Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SDP200100038 Plan - Approved Final Site Plan and Comps. 2001-06-14
RIVAL` NA COMMERCIAL PARK Name of Owner/Developer: Rivaima Partners LF Plan prepared by: Marcia Joseph Located on: Tax Map 32 parcels 22 and 22M Site falls in the AIA Airport Impact Area Zoned: H-1 and Ll And EC Entrance Corridor ZMA 87-19 with proffers as follows -- From From the letter dated January 18, 1988 1. In order to provide a tangible incentive for the extension of public sewer to this industrial property, but in recognition of the lack of same currently, we hereby proffer that prior to the installation of public sewer the uses that will be allowed will be those that do not require public sewer and which can be served by domestic septic fields. Furthermore, the buildings which will be constructed will have less than a total of 225,000 square feet, until such public sewer is available. 2. We hereby proffer a restriction of the types of uses of the property for that portion of the property for that portion of the property which will be HL The uses that will be prohibited on the property would include the following. brick manufacturing; concrete mixing plants, manufacturing of sewage disposal systems; manufacturing and recycling of tires; petroleum; gasoline, natural gas and manufactured gas storage; sawmills; wood preserving operations. 3. We agree to restrict the uses of the 9 acres of Parcel 32-22C which is already zoned HI in the same way as provided in Section 2 above. 4. We proffer to restrict the development of the property to the general outline of the master plan which has been submitted as part of this rezoning application. 5. In the way of road improvements, we proffer to limit develop0ment of the property to not exceed the capacity of the access road until such time as the road is improved to accommodate the additional traffic generated by the added development of this rezoning. The capacity of the access road is that capacity which will accommodate the traffic from the contiguous properties if fully developed under the existing zoning. & We will expand the undisturbed buffer area from the required 30 foot width to a 50 foot width along the lot line which abuts the lots of Airport Acres. 7, No portion of the buildings will be within the 4 acre buffer zone adjacent to the lots of Airport Acres. From the letter dated November 20, 1987 • We will provide twice the screening requirement stated in the ordinance for any disturbed areas within 100 feet of the lots in Airport Acres. The buffer area adjacent to the Airport Acres subdivision will be graded so as to maintain the natural topography of that property up to the area required to grade the bank on a two to one slope to the edge of the building and in such a manner as to continue to provide adequate storm drainage facilities for that section of the property. The planting of the screening trees or the building of berms will be done in a manner to insulate as fay as is feasible the glare, noise, and visibility of the project from the adjacent residential neighborhood. • The exterior architectural styling of the buildings will be reasonably consistent throughout the project. The buildings will be substantially masonry or concrete wall construction and will be reviewed in a schematic fashion with the Planning Staff for their comments prior to construction. Magisterial District Rivanna Albemarle County, Virginia Source of Topography: James Feil, Inc. Thomas B. Lincoln Land Surveyor Survey Information: Thomas B. Lincoln Land