,001
Developed /Sold
6.6
400,584
391,918
Total Remaining
300.0
2,599,416
2,583,028
14 Setbacks' Per the approved application plan for development, setbacks are:
50' from public R.O.W. to budding
10' from public P O.W to parking
15. Note: Hazardous Materials: No hazardous materials, including medical wastes, shall
be disposed of within the project.
■ C -10
Cover
■ C -20
Bellhop, Erhiblt
■ r -2.1
Bnuri Exhibit
■ C -2-2
Existrrg Cnndihors Exhibit
■ C -s0
Srle Ran
■ C -3
CCnncal Slope Exhibit
■ C -4 0
1 eyout Plan
■ C -4 1
Read "A' flan and Profile
■ C -4.2
Road "P' Plan and Profile
■ C-50
Storrnwater Management Plait:
■ C 5.1
Regional Stomwri cxhlbrt
■ C -60
St,-water Profiles
■ C -7 0
Waterline Plan and Profile
■ C -8 0
Generol Dela is
■ ES -1 0
Erosion & Sediment Control Narrative
■ ES -20
on & Sediment n
t Ctrol Details
■ ES 3 0
Er- ion & Sedimenl Control Plan
• L -1.0
Landscape Plan
• L -2.0
Landscape Detarts
■ SL -1 0
Site bghlrng Plot,
■ SL 20
Site Lighting Details
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DRAINAGE STRUCTURES /, SANITARY SEWER STRUCTURES ,¢ H LEGEND: NOTES:
/10- 11 cu PFVtr .wr SEMw wun Dl£n e8 - >BA -NED _NE = MPVHOLt I 1 Hnnznntoi Dour nnU -53 vrr.yirri: u[F Ian. yfif`
Nf4n 11 suP OuT -.x. EI£vrt.\Mr -.ra JO r FRWpV M1R'FJx5151e� AFV = AIR RELEASE ✓A-1 ® - W41E "Y VA
RE
w' cRP m Ira A.PH = PSPNALT t'vL L 1 Venice' Jnrum NAVC 85JS 2
BW = an;TOM LE WAL_ = FlPF H,DRANi E ,A Urirersi,I of Viry,n _ dr =V "NF _,' s _ P Icca _c 4` PFHet't. OfSS >
m tFe (ace of curt on the ea= ss:+ of Lewis e-de Ll.:rV Cn•,e f� t NO 29f>
r5 - STF`RM DRAWN -E 'UPB nr_X 'r'� north of the ersectron w[h• Cls: eery G
.z rt1'rrr pp Dp fL.'vA - Yn :£MfF M+NIUIF l: appt" me e y
N, w -s = o,JCRE E UAP m = ray ✓AI yr
.2 IRI a1f -1 1Y I.pn� -w._ >6'RCP an e v�part SS,.e '� 6 - CONCR_ E � =JPE ANU GLITTEF J nr r,re 12/10/06
/ Fva 5D'. = W'e kNiNtFw er o _ vNlrun _ \'FFS uurw +r /I' CAF - CAST -IFON PIFC .t = UTILITI t`I•LE Eevohcn s a: 53 - rcr yr e=i t l
/ID IwIf01f /lu JBL =6 1te ManMl -52>f3 LMF = ORPEGATED METAL PI'E = LAMP ^ -T Trr, {vr�} becM1rtrnL .:t saufnwesr . -. _ y D -26 >how^ hereon <R'LW SUR48"tU
II — aa1 nlrvI - CLEAN_OGT � 3! The I.,= cho,,s c _rst�r un] uhhtes u
cuv cur =rPrr = ^ v IP -1,11 -
-ON( - _ONCRFTE = WAIER ME'.`.F y u eryru re >1r wn r er aporu.rm,ate «
w nU /f GOND = CONDUIT 'R Iv The folio »,ny s rc re utulzed In tlrcrhnu the Ir._etlon= of undergr =•One v
: n uo = u FeP px =.w.e CSW = CONCRETE Sib—N ',M = WATEP R,V,QLE �:a,tl�a vela s aor en ltd Irnee, topoyr„phre A, c-h,rllt P1111, and 1 TOPOGRAPHIC SURVEY:
I5 cur art =w_a 1,'Ip"x' GI = STnRM DFAINAGE Dkli�NL.F clans oovldei n :he U'r� ✓e�rrty �.f .IryIPIO FvuudcLO'nunJ rul lrtr macs pr..vifed -br
RIP prt -w,Y _ N(nmu lw l =SmY r F = ELECTRIC VAULT & MANHOLE IFe Jn�v T, cry'Jr Inc keu,dotron and the 111 "ty cc a ea Nc Once rtun..
1 P = 'TI 9 mp n ry 11 zr'fl \r�� I/zi pF wNL=e' NflMlw wl -xla CI DUC LE -IRON PIPS
n
Inse upon of utlll es ».s erf.rmed The - cntra�t�r soon det�rmlPe the e.o.
"'° D ¢Wfi W -511„ ,1. �N(P w,mNww, -5D4 = DG WDDD TREE et'y P TOWN CENTER 3 & 4 SITES
= TF PH .�_T & MANHOLE
b _LE ONE
I,cahcn �f _II tl ..rr rrl < rP,.ir nr T -f
e s utl lea b -IC - -- rrlencln w- 4 he .. n.r� or � rees t.
