HomeMy WebLinkAboutSP200200013 Action Letter
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COUNTY OF ALBEMARLE
Departme'lt of Planning & Community Development
401 Mclntire Road, Room 218
Charlottesville, Virginia 22902-4596
(434) 296 - 5823
Fax (434) 972 - 4012
February 25, 2003
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Katurah Roell
195 Riverbend Drive
Charlottesville, VA 22911
Dennis Minetos
1389 Richmond Road
Charlottesville, VA 22911
RE: SP-02-13 Dennis Enterprises Expansion - Outdoor Display; Tax Map 78, Parcel 13
Dear Mr. Roell and Mr. Minetos:
The Albemarle County Board of Supervisors, at its meeting on February 12, 2003, by a vote of 60,
approved the above-noted request. Please note that this approval is subject to the following conditions:
1. Vehicles shall not be elevated;
2. Vehicles shall be displayed only in the areas indicated for display shown on the plan;
3. The use shall not commence until a Certificate of Appropriateness is issued by the ARB, including
landscape and lighting plans;
4. Provide screening trees to the east, south and west of the proposed parking area to reduce the
impact of the loss of trees and to soften the appearance of the expanse of proposed pavement.
Provide a mixture of screening trees, ornamental trees, and shrubs throughout the slope of the
grading easement to the east of the site. A landscape easement will be required for off-site
planting;
5. Provide the planting bed with the seven (7) Eastern Red Cedars in the central portion of the
parking area as shown on the Minor Site Plan Amendment (SOP 02-34) dated March 8, 2002,
revised November 4, 2002;
6. Rather than alternate the screening trees along the eastern property line, cluster the same
species in groups and alternate groups of screening trees to create a more informal and
naturalistic landscape;
7. Submit a landscape easement for off-site planting; and
8. Provide screening trees that will grow to a height that will sufficiently screen the proposed parking
area. This will require a wider planting area, which will necessitate the removal of most, if not all,
of the eleven (11) display
In the event that the use, structure or activity for which this special use permit is issued shall not be
commenced within twenty-four (24) months after the issuance of such permit, the same shall be deemed
abandoned and the authority granted thereunder shall thereupon terminate. For purposes of this section,
the term "commenced" shall be construed to include the commencement of construction of any structure
necessary to the use of such permit within two (2) years from the date of the issuance.
Page 2
February 25, 2003
Before beginning this use, you must obtain a zoning clearance from the Zoning Department. Before the
Zoning Department will issue a clearance, you must comply with the conditions in this letter. For further
information, please call Jan Sprinkle at 296-5832.
)
If you should have any questions or comments regarding the above-noted action, please do not hesitate
to contact me.
Sincerely,
VWC/jcf
u.w~CL
V. Wayne Cil' berg
Director of Panning & Community Deve
Cc: Amelia McCulley
Jack Kelsey
Tex Weaver
Steve Allshouse
Matt Grimes, VDOT
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JUN 0 5 Z003
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MKNOR AMENDMENT TO S[TE DEVELOPMENT PLANS fOR
IDENN~S f~N1rERIPR~SES
GENERAL WATER & SEWER CONDKTK ONS
1. WORK SHALL BE SUBJECT TO INSPEcrlON BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK.
2. THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CO~!TRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
3. ALL MA TERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998.
4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY.
TM 78 PARCEL 13
DB 21/; ;;3lPA(~E 545
RKV ANNA DKSTRKC1r~ AU JEMARLE COUNTY~ VKRGKNKA
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001).
6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE 0' THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES.
7. ALL WA TER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES.
SiTE DATA
-l
ALBEMARLE COUNTY ENGKNEERKNG GENEHAL CONSTRUCTKON NOTES
GENERAL NOTES
LEGAL REFERENCE: TM 78 PARCEL 13
1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO T~E
ATTeNTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS.
1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING R- :), A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION
(V.D.O. T.). THIS PLAN AS DRAWN MAY NOT ACCURA TEL Y REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THf REQUIREMENTS OF TH[ PERMIT SHAL.L GOVERN.
2. ALL PAVING, DRAINAGE RELATED MA TERIAL.S AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS Cf V.D.O.I, UNLESS OTHERWISE NOTED.
3. EROSION AND SILTATION CONTROL. MEASURES SHALL. BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHJlU 3E INSTALLED PRIOR fO ANY CLEARING, GRADING OR OTHER CONSTRUCTION.
4. I~LL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2: 1 (HORIZONTAL.: \/HHICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4: 1 OR BETTER ARE TO BE
AChiEVED.
SOURCE OF TITLE FOR PARCEL 57B: DB 2128 PAGE 545
OWNER/DEVELOPER:
DENNIS MINE TOS
1389 RICHMOND ROAD
CHARLOTTESVillE I VA 22911
2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO r1ELD VERIFY fHE EXACT LOCATION OF ALL EXISTING UTILITIES.