Surveyor Adjacent Parcels: TM 32A Sec B P 14 William M i.md Jean 0 Jarvis Zoned RI Use Residential TM 32 P 22C5 Larry B or Barbara A Hall Zoned HI Use Commercial TM 32 P 67 Larry B or Barbara A Hall Zoned HI Use Industrial TM 32A Sec I B P I I Jerry L and Molly 5 Marshall Zoned RI Use Residential TM 32 P 21C Danny D Charles Zoned RI Use Residential TM 32 P 22N Larry Sr or Barbara Hatt Zoned R1 Use Residential TM 32A Sec I B P 12 Anne Carder or Melvin Breeden Zoned RI Use Residential TM 32A Sec I B P 13 Carroll J or Joyce L Good Zoned R1 Use Residential TM 32 P 19 University Real Estate Foundation Zoned PD -IF Use Industrial Proposed Use: Warehouse Fadlities and Service Retail Site Size: 34.82 Acres Building Coverage: 5% 81,540 Square Feet Albemarle County Engineering General Construction Notes for Site Plans 1. 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. 2. All paving, drainage related materials and construction methods shall conform to current specifications, and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. j 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximun-, allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. 6. A31 traffic control shins shall conform with the Virginia Manual for Uniform Traffic Control �_._,.vices. 7. Unless otherwise noted, all concrete pipe shall b reinforced concrete pipe - Class III, 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TYPE ""A" --IES SHARP CUTOFF TYPE III DISTRIBUTION 20* MOUNTING HEIGHT POLE # SSP20-4.0-1 I -F-D M 10 TYPE "B" -IES SHARP CUTOFF TYPE IV DISTRIBUTION 20' MOUNTING 1V1GHT POLE # SSP20-4.0-1 I -DM 10 13 Symbol used for light fixture TYPE "C" --IES DARK SKY SHARP CUTOFF WALL MOUNTrED TYPE.M. Paving Coverage: 5010 To Elevation Inv. In. 75,840 Square Feet BOTANICAL NAME COMMONNAME CONDITION REMARKS The site is not located in a Water Supply Water Shed _J1 u� Z� 10% Glossy Abelia Datum Reference 157,380 Square Feet 24" ht. USGS 460.64 (36") BT Pavement Section: 4 Container 4. -4- DI -7 2.5" BM -2 x autopu ea Crimson Velvet Franklinia alatamaha 1.5" SM -2A Container - As shown UTILITY LINES WILL BE PLACED UNDERGROUND WHERE PRACTICAL Maximum Height of Structure not to exceed 30' A4 MH - 1 465.5 463.5 Bumper blocks will be located at the edge of pavement to allow for I foot l Es overhang Industrial use - 81,540 square feet 1 Sp/2 employees. 98 employees p-, _-B && 49 spaces, 8'-10' ht. 9 Possible division into 7 areas 2 Sp/ customer = 14 462.0 457.57 spaces C2 on plan Required Parking 63 spaces (AA4-t(T,n X14 ;lam N.t o- I 1 4) initial lumens shall be a full cutoff luminaire or a decorative luminaire with Total Parking Provided - 127 Spaces full cutoff optics. Loading Spaces - VVJ?-Apper) The spillover of lighting from parking area luminaires onto public roads and IV 81,540 sf property in residential or rural areas zoning districts shall not exceed one - Container 9 Loading Spaces required half (1/2) foot candle. Total Loading Spaces Albemarle County Engineering General Construction Notes for Site Plans 1. 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. 2. All paving, drainage related materials and construction methods shall conform to current specifications, and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. j 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximun-, allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. 6. A31 traffic control shins shall conform with the Virginia Manual for Uniform Traffic Control �_._,.vices. 7. Unless otherwise noted, all concrete pipe shall b reinforced concrete pipe - Class III, 8. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). TYPE ""A" --IES SHARP CUTOFF TYPE III DISTRIBUTION 20* MOUNTING HEIGHT POLE # SSP20-4.0-1 I -F-D M 10 TYPE "B" -IES SHARP CUTOFF TYPE IV DISTRIBUTION 20' MOUNTING 1V1GHT POLE # SSP20-4.0-1 I -DM 10 13 Symbol used for light fixture RIVANNA COM..,.M..ERCIAL PARK i REVISIONS ova 3Z 7, 0 IN, - -- - ------------ --- -------- --------- -------- ------- - ---- -------------------------- ------ ------------I-- --- ------- --- I- - - - ---------------------- ------------------- ---- --- ------- \\\\`' , `' \�4 I,� V- --- -z-, ---,- ---- � '\ �` 132. 2 :�----:--- ------- - V ----- I\ JTI1, C - "-"--- :\, � til;.,:.\,``;, � , ,, Vis,,;"� �\\��`'"" `V''•.?; , ) A z IT , J _,J OV, .-x 0 "A _J v Z --- --- ------- ------------------ 71 TYPE "C" --IES DARK SKY SHARP CUTOFF WALL MOUNTrED TYPE.M. Paving Coverage: 5010 To Elevation Inv. In. 75,840 Square Feet BOTANICAL NAME COMMONNAME CONDITION REMARKS The site is not located in a Water Supply Water Shed Total Impervious Coverage: AG 10% Glossy Abelia Datum Reference 157,380 Square Feet 24" ht. USGS 460.64 (36") BT Pavement Section: Open Space: Container 6" Base Stone 2 1 A 90% DI -7 2.5" BM -2 31.33 Acres autopu ea Crimson Velvet Franklinia alatamaha 1.5" SM -2A Container - As shown UTILITY LINES WILL BE PLACED UNDERGROUND WHERE PRACTICAL Maximum Height of Structure not to exceed 30' A4 MH - 1 465.5 463.5 Bumper blocks will be located at the edge of pavement to allow for I foot Parking Schedule overhang Industrial use - 81,540 square feet 1 Sp/2 employees. 98 employees Fosters American _-B && 49 spaces, 8'-10' ht. 9 Possible division into 7 areas 2 Sp/ customer = 14 462.0 457.57 spaces C2 on plan Required Parking 63 spaces Each outdoor luminaire equipped with a lamp which emits 3.000 or more IC initial lumens shall be a full cutoff luminaire or a decorative luminaire with Total Parking Provided - 127 Spaces full cutoff optics. Loading Spaces - 1 S P/1 0, 000 sf The spillover of lighting from parking area luminaires onto public roads and IV 81,540 sf property in residential or rural areas zoning districts shall not exceed one - Container 9 Loading Spaces required half (1/2) foot candle. Total Loading Spaces B3 DI -7 Provided 10 Loading Spaces B&B This site is served by public water and.a private septic system. 81-10'ht. 12ic CONTRACTOR TO VERIFY LOCATION OF ALL PROPOSED SITE IMPROVEMENTS RIVANNA COM..,.M..ERCIAL PARK i REVISIONS ova 3Z 7, 0 IN, - -- - ------------ --- -------- --------- -------- ------- - ---- -------------------------- ------ ------------I-- --- ------- --- I- - - - ---------------------- ------------------- ---- --- ------- \\\\`' , `' \�4 I,� V- --- -z-, ---,- ---- � '\ �` 132. 2 :�----:--- ------- - V ----- I\ JTI1, C - "-"--- :\, � til;.,:.\,``;, � , ,, Vis,,;"� �\\��`'"" `V''•.?; , ) A z IT , J _,J OV, .-x 0 "A _J v Z --- --- ------- ------------------ 71 `Iq 1, &iNITY rip DRAINAGE TABLE LANDSCAPE DeScrintion To Elevation Inv. In. SCHEDULE SYMBOL BOTANICAL NAME COMMONNAME CONDITION REMARKS 443.91 (36" Box) -TTA 4Y-'" AG Abelia grandiftora Glossy Abelia Container 5' o.c. 24" ht. J) 1 460.64 (36") BT Berberis thunbergii Japanese Barberry Container 5' o.c. 2411 ht. DI -7 467.5 462.8 autopu ea Crimson Velvet Franklinia alatamaha Franklinia Container - As shown 6' ht. 4 A4 MH - 1 465.5 463.5 on plan DI -7 Grate (Y oriface) IA Ilex attenuata Fosters American _-B && As shown 8'-10' ht. 9 DI -12B 462.0 457.57 Holly C2 on plan 461.22 (18" CMP) IC Ilex c.j�enata'convexa' Japanese Holly Container 