- � c
_ y
3
II /a mP ¢tewwnna .rreo' w'PVC oN =sw:' CF = CDUt uF PAVEMChT
., RIP Wt= 511. AC,ip N EW =
GRID ALL T TELEPHONE be find r le fnr c n end a9 tamages whr� h mighr be xia Ned br his or NORTH FORK RESEARCH PARK
9Y RIP nl,T ,plo wa¢1• ❑ LEP'iGNF JUMCTInN DON esp..nslb nv ani
-It TS ILF GL = GAS LNE - he. furlure tc a actly lot cte cnd preaerve o .III under yr >unds�utilr,e3
_ GM - GAS METEP 'r� ELEPTRIr' r, INL'10h 611
Uirlly 'taper ators
v = GAS b—E E CTRIC T4ANSFOFMER annan S-1 - abem.arle c .Intr sPr.Iee A,mOrt. RIVANNA MAGISTERIAL DISTRICT
i4'111 . ¢ ° 9W BnP° v°'" 51 . HD,�E - Hrl- DENS.rr Fo =rte IrLEUE PIPE ❑ woter - Arbemene tlenty - .eNr;.e ,m(h-.rr,,, ALBEMAR LE COUNTY, VIRGINIA
:¢n'F T
27111 �' wwrMlT fS I.!' =
LOW \OLTAGE u = cl"` .-HN. TelePnure SF'Ir1I, L'Vu
'elevrsron - 4delphrc
ie-c 1 W 'c9 °P "O a'" e'PV: iwl�- - Ma - FMialw ve�rn -SIGN Pori E-11.1 - oemlman veymle Pe »e AUGUST 15, 2006
/ro. p- l mmw'nrs a r mrn rm saFVSI - C.u> - . rt. cf I1.11"" Ile
OHE = L,VER =fEAO ELEC'TPI;, LINE
�GP afvAlXw -i IX'.wtA4t `.EVfA k41Wl£Ip LIP = OVEFHEAD TE.EFHONE 11NE ' = PCIiT or 5L I�� E Miss 5J01rty sCunto`t Irinrnat cn
,gar R P,f 'IT,; I'll
OHIV = CN EPNCAD TELPV 51- L NE. = IRRIGATIEN N -P'!L ✓ILIE rae
I5'CUP �H =1n: to "Frp WI -5tr� Iup llfMlNXh :iw 19 -
15' uP elf =.r:' F"ova N+'SV�Www0If 1' PE LIE PJ -1-T PENE =TALE E, _ EMER41tNt• LLErnr;NE , Prept%r?d fnr Unlrrrs t', =1 Vry�ra tou,.cutr,.. -u
np p � PEG ' SCALC -t - 40'
¢CmlFlx snd 'I, - POST INDICA nR VANE
F1Nwnnp- 5'F p pF•520 RCF REINFORCED �NCREIL PIPC :, Ott, h s wt', the 's'�, nwr werr -d b r�r'.
CONTOUR INTERVAL = 2
STORM DRAN LINE -- TREE or F I H Htyte tl /+s -sate; Tve 'oPOC pn 'a m tr aynrform t ] f
�P STANDPIPE e >e 1i ra,,, dnr nn ° "e'ed L., rth<rs rnd p.r., ieh °r„ KIRK HUGHES &ASSOCIATES
_ o at= '�_ - SANTARY SEWEP LNE • _ �.Prri Elm. <Tlf myna
"RIP
T'W -oR - LAND SURVEYORS & PLANNERS
I1 vuf FcP a4 .ter xn :cvtx rwr1l.o J6E = ILIN RSRnI.ND LL-CTPIC !ME
P .Tlpb r =IC = UNDERGPOUN•L TELEIPIINE JNE 220 EAST HIGH STREET
015 p- - watr nw =snY e ctP R =<wi w ueT✓ JNDERGRCUND TEI.E -111 ONE CHARLOTTESVILLE, VIRGINIA 22902
a•ceP In —re- e ct "�^ °• «'. WL -TLP LINE (434) 296 -6942
I r_uPak.9Jr — FtPIwIfFt.Infil -;49 - -
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SIORI SChEDUL_ - �V
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F %ISTIflG CRITICAL SLOPES sa
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Subbasin B 1: 13.69 ac. Allowable Impervious Surface Area
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Subbasin B2: 28.39 ac. Allowable Impervious Surface Area
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Job Number
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EROSION AND SEDIMENT CONTROL NARRATIVE
Untverstly of Virginia Research Park
Town Cankers Br B lv
ennwhene Sediment Cdnwl Final SiR Pion
PROJECTOElosepri s;
TM scope oimis E85 nermNe e�rdplan rs Ipr me purMSe ordevebpirg srul rn p+epamrmn kr nee .nnamlc'Imn
01 Town Centers ll( aM I \'
4 total o eppmeunafely 9 3 xras coal De olsrurbed aunty cwafrucWn
EXISTING SITE COND—Ns
i, rppgmpnmeM euitt rmpmremeets exabnq en the subreclemeriti ere teprcted pn rM a:wmpar:yug
Bl s wan wry clan a pmrvea and 're gdna+al rrorea anal:
AOJACENTAREAS
hn lost2ede feet of Me se,wrpmlec: navyate Nirugn the Graryerpmperty In re BJ DnNen h=
pmpedy b ite Wes! aMOV Abddx Soufnem Reilrpad rp rue North The next,,. felel si Ne pre Pass
u.Memeern Ne Ili, bMga spanrurig d i" I s r: reek P r th emxrrtrelely in Iea4 Ire sewer We,vrrs lhmegh
Ibe Bowen pmpedy wnwn rs Dacered oy Me RaRmad Loma North, /fie Io Ilre Faar, acrd Phase 4 pr Rem Ms
ma .slum e w xl Prom rrere aw ma next lscv me water and adwarlmea inn mmpgn vie Rae, da La,w
Trust astir homarne hale +raklmetcrosaes under NO+i 5outhem RnAmad The remarmry i5nn kelnm
and itre Rl sg endrue .I d 1 inn 1 d—em.. The Krmy k H 151 1mpedns are srlualM eemuaen
I net;—( of Route Zs. aM the pmsen(cmparty, wnxh rs Rare ?9 The end of:M1e Ire wnrch iz wMm
ndepropaify,.s kcffie0 rn me NOdnresl rnmei nitre Rnrpa29n- a <rmerseclmh Thee /,fire waleraned for
me pmleM rs InDNary b Mpora's creep
OFFS ?£AREAS
All iendmslurtl,maclhRbs shall cccur m -sae end within the rrmGS OlprcrecrsMwn do Nd vans 41 Nrs pout!.
lIds nn off role bumrw, waste orgnwmg a.bvdy wNl xcur
sa e
Al, xs mrmrn a geoASar area —d' 01. PrerxrM Pnysmgmpm Pmce rM n m
lgddid gc
dins are wneMdred imm Na undedJnng merantomnrc Dedrou TM nafuraNV accumng sorts at B: s errs
re IovM ro be n,ppamrrly re hmnty pleslm sAls wae!nered imm Ne Gebstm bmafan wMCh [rnNSLs oI
basx l
oDServed are n flhy. . a stmt arw veers rrompased p/cnbnle, plegxxYase arrWnmban antleomo!