3. THE SPILLOVER OF LIGHTING FROM OUTDUOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN
RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT [XCFEO ONE -HALF (1/2) FOOT CANDLE.
4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH tMITS 3,000 OR MORE INITIAL LUMENS SHALL BE
A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHlfl DFD TO REFLECT LIGHT A WAY FROM ADJOINING
RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS
5. PAVED, RIP~RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF f],iGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE
A CRAINAGE CHANNEL.
ZONING:
HC - HIGHWAY COMMERCIAL
FC - ENTRANCE COf~RIDOR OVERLAY DISTRICT
6. ALL TRAFFIC CONTROL SIGNS SHML CONFORfI WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES.
M AGISTERIAL DISn~IC f: RIVANNA
8. ALL EXCA'/ATION FOR UNDERGRUUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR :'\RT 1926).
7. UNLESS OTHERWISE NOTED ALL CONCRETE PI~JE SHALL BE REINFORCED CONCRETE PIPE - CLASS III.
SOUR(f OF BOUNDARY SURVEY:
BOUNDARY SURVEY [3Y RIVANNA ENGINEIRING & SURVEYING, PI.C.
1. THIS MINOR SI TEPLAN AMENDMENT SHOWS AMENDMENTS fO SDp..00-115, WHICH WAS APPROVED ON 4- 2-01.
THE PURPOSE OF THIS MINOR AMENDMENT IS TO ADD 135 PARKING SPACES FOR OUTDOOR STORAGE OF MOTOR
VEHICLES. THE 43 DISPLAY PARKING SPACES APPROVED Wllf! SDP-OO-115 HAVE BEEN RECONFIGURED ON THIS
MINOR SITEPLAN AMENDMENT.
2. STOf~M WATER MANAGEMENT REQUIREMENTS SHALL BE PROV10F:D BY THE STORMWA TER MANAGEMENT
F ACILI TY TO BE CONSTRUCTED AS SHOWN ON THESF PLANS.
SOURCE or TOPOU\APH (: I"
FIELD RUN TOPOGRAPHY BY RIVANNA ENGINEERING & SURVEYING, PLC.
BENCHMARK: I
FINISHED FLOOR AT FNTRANCE TO SHOWROOM. ELEV = 463.28' THE BENCHMARK WA~ '
.
REVISED FOR THIS AMENDMENT IN ORDER TO MAKE TOPOGRAPHIC INFORMA nON COMPA l' Lf
VVITH uSGS DA1UM.
..... SPECIAL USE PERMITS SP-.98.1.3 AND SP-2000 ~)6 HAVE WJ':N APPROVED FOR THIS SITE.
4. SPECIAL USE PERMIT SP-02-13 FOR AUTOMOBILE STORAU AND DISPLAY WAS APPROVED.
____..71'.'.
BUIDLlNG SETBACKS:
30' F:~OM PUBLIC R Iw
50' FROM RESIDEN TIAL DISTRICTS
5. THE 20' UNDISTURBED BUFFER LINE SHALL BE CtEARL Y MARKED PRIOR TO THE START OF ANY CLEARING ON
THIS SITE.
DRAWiNG iNDEX
APPROVALS
6. t>JAXIMUM NUMBER OF EMPLOYEES FOR SALES OFFICE AND '~FPVICE SHALL BE 14.
COVER SHEET
SI TE PLAN
LIGHTING PLAN
DET AILS
)f 4
2 of 4
.3 of 4
4 of 4
PARKING SETBACKS:
10' FROM PUBLIC R/W
20' FROM RESIDENTIAL DISTRICTS
7 THE EXISTING SIGN SHALL REMAIN.
8. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED. SIGN STATING 'CUSTOMER PARKING ONLY' SHALL BE
PLACED AT EACH CUSTOMER SPACE. SIGNS STATING 'tMPLOYFE PARKING ONLY' SHALL BE PLACED AT EMPLOYEE
PARI<ING AREA.
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PLANNING DEPARTMENT
s- /~fr3
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UNDISTURBED BUFFER: 20' ALONG BOUNDARY WITH RESIDENTIAL DISTRICTS
9. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE.
10. THIS SI TE IS NOT LOCATED IN A RESERVOIR WATERSHED.
11. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN.
LEGEND
t4Gfh k~G~~~~
ZONING DEPARTMENT
s #~/""~
MAXIMUM BUILDING HFIGHT: 35'
PAVING SPECIFICATIONS:
PARKING ARE.t-.: 6" - #21A AGGREGATE BASE MATERIAL
2" - SM 9.5 SURF ACE MATERIAL
SIDEWALKS: 4" - 3000 PSI CONCRETE
12. ':XISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS.
13.:lROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING.