ppearin De rreaNemd — rtxvartmrpnu,xd sWrnrenGry soils such ss phylirte aM sCMSI
In he `1 ones nn Nre Mrenee owl nap deprcled on Ne d It. t and S s Cis, rC 1. Fran I'd Its, Spds
m me s a The rra l In, sbry coati llre.wtl map, ten De used to derermme the suR 1h
aria polrnbel ore soN for spenla uses a caurxrrrery emsran end seoarrenrawn catba'measuras worth
us1 be aNhemd 1p They aka ran oe used m plan bans maragerzran( eroded Nrrmmr ,.sea ere pm/re of
the sat.:lessRCeborrs IDROW9
CM1esrar loam (,401: INS deep, nrWerafelY steep sbpm8 (1525 °bi, wer/dmrned soil rc on narrow, «lynx
s e steeds Typmsliy, the suifece layer rs drip Drown bam about dryer (r) inters lick
--set—n",
snatg brown bam arw y4bwsn redbem and �leybam abwrr Mrdy -lour 134)rncries Brr4 Tne subsBaluma
madly muttirdoree yelbwssn red strong brown whRe acrd yalbwrsh emwrr roam and sand kam
PemnabAnr andavaxaDla water[apacry am mpaerare snnnk -acorn pprennal is low Pvrxn,a raps end ma
nezaN Oleuvm ra severe &MmcA rs genereN /see depth oifive l5)leerurmm
Chester Lear 1141st: This Map sleep 5ldeW(—%), wnref,l—e,- on denude see slopes Typ,caNy
siesh n le er rb Av /icon abeu/ error ] )thee r e ere subsdd s rind s ere
r y rs da 11 N rrayemurr pram
valrowlsn rag roam aria raavloan, eba,r m,ry- lwrr(a4)uicnaa mzk. the sua,Bdirm Aa innerly mwacdmren
yelbvashred simrgbmwn, wnAe, aM yelbwrsD brown bam and seMy bam PemwaDAnvaM avoxabk
wafarcapacdyare rrm0e2K SMmA -swell ppwnDal slow Runoff arapM, aM me hazaNOt erasion is rery
severe Bedrock rs yenemlty e! a dapfn or live 151 /eel or mom
Ha vNM Loam Sae: iris darn ell z 2 -]4fi. welldreine0 gnu is on limed ce gym
Yea ( ) ge Y mprrg ) nv ge luP
lyprralb rna.wdere revere bmwneM sbnng brown bam ,DON Sever. (ll arches NmA Tile suDSorl rs red
clay and tad clay h »m aba.r nay- *»fa1)a.a Tres A R,a subeadum rs moony mulbceb�r«I .rrwy tray roam
denied imm slrorply weemerea Brame 9neas P eaor4ry endavaeable wafer capacdy rrmderara
SluxtA -,well pulemral is low Rr.nofl rs nxrdamre, +,M Bra hazard or erD,mn is mcdemh Ue emrN rs yarraraby
al a deem of five 15) Tee' or rnca
NayesvilM d1c tJbc) ihra beep, Wrp+ liwe, ng(1 -15 °ml wefidrarned mArsrvrna,mw.cmve <rrddr,l,
and en side sropes TypiceNy me wrtaw!syer:s Drzxwn arm 9mry Drown Iwm about seven � 1 ruches N¢A
Tne
_Id" rs red GayaM mdrlaybam aboN /Myro.w (bi)mMes !Fick Tne s ✓DShalum ran Jy
mNWrbreef"trycley ream Pemieabrlrtyandavddeale walervparrty are mMemte S'Mmk sweN potemnl
rs kw RumF rs loin, aM (M naxeN or erdswn 's severe aeerocy, rs gertemlfy et a deplt oifive t5) rec: a
HayasvtW Clay LOam 13TD3} Tlusdeep,nwaerately sleep sloping (rS:SgAi, wetMrerned sp4 is pn sour
sropes mar DoNersnrall erarrwge wens y,:lae sr,r/ece leyerrs yellowish and ba —lo BwrlJlrrwnes
fhcA. T svd is red rleyanerm cby Npamaa[nur lorryaeverr ra>)mehes lhreF Tlie substmluma mosfN
mrrbmbme saMy<lay loam danuetlf weamereegaru(e grips PermeabrNV One avadaMe wetervapecrty
garters"} al a di or fire IS) tier
CRITICAL AREAS
rnrluds Ihree ualrly enrol —.,a. and se enrol an
—P I,— o —,Ilan ref sift .bleep sbmxawem rmpaclee Dory where ley m ✓Id nor be evaded
EROSION AND sseaki T CONTROL MEASURES
xordsrr[e wan IM VRgmra Depaamrnl pr TmnsPOa — one me Geary er Alhama+b emsiun and sddbreenl
n(nH measues (reldr ro lee L'mamn and siee t Coned Plan sneer AN yegelabve and srmLYUrei emsrwt
and seeimen! comml ora[Inas slwN fw cvnslmclae eM niarntanep acrnrdmg M mrnunum sraneares and
speMrcaDOns ofek, Vwgrnra Emsmn aria SadrrtatB mewl -rink
or temporary sod,labrAZermn —be applied to denWed areas wnhm seven IT) eayc anernnal
graters Knee on anV Ppdnn alrhe site Tempd2ry sal smeErzalnn Snell De applied wRMn seven (n) days
to Ceirueee erects met may rot be air finel grarte Di4 wW lineal tlomrenl (urWislumedl lorlonger than 3n days
Pemranenr sradbzabon Shen De aDdretl ro alas Thal are Rai be kR dormant is meta roan one year
sal sladRizarmn robin to measues Nat Crated sod hem Me dinette brce, ore -1, impact and NJwmg
water App ArablepracticesmGUde vogeNrrve asabusnmerN, mulcMiy endure earlyaldmaapn d,r I Dace
b be stone. Sod sbbrlr ew measures snarl be sekctad ro be eppmarale /or rrre p. Ire veer
sdeaxMilmnp, one eanmarea eareaon craw
Temp—se,lmen! Jfors and traps, Denmerer erAes, setlrment balers end purer measures Intended m mrain
,mimen1 shall ire consimcred ,11 firs) seen rn any Ianddi5N2mg,unrrll and bo — /unrrdnal bekve up
sbpe IoM "'I'd id— lakes pieta
Sratrb: ahwr measures droll be applied to earner stmrJUres ,rah as dams, dikes and drvertn'rns mncdrarely
aBenwleN er,
Thai ldlowug strucluml practices corn lid unwamenradardprerng Here renmmn.an:a set man by the Viryxtta
[mown aM SNrmenl corvml
IL Safety Fence 13 el I
A p I dnven,mo Te grpand
air rani t9 inches P ould be spacep at biool centers Used to preventuMasrrabie usu of an
amsron corvol measure y mo public To Pravenl— ro an a ion control measure
spec,nc App,ralmn Salary' fence coal be assn air areas where patrons orlrre Bpa/s Head ins em the fee—d
Got/['. —V may role nib tinter wqn the Warned vmrk
P.—led yde, I Gonsbuplwn Enrall --q ,121
4 seventy ITni foM paved sector shall tie it sailed air rho parr of veni.ular Ingress a�tl egress en ahe
re rhea paved "'di anperr,d roil. —g aadrmads.r. ffid— aamng mesxr wrnere
reel strap be canned Iho nne A) air me eM of dace day
Sear enil shax Deremered =mm Me mods Dyds ri11, eldr ang and earepo th, le I,Ths ern, area Street washing snalaMalidwed only aM1erseaimenr s�xmoved rn tors manner This wov�san
shat appy to "diveua s—Vi -lots as wax as layer land patu eaWvitles
S rMC Ircerbn Armsim Iron ra slwNM ,cep apacenrt o Reeaaies ROatl on fee souNern hore@r
e/map�a�
CL `b1 I -errcv 3051
A tempers y sedmrent brine: conssOng pf synmeac filter labrc srrercDep across and aired w suppomng
prods and enirencred Usetltepic +entspdirnenlrro— s- 11glhesm Tc dacrcase me velocnY Dr sbeetflows
Sl a yC ADdreeliun Srtt knce wabe used el Ne foot time cut fill sbDes
1 Temporery <IOpe Drams (3' S)
Afievrde Wd,g orwnden exbndlvg imm metpp to rue bpdan olawmrtnl slope T emporanry