500
x [500J
15001
Existing Elevation/Contour
Proposed Elevation/Contour
Proposed Contour
Slopes Greater Than 25%
W,{ .5abfh.....6r- ~ 6/*/03
INS ECTIOj'iS DEP-ARTMENT jFIRt 6FFICIAL
P e-k Gorht4 ,,-, -7~ -5/~';'-/&/3
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SERVICE ~,!jTHORITY
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Benchmark
Existing Waterline
Overhead Electric
Power Pole
Exist Light Pole
Prop. Light Pole
Manhole
14. VEHICLES SHALL NOT BE ELEVATED.
15. VEHICLES SHALL BE DISPLAYED ONLY IN THE AREAS INDICATF.D FOR DISPLAY ON THIS PLAN.
16. THE 1 ACRE ADDED TO THE SITE, AND RECORDED IN DB 2178 PAGE 547 WAS REZONED FROM PDMC TO He
BY ZMA-2002-2008 WITH PROFFER.
17. THE NEW SANITARY AND LANDSCAPING EASEMENT IS RECORDED IN DB 2456 PAGE 682.
CURRENT USE: AUTOMOBILE SALES
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Limits of Ground Cover
New Display Parking
PROPOSED USE: AUTOMOBILE SALES AND STORAGE
...
PROVIDED PARKING SCHEDULE:
EXISTING CUSTOMER PARKING SPACES = 18 (INCLUDES 2 HANDICAP SPACES)
EXISTING EMPLOYEE PARKING SPACES = 7
EXISTING DISPLAY PARKING SPACES = 127
NEW DISPLAY PARKING SPACES = 32
NEW STORAGE PARKING SPACES = 131
TOTAL SPACES = 315
Painted Asphalt
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ENGINEERING DEP ARTMENT '
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VIRGINIA DEPARTMENT OF TRANSPORTATION
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BOARD OF ARCHITECTURAL REv1EW
REQUIRED PARKING SPACES:
SALES: 1 SPACE PER 1500 SF OF DISPLAY AREA.
TOTAL DISPLAY AREA = 159 SP ACES*162 SF = 25,758 SF
CUSTOMER SP ACES = 25,758 SF /1500 SF = 17.2
EMPLOYEE: 1 SPACE PER TWO EMPLOYEES
EMPLOYEE SPACES = 14 EMPLOYEES /2 = 7
LOADING SPACES REQUIRED: 0
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VIRGINIA HEA~JH DEPARTMENT
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LAND USE SCHEDULE:
PRE -DEVELOPMENT
9,860 SF
64,470 SF
88.933 SF
163,263 SF
POST-DEVELOPMENT %
9,860 SF 6.0
110,970 SF 68.0
42,433 SF 26.0
163,263 SF 100
%
6.0
39.5
54.5
100
SCALE: 1" - 1000'
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BUilDING:
PAVE D:
PERVIOUS:
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VICKNKTY MAP
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Revisions:
DESCRIPTION DATE
SPIN Comments 4.15.02
ARB Comments 5.07.02
SPIN Comments 7.18.02
Add BMP 08.08.02
ARB Comments 11.04.02
SPIN Comments 12.09.0
SPIN Comments 01.23.0.3
ENG Comments 0.3.12.0.3
SPIN Comments 05.21.03
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Sheet No:
Sl of 4
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EAST SIDE of SITE:
Total Area = 14,750 sf.
l~ '. " "" Approximately 60% of area will be covered by trees & shrubs
,,'~~ " Forsythia (S-2) shall be installed on the remaining 40% @ 1
.., ~ ~ ' -? Plant per 25 SF.
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5.088 sf
LANDSCAPE REQUIREMENTS
LANDSCAPE SCHEDULE
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EW-- 2
)nil ...;::.-440. T / ",
. -- End wall shall, ,be cnsti'n ~I'l'd- -
_ _- ffiodiii'ed- for' a1.QJj~ dtOrTie~er of ] 8" ,
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BOTANICAL & .
COMMON NAME
MINIMUM HEIGHT QUANTITY CANOPY TOTAL
@ CANOPY
CALIPER PLANTING PLANTED 10 YEARS AREA
TREE
KEY
---
INTERIOR LANDSCAPING:
CANOPY REQUIRED: 0.05*86,902 SF = 4,345 SF
QUANTITY REQUIRED: 1 lREE PER 10
PARKING SPACES
330/10 = 33 TREES
CANOPY PROVIDED: 14,373 SF
QUANTITY PROVIDED: 109 TREES
Eastern White Pine
- -" ~.- _.'-
Liquidambor Slyracifluo Ronlundilobo
2 1/2"
Rotundiloba Sweet gum
.............. .." ...... ......"............. ........ ............................................................
Pinus Strob',ls
....-..- --
1-1
12
424 sf
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SCB.--:114,750 * 0.40 = 5,900 SF
,1- 5,900/25=236 plants
""$," " Total number of plants required & provided
- """ T,- 2 '. ",
'" "'. WEST SIDE of SITE:
" Total Area = 3,850 sf.
'-~/o. Approximately 35% of area will be covered by trees & shrubs
, ""," "- Blue Rug Juniper (S--3) shall be installed on the remaining
, ...... . , ,
'~ ' ~ "'" ", "" 65 % @ 1 PI an t per 9 SF.
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~~PA" ',,3,850 * 0.65 = 2,500 SF
2,500/9=277 plants
T o taLlly_mber of plants provided & required
Cover Detail
T --2
(PS)
6'-7'
31
119 sf .3,689 sf
236
Querus rubra
2 1/2"
T-3
8
335 sf
TOTAL CANOPY:
REQUIRED: 0.10* 163.263 SF = 16.326 SF
2,680 sf
Red Ook
" "',
T-4
(FAA)
Froxinus Americona
" ",
2 1/2"
2
413 sf
826 sf
CANOPY PROVIDED BY SDP-02-34: 14,3~'j SF
CANOPY PROVIDED BY SDP-00-115: Z.9Ji-SE
TOTAL: 22,3. 9 SF
Autumn Purple Ash
...... ".............. .................. .,........., ....................
Magnolia Grandifloro
Southern Magnolia
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liex Opaco
American Holly
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T-5
2 1/2"
8
54 sf
432 sf
GROUND COVER: Refer to Details 1/S2 an 2/S2. T-6
6' -7'
22
55 sf
1,210 sf
Juniperus Virginiana
Eastern Red Cedar
Rhododendron x 'Coral Bells'
Azoleas, Evergreen
F. suspenso Sieboldii
Weeping Forsythia
..... .................. ..........................
J. 'lo'izontalus 'Wiltonii'
Blue Rug Juniper
277
('j \Kas t. Sj8 e. ..G (0 un d_
32 / SCALE: 1 :-: 30
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T-7
6'-7'
28
16 sf
448 sf
Cover _D_elqiL
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( 2 \West Side
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Ground
277
S-1
24"
28
TOTAL PLANTS:
513
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S-- ')
L,
236
24"
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24"
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Total Canopy
] 4,373 sf
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HAYNE W. DOMINICK, JR.
TMP 78--14
DB 565 P 532
ZONING.. HIGHWAY COMMERCIAl
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LIMITS OF CLEARIN(~,
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NANCY W. DOWNING
TMP-78-14A
DB 1405 P 748
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(LIMITS OF TREES TO '
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Cat log No.
~iteMaster .B.oad~'ay Series
Horizontal Lamr~utoff Luminaire
\
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APP ICATIONS
. Hllllrll ~g ~.Je'1Tleters Pa1<s, Hecri?3tion Areas, PatKng ft.reas
Rea /Jays, <Xrtclcor Se.les .~(et'ls, Spor: C.>Jurts, Outdoor
t)"
7 S'
(100='mnl)
i IE.2.4IPPI)
I' "'.J-....'\I
~'--i
6 S' 1Ci'
i16;.~mmi H&:2timm)
CON TRUCTION
. Pr8ci. ion die cast .JlUillllurn hOJ~~!n\J
. em-piece fully CJ!.l~*.eted di",-u(J~l ulunillUlI1 len:.; frane.
. Construction and qasketing prohblt dust moisture, and bug
entr)'.
. TO:"Jlless entry into t~ollslng/amp ..~I1amber via door,1ens
ft(\'lle late!l.
. COlrOSH.:n ~c:sistant lJuraplox II bronzo pO~iooter pO'Ndor
co}tec! fnj~h.
. Optional c8Signer finishes e,v3i1a.t:le. 800 page 281 :n the
I::x:::;oUnc ~atalog,
ELECTRICAL
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30 0
~
SCALE: 1" = 30'
30
I
(76 2m"!'
Ir'''~
E.PJ\ '" 1.5 sq. It
150 to 400 Watt (MA) Metal Halide
100 to 400 Watt (LX) HVh Pressure Sodium
. Pn'('k)I;~in :o:r,rinl]-loClfiB,i 4KV pulfoP rCltr~li m~kAt-mO<JlIl
t.8S0.
. High PO\'JAr Facto!' CVVA ballGst.
. Elcdric3: ccnpom'lts tllollrtod to hingoc: b311ast tray.
. St':'1tii~11en~perature: L.)((HPS)-40F/-40'C,
M,I;(MH)-2::^F/-30'C.
OPTICS
. eno picce: hydrotolTroci anodiZ~cl alumnu,n refloctY'.
. Tvpe IV reflector inCOfporates seqrnented n~8rt~.
. 4CO\l;/ MA T~'Pe II and IV OI:::t1cs require re,jL):OO (X.lter
jacJ:eV;:Hj lamps.
2"
i 9)' :31'1 r'l)
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Revisions:
DESCRIPTION DA TE
SPIN Comments 4.15.0
ARB Comments
SPIN Comments
Add BMP
ARB Comments
SPIN Comments
SPIN Comments
NG Comments
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NUMeric SUMMory
Dennis Enterprises, Inc
Co.lc,Type
IlluMinonce
Units Avg
Fc 2.4:i
Mo.x
28,3 .