condud dpnrAnvacep raforsreiv dawn ma race m a cot or nx snipe wnrom capsing emaion on or Delow and
settle Apdiraron Tna drag,: =ndu x deed to ewes ",mar walerfrom me Mgr, aide plsbcea aBeerM Dy
tee rralaxarmn nrrrre rdmrd= orRae/ rr+ora,.non sM1au ell apwrap dl rrre DMdm Arne dram
eL Inlet Protection (3 071
A temporary sedlmentfilter around a stern mleior curb trial, m orderto preventsed —re
from entering stone drainage systems prior to pemanent stabil¢abon a( the 1 —itAed area
$profit A,,hr .r_ror I—I pmlechon -1 be use0 amunJ al! srerm drainage inters and curb
inlets
fZ Tempoery Diversion Dike 1309)
A temporary edge of compacted soil cons"dwil at the top or base of a sloping disturbed area
Used to dived sediment -laden rune %from a disturbed area to a — 1:1111ed debeL
Specifc Application Diversion Drke, will be used he divert woffaway hem the disturbed
dregs of — 'aftedi-
9L FIII Diversion (see 309)
A temporary rage of compacted soil constructed at the top or base of a swpmg disturbed area
Used to divert sediment -Ieden mnoff from a disturbed area to a stabd2ad outlet
Spenfic Apdreatxm Diversion Dikes will be used to diver! nereffaway from the disturbed
area., ofcdmsl porn,
N Diversion (3 121
A channel constructed across a slope with a suppohl earthen page on the lower vie Used
to mauce the slope length and to mlercept and divert srorm..mr runoff to stabilized outlets at
nee em..a velOt —
Specific Appbcefgn D— re,bn5 will be used on the high edo (above ecrel —ten) of slopes to
direct "clean "water into the slope drams to —Auf below the disturbed areas
1 Temporary Sediment Basin 13.141
A temporary battler or dam with controlled stermwater release struclum that is formed by
onslrucnng an embankment of compacted son across a dm,nage way II as used el detain
sediment -laden runoff from drainage areas three acres or greater for enough time to allow
most of the sediment solids to settle out It can be consWCted only where there is suffiuen;
space and appropriate topography Maximum effective Iffe is 18 months unless designed as a
permanent pond by a qualified professional
Spaeth, Appitabon Sediment basins will be used ie detain runoff on the nodhwesf side of the
ode a! fhe ( i of the slope. and also in fhc rotor/ swale rn the eaalem pnrtiOn al the ode
LL Outlet Ptmecadn !3181
Snuct,mll hued a r other acce Table energy disst ti devices aced at try, -Us.
Y ha n el P co Pa es G
of t eyed channel sections To prevent scour et stamwa[er outlets and mmimliC
ernes e , p e
d0 sUCam eroslINt
S.eclfic App✓rc,boQ This Nrrn afpmranion shall be perio+med on ell slomrwarer outlets by
-,do nprap
1 Surface Rougttemnp (3291
This erosion and sedimentation control measure involves creating hotrzonsel depressions on
slopes or teavtrq slopes de a roughened common by not Ene- grading them Thrs es done to
aid in the esabeshment of vegetative cover or seed, b reduce runoff vnudity and ircrcase
infilnabon, and to reduce erosion and provide for sediment napping
Specific Aod�satron This (orm o1 protection shall be pe>/ tined on all stripes 3 1 orglearer as
shown on the accompanylrg E &S Plan Slopes less steep than 3 1 shdutd have the sell
Irghtry, roughened and base to a depth of 2 -prior to seeding,
1 Temporary Se6drng (3 3? L
The esto dhatirl of a temporary vegetative cover on disturbed areas by seeding with
appropriate rapidly growing annual plants This protects slopes exposed centric consmJCM1Or
need permanent vegetative cover can be established Tertporry seeding wtll apply m all
on the site that will not be brought to final grade for periods of thirty (30) days 10 one
years Selection of the appropriate seed mlxWre depends upon the time of wind is 1, be
applied tides, Schedule on E &S details sheet I
Specific Apdfcafion Temporary seeding shalt be applied to all denuded areas poor te,
permanent stabilization in the form of either hardscape orpermaneel seemnq Temporary
seeding shall be used on all fib slopes and drverro/1s
mL Permanent Seeded (3.32)
Establishment of perennial vegetaove corner by planting seed a\ rough gelled .roes that it
not be brought to final grade for a year of more or where permanent, ling -Ivied vegetative
cover Is needed on flne-graded areas
SpeciffiLAERACallon. Permanent seeding will be applied to all poders,fdrsturbed area
91 Mulches_ 3 355
The application of plant residues to the soil surface will prevent erosion by protecting the sell
surface from raindrop impact and reducing the velonty, of overiand flow Mulch w,11 foster the
growth of of vegetation by increasing available moisture and provOng ma laoon against extreme
neat and cold
SSII —fic ApWicapen Bark clips or shredded bark epp4ed In conlunUron with ornamentals for
landscaping purposes
=1 5011 Slahnlzation Blankets 8 Maw (3 31l
Stabnlzing dlsrumed areas of a steep slope, channel, or a shr -Ile by applying protecave
rang on a prepared area The matting will protect he young vegetation and promote ate
establishment while increasing the permissible velocity of turf grass stands
SRecr(c AW-tron Where the perl date,(,,,, pipe outlets
0) Trees, Shrubs, Vines, and Ground Cover 13 371
Srablhnng disturbed areas by establishing vegetative cover coin trees shrugs, vines, and
ground covers
Scecl(c AoD6cafron Wher omamentals ale desirable for larrdscaprg purposes
P) Duld ContmI 339pool surface an movement of dust dunng land disturbances demolition w construction
activities in areas subject to dust problems in order (o prevent soil loss one mouse he
presents of potentially harmful .,bole substance
Specific Application Dust control shall he applied fl° necessary it bme requires
PERMANENT STABILIZATION
All areas disrumed by const-udlron will be stabrlrzed with pemrarlen[seedirg immedately
following finish grading AN seeds will be approvea by the "Veglnra crop Impmvemanl
Association " Blacksburg Virome, Sending ..,11 be done corn the folbwrng
Two (2) parts Kentucky Bluegrass (Pon pratensis) by weight, minimum 96 °.6 purl, and 90%
germination maximum 14° weed seed
Three (3) parts perennial Ryagress (Labium perrana) by weight, minimum 65 m panty arw 90%
germination, maximum 1°e weed seed.