Min
OJ
Mo.x/Min
283,09
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ExceLine
Project:
Lo.bel
Lot FC o.t Grode
LUMinoire Schedule
Dennis Enterprises,
Qty Lo.bel
6 A
2 A2
MOUNTING
. Fastoty i'lst;-~I()d die: cast aluminurn alll.
. t..r:n contans integral wiring/splice cl1arnber via sicle access
. I\E.!/ slot design pm'Jides one person instedation.
. Hr-tncb')-tmA \t.iiring.
ExceLine
~roject:
_~YMbol
LUMens
33400
33400
Inc
Arro.ngeMent
SINGLE
BACK-BACK
ISO 9001 RegistE'''~ @
Description
SMR403MA
(2) SMR403MA
LLF
0,700
0,700
-- .....
G--EJ
Avg/Min
24,50
ALL VALUES SHOWN ARE HORQONTAL MAINTAINED FOOT CANDLES AT GRApE
FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT O,25MFC FOR REFERENCE ONLY
WARRANTY ILlSTINGS
. UL 1572 listed for 'Net I:JCatirYlS
. PU;Jllshe,j five yea~lrnltp'ij wwrantv. .
AI_L FIXTURES ARE SHO\olN MOUNTED AT 20 FTEIT ABOVE rINISHED GRADE
ORDERING GUIDE EXAMPLE
I ~'
t 1" ~:*;'.,
, ~,~~,\~~
.. .. , ,l-" "
LIGHTING NOTES:
1. NEW POLES SHALL MATCH SHAPE & COLOR~ OF EXISTING POLES.
/. THIS LIGHTING PLAN WAS GENERATED BY E:.XCELlNE OF UNION, NJ.
_.......
.~
52~~~S2
1=120
Z=2o.~
3:240
...277
&.480
S.120 2Tl
~ Sl,R I
SMA
MA
~ opti(\nSl~C'S
",rK1 of th s s~(tion.
15= 1 ~;()([fTT Dii i)
17=1! SiE'BFE D':di
25=2&OiEiE.FED281
40=400([[1 '[IT z:).
4
3
2
10= wor E (I'ET23.51
15..15Q(E["ETn,~;'1
2S::2r.()(E[I'ETn !7.1
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NOTES: 1. THE BIO-FILTER SHALL NOT BE CONSTRUCTED UNTIL THE SITE IS ADEQLATELY STABILIZED, ACCORDING TO THE WATER RESOURECES PERSONNEL.
2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER I~ESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO-FILTER.
3. THE BIO-FILTER SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH TREES AS SHOWN ON PLAN.. .
4. THE BIO-FILTER MIX MUST BE LUCK BIO-FILTER MIX OR TESTED AND APPORVED EQUAL.
5. WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UN[)ERDRAI~ INSTALLATION. APPROVE THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION.
FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861.
...........
_._----~~-------_._--
CONSERVATION PLAN CHECKLIST
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f" " .......... / LI-"\" ...I A..4<t -..-., - -' .. ....
//~?/O/~/ ../~....//~U4b.~~.._r=4"PVC- ..'-~;r\: ... .../--
/ .~/ " // / ../'" ./ /P~.~_._.-.- 108' .._../_.. QfG+n--Pipes- ...-' -" ~2~;-)/ ..-." -' .-".... '-5'~PC
l/ /"/1/ .... .. . ...- ~_-iBib--m.;~ JL1~~~~~~~t/ ....-..
/ //';/ ,,/ ... I" tJA?;. . _..- -.r II M !,..--
/ / ... ' / /' - \7i;t\b\ J / . - - - . ...."X ~ ~..
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/ / "V.7,./ // -.... .....-... . " ..... , . " , '
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, // if' / 7'l4S21 / --~'6.- ........ .... ...~.. - ~.....~-~~~-~J ~~' ~~~-':..-.. ~ ~
/ /. / _-----y / '0 '''' ......:1) x -1:~;" .,.. \J,' - r (\
The renowing itentsskallbe skown on ihe plaJl:
'ftee s tC' be saYf.'d:
Limits of de.:tring(out.side drip Ene oft.rees t.o be sc~ve(!),
Locatwn ~.nd typ~ of prot~ctive ff1octng.
Grade changesrequi.ttng t.ree well s or walls:,
Proposed t!~ochU1g or tunneling beyond the Im\its ci clearing
r<\, "--
"
1 (, J
nl
'" /'
~Filter #Z--
(Refer to Detail)
86'
........
......
\
/ Top of Bio-Hter
Elevation = 458.5
- 0.5'
I CLE-AN-OUT
W/W. ATERTIGHT
CAP
l.cl ~ '1 tvr
n::::n<_..:;:.>>(?:;:;'-:'.::,"':-';/::~ .,,,,,.;, :,; :.:-,7;'-:;;]
..':.. :;,'::'.: .;..;:. ,.-;:,.:.'::...,'..: :J;, '::,;, ~/i/..;,....:7
. . . .