Fifteen (15) parts Falcon Fescue, d -be,rn 98°•° panty and 90 %germmanon meemurn 1%
wood send
Permanently seeded areas shall be protected dunng m abllshmant
Mulch shall toners[ of at or wheat straw, free from weeds foreign matter dammenfal to plant
life, and dry He, or chopped cornstalks will col be pe(Tnlded
Mulch andlor time sh all be applied at a rote M two 12) tons per acre
Specifications for ferLlrzer are FS 0 -F -241 C. Type 1 solid fore, Grade A or 9, regerear tided
for grass, with one hundred (10C) pricer! of the elements derived from organic sources of the
following pr[perdes
a) Nitrogen 120%
b) PhoSphonc Acl, e0%
c) Soluble Potash 80%
With at least fifty (50) percent of the nitrogen fmm a ron -water soluble organic source
The following measures shall he Inedrign ardd during famhzebnn
Apply fertilizer at a rate rat 10001AJacre
Apply after smooth raking oN pled
Do not apply fertilizer at same time or with same machine as will be used to apply seed
Till ferfd— info upper two (2) inches of (,peal
Lightly wafer dry loosen to depth ofsrx (5) inches s1 least fonyeghf t4R) hours prior In
seeding to obtain a loose friable seed we and to aid rn the dissipation of fendizer
The lotlowmg rates and praclfcas win on adaered to for all seeding that odors on -site
Apply seeda rte of fi-Ibe 11000 Sq R evenly al nghl angles wth a spreaderor,eeding
madded Rake rn lightly, covering seed to depN of il& inch
Do not seed area In excess ollhal which can be mulched on same day
Dehotsowrmmediatelyfollon—grarp when groundls led dry, orduhng mrtypenges
Roll Seeded area win roller not axce,eorrg 112 ]be
fmmedrately following seeding and compacting apply mulch to a thickness ofene (1) inch.
Maintain clear of shrubs and trees
Salrimla siv
Apply water with a fine spray hnmed,alely alter each area ties been mulched 1,
Itil inches of sod
MAINTENANCE
All erosion and sediment control measures must be maintained and repai ed immediately fo
ont-se perfermaree of their intended functions as stated in fire Argmis Erosion &
Sediment ContmI Handbook, Third Ended, 1992 In general, all broaden and sediment control
madis—s It be checked weekly and after each m-11 producing ranfatt event All seeded
and sodded alas will be checked regularly to ensure that a good stand is maintained Areas
will be feMezed, reseeded and reaodded as needed
DISPOSITION OF TEMPORARY MEASURES
All temper— erosion and sediment control measures. including he temporary sediment
basins, shall be removed within 30 days after final site stabil —ton is sehieved is after the
temporary measures are no longer needed, unless otherwise suali —ed by the local program
ad-i—I ,tor Trapped sediment and oteV, disturbed soil areas resulting from fhe dispel
of temporary measures shall be permanently stabd¢ad to prevent further aros,r and
sedlmenra tie
STORMWATER MANAGEMENT
The "clean" mnoff from the site will be captured and carried In a number of slope duns
These dlven— and slope drains will allow b•e ma7only of the runoff to bypass the disturbed
as that cannot be handled by silt fence alone Where applicable, silt fence and seeding will
be capable of separating suspended solids from. Ik:e runoff before It enters he eus4ng naGxal
channels The mnoff from tre deans will increase the velocity of the renofffmm outflow
devices, but will dissipated by utilizing outlet protect,, in the fart, ,f,pmp Eason ¢mtrol
stone placed at the end of these culfalls will protect the channels and decease the flow
velocity Strunural Stream bank stabilization will protect the stream banks denuded as a result
of the utility crossings
SOIL MAP
KEY
14D
CHESTER LOAM
14E
CHESTER LOAM
36B
HAYESVILLE LOAM
36C
HAYESV:LLE LOAM
37D3
HAYESVILLE CLAY LOAM
EROSION AND SEDIMENT CONTROL NOTES
University of Virginia Research Park
Final She Plan: Erosion 8 Sedrmenl Control Pdan
The Ca11,1Nbemana v:rgmra
Ea -1 Unless ornarvnse Ertl stun, all vegMar vc and srva:r.�l orosmn a ^d sad rent contra precaws col pe
a, Js n e Vylnia Erosion
8 Sedimero G7nrcol�itar..i000k air J Viyrr. a Regr, arm e vR E2S02Ap Erosion andn5edrmdnt Carr-✓
Rdpu aaohc
ES -2 Albemarle --ty Cepanmerir of I'll must be - 1. One seen urn,. rid
precarsrval wnlarence one week .nor la me mnrmancemeni t. land a su—, aromry and cue
ESa All emsran am aadmall deredil nldasdras are to pe placed poor to o, as me nre•stepm raeanng
ESQ A opvI, the approved dream, air o sedbrent corbel plan shall ba mar,laineu Drs to at at Dmas