A. ov J..D
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\ HPDE \
" Ynrrl Inlet . ,
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...., ~
~
7
\
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. ~"'" ...,....' ~5~. .
..... -- "_ l~-==t--.. .. '" ...
- '''-,
Bot 'om Elev = 457.5 \h\.\
---~~ :;'.':1:.''',-'
cO z .... I,''''''
..--' 2 \...: ;":.'.":.
-- ..... ---":~:'>
, z l)AA
-~
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\ 6" PVC Clean out
w/Watertight Cap
\,
Mark.in~;
.~.ll t.!'ees to be saved sh:i11 be ntlU'ked with print or nhbon at a height c1earl~r VI. r.iNe to equipm en! operators
tJ (t ~~dmg shall begin until the If",e marking has been inspe'~tf;n~l and apprO'red by a C Qunty rnspectDr.
\
-......
'-...
Equi>> m.ent Opf'ntion & Stol'a&e:
He liV":,t equIpment, 'TehiCl.~llJ.f tr affic and s!..orage of conrtmction m atet'ials including SQil shall not be
Permitti':d within the driplines of trees to be saved
~
".
lb J ff[.tt::, "I. '~""'();' . -.. ..-'
" Q.."'.~ ",4""'.8j "~/ '-... \ V'<<-;~ . ~
' ~ " '. r'''-.' .
" ~' ..... " ....6 '" .... '''~ "'......' ,-' ." l.. .. . '.
I \ l0V"- ~ ".. .~Existl tructure '...... ". "'-.. .. .." .... .'
--- ...
1I. ~ '\:. C~re'--fR:ilC: .oLe.._~o~._... ....- f
'" --J' .. 6 CPP pipe', ,..,#
I , ;~ '; ro'~.,,"...~-'~~:Ju~:J~~;lu. . I. "1",J --~. 1~11~
(9\ Bio- Filter #2 Detail
\......:0'Not To Scale
4" PERFORATED PVC
PIPE @ 1% MIN, SLOPE
\,\
---
.--
Pn~. C.ltStr~tion Conference:
Tree preSetVatlOt1 and pmtection measures shall be reviewed with the contractor on site
I--.--f--
6"~ Outlet Pipe t
6:
So il E rom Jl. & Stot'Jftwater Deren no It Dtl\' res:
Such devlc",s shall not adversely affect 1reesto be saved
F i.res:
Fires an' m!t perm itted within lOO feet of the dt'ipline of U'ees to be sa.ve,;
Retainin Wall \ Outlet Structure .....\
450 I 9 \ R'i.rtoB~~;~t:;!Z ;il 3/54._\
1..-1 _ \. 11\
\ ,(11 '\. 7.:.Y
.....~. .IT ~. Anti-S3~:~' Collars
Tom 1\hierla1s:
T,ntc JVlat.erials $ha1t not be stored within 100 feet. of the dfipline oft.rees tt:. bE: sa,recl
L...... 8' ::::r
1 E414e9v 5= 1 rEmergencySpillwoy
! . . ! I ELEV=448.5 .
j
'..450
2
ProtediJ,re Fencing:
TIMS tc< be ret.ained within 40 feet cf a proposed building Of ~ading ar.:tiviW shall be lJfOtected by fencing
F enc1ng shall be in phce and shall he inspect.ed and apptO'i'ed lJY a G Oldy Inspector prior tD gradmg or
construction
BIO-FIL llR LANDSCAPING
LEGEND
[IN 1
Tnv~ SCC-fO.'
lnv440.0
~
J
'11
440
I
~.l
i
9
Tree Wells:
I.Vhen the gf';:\l.md level m\lst be falsed w'ithin the driphne of a b'ee t,) be savect. a tree wall ::1'1611 be pro'\1l.r.led
md a C':'IMt.nlCti.:,1'l detail suhtt\1tt~r.1 for appro.ra1
e
--
o 17--Barberry
I
.
/ .;i//'</'//~
17 - Japanese Barberry
17 - Sweet Pepperbush
440
31' "
..... 18 RCP@1.94%
10
Tree 'WaDs:
I.~!h:-n the gr,:mnd ley~l mu$t be lowered .,rrithin the dripline of a ttte to be sa,red.. a tree weU shall be prov1.:led
met a c(lr~trJ1.ct.ioo detail pt'O\>ided
Herbaceous Cover Shall be Bluejoint
Bio--filter shall be stabilized wittl sod.
Shrubs are to be placed in row') of 3 to 4 plants.
L The bottom of the Sediment Trap sholl be at
elevation 442.0. Refer to Detail on Erosion Plans.
11
Tl-enchine: & TUJUte)ing:
INhen hN~(hmg tS required wlthin the hmits of dl(!~.nng. it shall be done asfar awa:vfrotn the trunks of
t.rlC!es IJS p')f,sible TU1U"Lel.ing under a latge tte~ mall be conSidered M~ I3n a1t"m.~bv" when It 1$ ant.1c1p~red
n~t. neco!'ss:uy t1enching will deshoy feo!'Oet' 1'00t6.
cT;*BioFilterJLPelail
~ SCALE: 1" = 20'
S4
2\.__.~~.~_E.~y!.~.~.~.~.........~..~..~~g..~.~.~_~.~__.......Y.?.~_.~.l i t y........P..~..~..~.~.~.............. .................
SCALES: 1" = 10' (Harz): 1" = 10' (Vert)
12
Cleanup:
Pt. (.te di,,'" fencir.g r,hc9.11 be the 1 as!. it~m HeftI over.! during final cleanup
I?
--,
Da.mactd Tnes;
D lU'r,llg~d tHes sh~ll be 1;tP"ttf"d itum ect.:jtely by pn.lning, fertihzation 01 other methodsrecotn memled b:" Ii
ttl"e :;pe':tah&i.
Relocated 6' Dia. Manhole
w /Pyramid Grote
WIDTH VARIES
Crest Elev=447.6
/~
__A 'h__
lOP OF- SIDE SLOPE REGRADED
BERM~ /~ TO 3: 1 (MAX) ~
Emergency Spillway \
ELEV=-=448.6
ELE:V=449.5
,--~ -..;>-
ELEV=444.5 ------
'\'<~"'::;'''.. .....-'-...----..-:/7. :.~;: ".:7 50% SAND/30% TOPSOIL/
\/,., ::"";'" ../. ,.. ";::7 20% LEAF MULCH
"\:~.:: i'~.';/_. ".J.,:>:"\,,,'::;' 'i: :~y (SAND: 0.02"-0.04",
'\/ .:";.;::.,;~:"" : ;;,':.... '7 ASTM C33 FINE)
~ ~~ .b '( ~~ ~
~ Jmrl:)l:; .J5< il.~ X; ~ ~,
NOTE IT IS THE DEVELOPER'S RESPONf-;IBILITY TO CONFER 'VITH THE COrfTRACTOR ON TREE
_'ONSERV ATION FEQUlREl\IENTS,
'l1,~ IJ! 4I~
)\VN:ER Sf n . .:TU
I
-\
:C:~O::TB':~:::~: 1::ev~4:4:.5 [0 /
/ 6' Diomeler
./ Concrete Manhole
./
./ \
CG-2
1.5" SM..9 5
-> po 2v , O?
4DA T'El ;>
---
---=:::::::'
.'"
",,<.~:
.- :::....,. :...--: '.
i;i:<'::" .
...:....{.. .......
6"- 21A RASr MATERIAL
El.EV==443
CONTRACT PlfRCHASERSIGNATURE
(DA TE)
/
~ Bio-Filler 91 ..-/
/ Refer To Deta/f
Elev :::: 443.0
.(1\ Typical
~0..t:j'6TT6-SCALE-
Pavement Section - Parking Area
.. CCC' --.--.--..
':LZV=442
NDERDRAIN eRA VEL
(AASHTO M43,
1/2"-1") WRAPPED
IN F\L TER FABRIC
ORIGINAl, SEDIMENT
BASIN SIDESLOPE
&
4" Orifice
Inv =442.13
Elev = 442.0
4" Perfora ed PVC Pipe _.J
Slope:::: 1/4":1'
18" RCP Outlet
Inv = 4.40.8
~ \1 j/ r<--
~~-' J#.J~
~ ~\l p~~<<:
~~~
~'---~ ,~V!~
>...... .::?--- ,"'" I ~ = LJ /
~~II~/~~
y../ Y-~ J/Y
~ ---~
~'8~ ~~
~
l::::
l-
I-
6" W 6"
r-r.---"u--n
PROVIDE PIPES
ACROSS ENTIRE WIDTH
AT 20 FT O.C.'
I
':....
. ~,/'''''''
EMOVE SILT AND
SEDIMENT AFTER FINAL
STABILlZA1l0N. REPLACE
~TH LOAM OR GRANULAR
EARTH FILL.
..' " :......:.(,.. '..""
I
/. < . ....,.'{7\
...-'~\
I
12" Depth
of VDOT 68
TOP OF BERM
ELEV=449.5
4' .
.A
9' Dia
Cl
NOTES:
1. 4" PVC drain r~e shall be connected to 4" orifice when Sediment Trap is in operation. See
Detail 3/E1.
2. Bio-Filter drain pipe shall be connected to 4" orifice when Storm water Management Facinty is
in operation. See Detail 4/S4.
3. 6" orifices sha! be copped when Sediment Trap is in operation.
4. 6" orifices shall be open when Starmwater Management Facility is in operation.
G)~1~1~c~~trl19t I:!~J:>:~t<:tiL
.' 4.