ESS Prior to rummenung land dlsicm.ngI- -rnF, alas omerrvnrrac aced or he olans i,—d,q
r n o,-1. horow ,ware areas) m
er rc rev ew end III—ia bycAlberranea
y o e p
— 111Oepamnentd
[.emrnr.,il Devaawra^
ESE TI cenbacror, rdepwcib'e for ins 1...n or any addlrenal erasion ronnul measures reces,ary le
p1dwIt emsran one swam -stion as dIV-11d by Alb-made C.11t, Depemnanl or Gammunl
Deaalppmenc
ES -T All usn.roed areas are to drain to appmvdr,sediment corrroi measpres at a. limes dunng land
-1111rr9 —Ins and daring site development anti hoar stahnizanon rs achievac
ESE Dunrg drwari— irriddilins water cox l be pumped trip an pp eyed filer, rag device
ESd riot fo'clraInim.,l all erosion wnimr meaer. mope1p11detyandaner.11, r.rndP- pmdur,ng
2lnfal e t Anv rerxssan readrrs of cleanup to marnlarn [he rP.ecnveners of me erector mnba'
cpvir,es snarl pn made ImmediaraM1'
THEE C?%COMPAHI
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I
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0,s 50
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NJVember6 2006
Revd =ion:
NJrth
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Scdc
As Noted
Sh —1 Ncr
ES -1.0
15 of 21
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-
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°RT
I, C Fill
Fn vF
SECDON'v IEW /
a =v�aL' PAIFn
{
SEC -ON A A III ET.'if7- - T L T °4yEMC 1111
^11,1AEF 4-1
CPAPiy' .wu_
AfltT 1- FU1'HEfli TMF -�
rrl�NL \I
M�1' i � A,u TH
1: I'D., 1i 71AY
TYPICAL TRAPEZOIDAL DIVERSION c ; re nil sET gr -aa of ccrnn 1
I'll EMHP 111 / C'1YP�_iEI'�`.OH
OS F'LE 6O >R"
GNFLI.—in
P11 BLANKET MATTING
TYPICAL TREATMENT - t
(SOIL STABILIZATION BLANKET)
INSTALLATION C'RITE'RIA
ANCHORSLO-
\ y,� 1.11TION Sl OT
\ R ICHECKSLOT'
TERMINAL FOLD
TAP JOINT 2" MIN
ESH ONLY)
TAMP FIRMLv
i ANCHOR SLOT
6" TO iT
� I4ME =IRMLY
GHEC{BLOi
z
F " -O 1T
i
JUNCTIONS Or
3' MIE,- AMP FIRMLY
2"
6 -T0 t2'
L
M1OTES
APPROXIMATELY 200 STAPLES REO.,IRED
F SO YON OF MATERIAL R
PER INCNC [n SO
SLOTS NC.TIONS.OTS Id
CHECK SLOTS =0 BE BURIED b" TO 12'
` MAX 31 OR FLATTER -
6 "MA> STEEPER THAN
EDGE AND END JO NTS
iO BE SNUGLY PB "E. t,
JUDE MRS-I WILL HAVE 'T
STPPLEO _AP JOINT IN r �i
LIEU OF ETEGE ENNTI
5 MAX 41 OR FLATTER
3' MA% STEEPER TITAN 31
r
"cHECrc slor —
A rAPLE FORMED FROM NO 11 STEEL WIRE
B STAPLE MIN LENGTH FOR SANDY ROIL CREOTD W IH ALL
STAPLE MIN LENGTH FOR O I HER SOIL
ACT
COMDNATION'BLANKETS
it
IE 6 0 MAX i
SI-T FLN''E
PUT F, Tl,_)N
A
EXTEND FILTER FABRIC
I'
W,I Storage AV WIT
/STAKE
TRENCH A
lc TEF ^LCTIH
A
I,1 e +f AIM rM WL l .
'E.I'IFUr W, I n M V!, 'M ,N4_'- . `.F '. AMFT.-s -.
Yr PLASTI_
�I\FETI FEN' =F
-- CONVENTIONAL METAL POLYETI {'_ENE FABRIC
(Ti OR Ui POSTS ATTACH TO POSTS WTTH
META. WIRESI
A rAPLE FORMED FROM NO 11 STEEL WIRE
B STAPLE MIN LENGTH FOR SANDY ROIL CREOTD W IH ALL
STAPLE MIN LENGTH FOR O I HER SOIL
ACT
COMDNATION'BLANKETS
it
IE 6 0 MAX i
SI-T FLN''E
PUT F, Tl,_)N
A
EXTEND FILTER FABRIC
I'
W,I Storage AV WIT
/STAKE
TRENCH A
W RE 5-11—
-- '- GRAVEL FILTER
A
I UVA Research Park Existing
Basin 1
u 4REP WITH NO DEFINED
PLAN VIEW
I
CIA1111
--
SECTIONA -A
La
' T
FILTE9CLOTE FYIN F" 9', RFGOMMENOEO FOR
T NTIRE PERIMETER
Conlr.Ji Plan
E,gmeermg rt Se•11rri =ri1 C_nl nl N x111
:OM =aTTCG E:1=
rempnran'Sedlmt ni B..; r.'.
INI'uletorlN
BACKFILL AND COMPACT
Ta^I—Ery SeImenl P"IrI :9nip,l lHOnS
POINTS A SHOULD BE HIGHER THAN POINT B
THE EXCAVATED SOIL
6se5 _
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ss
177T5
_
GENERAL NOTES SILTFENCE
1 I The height of a s It fence wall be a re n mum at'' d Ethos and a max mum
0134 Inches above ground elevat on
21 Extras'r"b fIter fabrc she1 be a con•ENOUS roll When IoXis are
vo dable a spice may be made at a support poll w th a 6 overlap
3) The excavated trench shall oe 4 Inches wide and 4 Inches deep on the
upsiooe sibs of the proposed Idcaton
4) Support posts st�a,l be a maximum of 10 feel apart where were support Is
used and no more :hen 6 Lein aped where wre rs not used When placing
Sit e
lt nse across a ditch Ee Swale, the posts are to be set at a maximum 3'
"."n
5) The trench shall be backfilled and the sal compacted over the Inter fabric
6) Sit fences shall be removed when the I.pSlope area has been permanently
II
stablized
,SB) SEDIMENT BASIN SCHEMATIC ELEVATIONS
. I.I A.,
DESIGN HIGH WATEP
SE�IMFNi
1RPG' 1RIGE ELTPl•Ini
WET "S *RF^U1F�
'O 1PCY; PCRC!
DESIGN ELEVATIONS WITH EMERGENCY SPILT WAY
ANl VORTEX DEVICE DESIGN
PRO SUIE RELIEF -
r \ TC I 'LeENEP(EF REG'TEN111
__j _ i TT,, i C rP
\ 1 CI I'D' F GA'I
XIETSF G. CE'.oFR1 :c.VE_
EI - 5R I
Lt2"SIEt_YL<1E
PRE`,SURE 111 rF Hn FS V.1
uo� o
IT 'LAN VIEW - rLaa M A1r U LEFT TO r
I
�- - - -- -� - �• T1FI�t��t_NI H.1
T4f.q OED
w1 AAc IJ yyyVVV,,, < C`LhCtR E;L
n.e 14 D L a�1E,FR11
I
tCL PuE
G�) aiF1
,a
F,
a NU'.T SE
— JP LNC^ T
OF tHE PSEP E
2 SJPPOR" DAB` ARE IJELJEL
o H - IMP O. TIE RaEp
eARA 3G.,F. FP TR
SECTION A -A ISOMETRIC
RECOMMENDED DEWATERING SYSTEM
FOR SEDIMENT BASINS
•' AJ=t�UA t
RSTF PPPING
uT)L1FN'I:ENE :' +P
� J
- -I
Li - OF AL111111 4 FEkt., tl CI _E ()IIPLIrl.
` - --- OEwaTERINC GRIRCE
E OU LE M SI EEL EIL6 1 r!TOi ILINMUM
CCR -11-1, AL RDIV E'ER \'+RTES +EE CnIF ULPI?N :Ih
AYYENLrIA R i.=ri
- Fr -L F'6' 'Nr_ET
CURB INLET
PUT F, Tl,_)N
A
_-
I'
W,I Storage AV WIT
N_
A Ir>
W RE 5-11—
-- '- GRAVEL FILTER
ONCRETE BLOCK
- - --
.A- ll
EE.El OV FR'LJW
MEM
RED WATER
SEDIMENT CURE IN'_E'.
1111HE SCREEN r 4" WOOn ST,I,
SPECIAL APPLICATION
'HIS METI.OD OF IN-FT PROTECTION IS APPLICABI F AT
13 INLETS WHERE AN OVERFLOW CAPABILIT Y IS NECERSARY
TO PREVENT EXCESSIVE PI-ING IN FRONT OF THE STRUL,TURE
1111LL
PUT F, Tl,_)N
A
_-
I'
W,I Storage AV WIT
N_
A Ir>
11511 -1 IT `I WHIet,lI',,,
oIPE WTLEI TO FLAT
I UVA Research Park Existing
Basin 1
u 4REP WITH NO DEFINED
PLAN VIEW
I
CIA1111
--
SECTIONA -A
La
' T
FILTE9CLOTE FYIN F" 9', RFGOMMENOEO FOR
T NTIRE PERIMETER
NOTES 1 APRON LINING MAY BE RIPRAP, GROUTED RIPRAP GABION
BASKET OR CONCRETE
? La IS THE OENGTH OF 'HE RIPRAP APRON AS CALCUI ATFD
USING PLATES 319 3 AND 3184
3 6 - 1 5 TIMES THE MAXIMUM STONE DIAMETER, 511T NOT
LESS THAN d INCHES
upU Darn
w400 F m
u 1L W1,1 1 RI;LR USE WC S: 'cOJ.E 4 LIFE
FOR DE W r ER'N3 nE1,11E
_-
I'
W,I Storage AV WIT
N_
A Ir>
11511 -1 IT `I WHIet,lI',,,
1[!'I TErs,F''- 'E,L•.( _ H= _'' -•N ,,RIP.
-
I -
I UVA Research Park Existing
Basin 1
519
-
I IUVA Research Park Basin 2
- — -
Engrneuing Caiculail^HS I0r the
Erosion
Conlr.Ji Plan
E,gmeermg rt Se•11rri =ri1 C_nl nl N x111
:OM =aTTCG E:1=
rempnran'Sedlmt ni B..; r.'.
INI'uletorlN
11 n .1. LV
Ta^I—Ery SeImenl P"IrI :9nip,l lHOnS
IH' M'N
.FP FEE 5 4NNUMx OF
UAL EYEGHASS
lfolwr nu IkrwL
6se5 _
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_
_
III
I
ID1I,1had D11a1R Alma
-;OP A11.
11X, 11rr �.3 .>Pn
LI,io-' -ra age A1ea 1E2 Arlo
WeI Storage Requ rsn
n],1.y'al v
'Of, Acre
-0 4VOl Slora,- Fi -yurr0
473 0< 'Y
3905
`IY Gtnra9c' Hequin d
h' Iry�a
i 0u ALES
Dry vinrJJv Re4. r=id C' I -v 5 5'1 A, 1e
I
4'5 02 �y
390e c1
Ratan of 8FAE
x64 00
„nI .,I Easrrl .n2 DH
1ntC6 Elovaton
'-46850
.inn ,.�aary
Onhce Eava'¢m 4;]20
PHCrpai bplllwov
a'i UC
F11 ,a
PnclPal SPIINVaV 450 nn
—q -N, Spillway
Emergency Sp:l"l, 48' O0
1 -
upU Darn
w400 F m
'TO, of Dam
x8200
W,I Storage AV WIT
106 18 _y
li WAI Btoraye Available
1171
Dry Slolago A— b,,
-
519
-
table
- — -
ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS
P. DATE” SPEC TES RATE) . x
0
11 n .1. LV
'n
1 a
V 111, cv
-
.FP FEE 5 4NNUMx OF
UAL EYEGHASS
lfolwr nu IkrwL
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CEREAL IWINTERJ RAE
ISa'�ld :eraNZl
ANNUAL R\'EDRASS 1m
ao y,
�, ,,.
_
19389c .,t._ I_1.,
F11 I
- -
7.1. '-n 111 Ell,
_ 1 1 71
_t4e._ .+vr
FEB 16 APR 3H 6O
lit .La'�um nulMb ^gym
MAVI. ALIS Ii GERMAN MIL.ET 5p
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FIr
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Sheet NO.
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EROSION CONTROL PLAN KEY -
! $l4 EROSION BLANKET WAITING
TOWN CENTER T / (CE PAYED CONTRUCTION ENTRANCE
'i 10EP _ONSIGL�
J l? Q DUST CONTROL _
(D) DIVERSION D (KE _
a l FG 1 FIL. D VERSION _
(•PI INLET PROTECTION
CJ OUTLET ION
a Gi
A\
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IlnirT
N.—bEf 30, 2006
Revlswn: �'
Novembe' 6. _2006
November 30 2006
North «I\
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S"Ie
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Sheet NJ..