..
A
.. ...
:~: .." .....
~ . Zl ..,
'C' I( - ... . ~.. '.
.. .... ...... . .. . ".. ""4..
A '.~: "~.'~"'~. '=-...:." .AI .... "._',
Eirerency Spillway
mV=448.6
CLEAN-OUT ~
W/WATERTIGHT
. CAP
\h\'\ -. 9 ~ n \\\\,\ ~ V 'I \V
i,F :'::"{!)/~.:,...'~::; '::::??,:::....:...:,....:..:.Jt.!.:.. .t'-}// .,:\/., ...)/
\ ), ov.. .4
r- 1. 5'
Concrete Channel
- ---
l.O Z
::i
Channel
"~z
~
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liliUtlJ iHI! !
llH!\! i idliliHl
1-1
--..--
I
OUTLET PIPE I
2" 1
[;..\
o
4" PERFORATED PVC
PIPE @ 1 % MIN, SLOPE
:
OUTLET STRUCTURE
(Refer To Detail)
Blanket/Matting Channel
EC.-2 Blanket/Matting shall be Model S150 as manufactured by North American Green,
or approved equal.
I
PLASTIC SAFETY
FENCE
/
New EW-8 Endwoll.
M6difYPipe os Required.
NOTES:
1. THE H.Q-RETENTION BASIN IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE
WATER Fi!.SOURECES PERSONNEL.
2, THf ~~,\NO/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF
THE ~!C RtTENTION BASIN.
3. THE; !O.-FILTER SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH TREES SHRUBS LISTED ON THE PLAN.
4. THE;. i)-FILTER MIX MUST BE LUCK BIG-FILTER MIX OR TESTED AND APPORVED EQUAL.
~i. DlJRlh; CONSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION,
APPR')Vf THE SOIL ~~IX, AND APPROVE THE COMPLETED INSTALLATION.
............
.... \
460lqq
~ PrODO ed Grade
\.._~
pqq 460
EC- 3 Blanket/Matting shall be Model C350 os manufoctured by North American Green,
or approved equal.
.... .-.-.......... .......~....... ...
~Existing MH
tKo1se I opos 'ReqUired)
IW
X
>::
~
h
x
X
X X
X
X
1" x 1" WO,])
ST AKE EVE I~Y 4'
. . P.qu.._..q..q uu...u....u.uuqq. ...... .... ..ql
I
I
q." q'" . umUm....u.uq . ...uuu ... .. qq1
VD6TEC"':2~~ :~~ket /M at t i~'g ,qj
I
VDOT EC- 2 Blanket/Matting i
I
h T r\ [)! A . A ' .' T"'-- r " 0 II.J .V[' I ~ " : ., [- n I ' ^ , '" ' E L C'
\~) Ur'\I'vIVVf~\ LI~ l./\. I\'(I--I,'\)C 1,./:lhi\H' ..~..,
.......c....
-- ......---
R::::=--~~::=^~-~ -1:;;:g Gr6d-:-
"\ /_ .J I E)llst~.g_.)~ _v~ _ ~ 11
-- .Ir-'--~..' ...
Invu;:: 445:J.j~- '\ ~O~lxisfirigSfrlJdlJre (foRemain)
Exist. 30" cpp '\ . Cor-eDdl! Holefor-12" 'CPPpPipefn rriSio::"fitter#2.
440'" '. ....
440
1+50
j .................
[UUmu. TYPE
r..-------
I SCC-1
I SCC-2
I .
I SCC-3
I
I
: SCC - 4
!
i SCC - 5
!
\ .....___.m. .........___..
............ ......r............ ... .......... .. ... .
W j 0 i
._ ___1..___.._____......
0' ! l' i
i
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0' r i
! I
0.5 l
I
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450
m 450
X
FOR MOi~E INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861.
Concrete
3'
....
'" l,A
ffi
TREE PROTECTION DETAIL
.....................-......................-...... ....................... . ..... .... ...........
NOT TO SCALE
Concrete
VDOT EC-- 3 Blanket/Matting
-0+25
2'
0.5
._..._ .........._.......... _.__.____.._..__...n______._~_
0+09
0+50
1+00
l'
0'
G~~~rr;:-~:riec()n.v"vance .
Channel Schedule
(5\Storm Sewer Profile
\S4"7 SCAi~ES: 1" :::: - 30i....(Horz).. ...
~ 1" :::: 10' (Vert)
4
Bio Filter....-ul
.................................................................___._4..._.....
NOT TO SCALE
Detail
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~ CERTIFICATE No. i
~ 30542 ~
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SSIONAL ~~
- -
....
Revisions:
DESCRIPTION DA TE
SPIN Comments -'15M
ARB Comments 'K 07 O?
SPIN Comments 7.18.02
4 Add BMP 08.08.02
" ARB Comments I'
6 SPIN Comments 11 ~.I '.1
7 SPIN Comments I O. ]
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