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17Oi21!
11
At.ER RU3FUM 3U'
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-'
LANJSCAPtrALCU!P_UONS
_
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P011LPAR —'rACES
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FL- - - -- 'RE4 4- —CE11i 0F: i L N.
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Job Number
06 -50
�,aYP t
Dafe.
December 18 2006
Revliion
11—le, 9 2006 1
No,ember30 2006
December I$ 200E
Y
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Sn—t NO.
L- .0
18 of21'I
SLOPE PLANTING BED FOR
POSITIVE DRAINAGE
PLANT SPACING AS PER PLAN -- -- y-.rc�
ADJUST SPACING AS NECESSARY'
TO EVENLY FILL PLANTING BED.
II I''I �IIa I�
2" MULCH INSTALLED
BEFORE PLANTING
\\ I
12' MIN PLATING SOIL USE STORED
EXISTING TOPOSOIL AND /OR -
IMPORTED TOPSOIL
111= I I II I ! -III III —IIII I
I I I= —I I III —I I I I —I I
6,0� GROUNDCOVER PLANTING DETAIL
\\0L2.0 SCALE NOT TO SCALE
NOTE
STAKE TO FIRST BRANCHES
AS NECESSARY FOR
FIRM SUPPORT
WIRE SHALL NOT TOUCH
OR RUB ADJACENT
TRUNKS OR BRANCHES \ '
MULCH 3" DEEP IMMEDIATELY AFTER
PLANTING AND WATER THOROUGHLY
FORM SAUCER WITH
3" HT WATERING BERM
BACKFLL PIT WITH STORED
EXISTING OR IMPORTED TOPSOIL
TOY FULL
WATER TO SETTLE SOLI , THEN
BACKFILL TO FINISHED GRADE
1L
3 X BALL DIA
2"X 2" HARDWOOD STAKES
DRIVEN FIRMLY A MINIMUM OF
18' INTO THE SUBGRADE
PRIOR TO BACKFILLING
2 STRAND 12 GAUGE GALV.
WIRE TWISTED AND ENCASED
IN flLIBBER HOSE 6 9'
FROM TOP OF STAKE
2 WIRE SUPPORTS SHALL BE
USED ON MAIN STRUCTURAL
BRANCHES
5,0 SHRUB PLANTING ON SLOPES
L1.0 L2A SCALE NOTTOSCALE
- - -,__ SPREAD,
~ ORIGINAL GRADE
L,,y.J,
SET TOP OF FOOTBALL I' MIN
ABOVE FINISHED GRADE
MULCH 3' DEEP IMMEDIATELY AFTER
Y" OF SLOPE
PLANTING AND WATER THOROUGHLY-
f
MAINTAIN SAUCER ON LOWER — ___
FINISHED GRADE
SIDE OF OF PLANT TO RETAIN WATER
I —I � III III —III;
SAGKFIG. PR WITH STUD __
EXISTING OP IMPORTED TOPSOIL
n 1 _I � =
iO '""LL
WATER TO SETTLE SOIL THEN
BacXPaLTOFINISHEDCRaDE
- III -- j -III —III-
III - III CUT AND REMOVE BURLAP
32 "X4'X2 VPRESSTREATED
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=1 ! I =III =!
SURVEYOR TAPE
10' BALL DIA
5,0 SHRUB PLANTING ON SLOPES
L1.0 L2A SCALE NOTTOSCALE
RUBBER HOSE I' DIA
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PLANT SO THAT TOP OF ROOT
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\
w
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PAINT ALL CUTS OVER 1" DIA
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r FORM
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32 "X4'X2 VPRESSTREATED
SURVEYOR TAPE
STAKES - TOP OF STAKE
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_
SPECIFIED PLANTING MIX
WATER & TAMP TO
REMOVE AIR POCKETS
O
RUBBER HOSE I' DIA
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w
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\ U Z
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MULCH N
32 "X4'X2 VPRESSTREATED
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_
SPECIFIED PLANTING MIX
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REMOVE AIR POCKETS
X3,0 MULTI -TRUNK TREE STAKING i/Q 1
1
L1.O i L2.0 SCALE NOT TO SCALE \L1 1 2.0 %
3 X BALL DIA
TREE PLANTING - GUY WIRES
SCALE NOT TO SCALE
THE COX COMPANY
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FORM SAUCER WITH `f -_ MULCH 3' DEEP IMMEDIATELY AFTER SITE
_ PLANTING AND WATER THOROUGHLY
3'HT WATERING BERM PLAN
11 I II' —I' -III:
BACKFILL PIT WITH STORED I I —III III -'
EXISTING OR IMPORTED TOPSOIL
Tcr FU III — I — I �L
WATER TO SETTLE SJIL THEN _ _ CUT AND REMOVE BURLAP
RAGKFaLTO FINISHED GRADE -III -III _I —III —i FROM TOP 2/3 OF FOOTBALL
_III =III —1 �
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W
PAINT ALL CUTS OVER I• DIA
2 STRAND TRISTED 12 SHARE \
GAL WIRE ENCASED IN i" DIA =!
RUBBER HOSE - - - - -- J
HARDWOOD STAKES -- -- - �i - - - -- -
3 STAKES 2" X 2' --� - O'
DRIVEN (MIN 18 ") FIRMLY LANDSCAPE
INTO SUBGRADE PRIOR I
TO BACKFILLING !MULCH r DEPTH DETAILS
IMMEDIATELYAFTER F
STAKE -4' ABOVE FIRST BRANCHES PUNTING AND WATER M
THOHOUGHtY!
PLANTING PIT DEPTH ISAVERACE FORM - MULCH Z
HISTANGF HFIWEEN IHUNKI"HE SAUCER
I (�
AND BOTTOM OF RG< BALL LEGS 2'
(GAREFUILY EXPOSE TRUNK FIARE IF -
// .IoL Number;
—E—) 7791
III / _ \ III _= _. Ob -50
SPECIFIED PLANTING MIX
1
WATER &TAMP TO - - -- UNDISTURBED SOIL h\ �H OF y
REMOVE AIR POCKETS
"II III II.I IJ -I,i �MO�:A s
NOTE:
STAKING AS REQUIRED 3 X BALL DIA
w
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O: %obey 9, 3X10
11.0 L2.0 SCALE NorTOSCALE PCVI I,
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