5, o.c. 2411 ht. 241$ ht. 43 27 IV Itea. virginica Virginia Sweetspire Container 51 o.c. 464.5 464.25 B3 DI -7 Henry's Garnet Juniperus chinensis Chinese Juniper B&B sn on 81-10'ht. 12ic phow lan cloumnaris glauca Sweetbay Magnolia Container Do not _ht. 7 MV Magnolia virginiana block window py Prunus yedoensis Yoshino Cherry B&B As shown 2 1/2" 5 on plan cal. QR Quercus rubra Red Oak B&B 35' o.c. 31/2 cal. 15 TC Tilia cordata 'Bicentennial' Littleleaf Linden B&B Asshown 2 1/2" 5 on plan cal. Up Ulmus parvifolia Allee Chinese Elm B&B 35' o.c. ,1/21t cal 10 Vp Viburnum prunifOlitim'Early Blackhaw B&B As shown 2 I -P 2 Red' Viburnum on plan cal. AR Acer rubrum Red Maple B & B 20' o.c. 15 EXISTING TREE LINE `Iq 1, &iNITY rip DRAINAGE TABLE DeScrintion To Elevation Inv. In. Inv. Out Al Al 313-1 469.0 454.18 (18") 443.91 (36" Box) 45718 p§�" A2 MH -1 473.3 461.64 (1811) 460.64 (36") 461.64 (24") A3 DI -7 467.5 462.8 462.7 Type II Grate A4 MH - 1 465.5 463.5 DI -7 Grate (Y oriface) T eI C1 DI -12B 462.0 457.57 457.37 (18'1 RCPL C2 Ex. ES 461.22 (18" CMP) DI Ex. DI -6A 473.9 469.17 131 ES -1 464.25 .B2 MH -1 469.5 464.5 464.25 B3 DI -7 1509.0 506.0 County Approval Block Department of Engineering Date - Planning and Community Developm at, RIVANNA COMMERCIAL Pi Department of Zoning ate Fire Official Date Site Plan Building Official Date August 9, 1999 Sheet I of 5 Albemarle Co. Service Authori Date Joseph Associates 481 Clarks Tract Keswick, VA 22947 804-984-4199 J 1,r RIV,4NNA COMMERCIAL mz OEM, IX L 0 P Ai V, Al yyy Le -ff 41fiP 21 ...... ..... . RIVANNA COMMERCIAL PARK SITE PLAN SCALE SHEET Ill - 201 4 OF 1 \ t n , i (-A -n, LUMINAIRE SCHEDULE Symbol Label Qty Catalog Number Description Larrnp Ile lumens LLF A 7 BV2 250M R3 ARM MOUNTED PREMIUM ONE: 250 -WATT METAL CUT-OFF FIXTURE HALVDE, HORIZONTAL 97'' 12r- 26.ies 23000 0.72 ® W/SEGMENTED OPTICS POS. B 8 BV2 250M R4 ARM MOUNTED PREMIUM ONE 250 -WATT METAL �...... ; CUT-OFF FIXT HALIIDE; HORIZONTAL 97012227.ies 23000 0.72 ' W/SEGMENTED OPTICS POS., F C 10 DALTOR SS/W 6X6 EXTRUDED ALUM ONE 175 WATT METAL >_ ," Uj 175 IES DARK TYPE III FULL HALIIDE, HORIZ POS'. U0031H.PHT 16000 0:72 {�� \ \J SKY FULL CUTOFF CUTOFF WALL PACK STATISTICS Description; Avg Max Min Max/Min Avg/Min FAVWNA COMMERCIAL 0.7 fc 8:6 fc 0.0 fc N / A N / A PARKING ONLY 2.1 fc 8.6 fc 0.2 fc 43.0:1 10.7:1 TYIPE "A" --IES SHARP CUTOFF TYPE III DISTRIBUTION 20' (MOUNTING HEIGHT POOLE # SSP204.0-11-F-DM10 TYIPE "B" --IES SHARP CUTOFF TYPE IV DISTRIBUTION 20' MOUNTING HEIGHT POLE # SSP20-4.0-11-DM10 TYPE "C" --IES DARK SKY SHARP CUTOFF WALL MOUNTED TYPE III r + + .i. -I. _ i- + {. 1 F .i, f ; -4 } r -? f -7 } f F i .F d d 00 0 0 O.0 . _0.4 0.0 4.0 0.0 _ 4.t) -0 0 0;00_0 _d`d - 0^0 _ 0.0 0.0 .. 0.0 O i} Q.(b- 0.0 . _O.d -0_0 0.0 R_._ Q Q-� 0 �_ iLiJ ___.2Q_� 0__�-0 _�_D.- 4 d___1)_0_� 0__. O D_ 0 0 a n-.:0 0� . o.�'b.o o.c b.o +o.o o.0 0.fl b.o o_ti b.o o:o o.o b.o b.o `o.o b.o 0.0 0.o) 'b.o b.o 'b.o 1b.0 +0.0 0.0 0:0 4.0 10.0 'bo b.o o.o o.0 0.0 0.0 o.o o.o o.o O.o d.o b.o Vo -b.o b.o o.a o.o o.o o.o b.o b.o b.o -b.o o.0 0.0 0.0 0.0 o.o b.o o,o �,b.o 0-o,, 0.o 0.4 10:4 - 0.o 0.0 b.D. o.0 0,o 0.0 0.0 b.o b.0 0.0 .o o.0 10.0 0.4) 0.0 0.0 b.0 0.0 010 0.0 . +0.0 O.o b.o 0.0 6.0 b.0 0.0, I x +4.0 0.o 0.o 0.4 0.0 0.0 0.o b.o 0.0 0.4 0.0 0.0 0A o.a +0.0 0.0 0:0 o.b 0.4 0A 0:0 0,0 0.0 0.0 0.0 0.0 `0.0 1 + ., '' '1- 'r 9. .1. •F + i- -F �h -h -r +� + + t -r i, i. .1. .Y .Y' + + �9� -r -F +� + + i� + t + + + �\i- 7 .. 0.0 ; b.o 0.0 bb , -0:0 0.0 0,0. 0.0 0.0 D.0 D.o 0.0 `0.0 0.0 0,0 O.O o.0 0:o) 0.o 0.0 b.o 0.0 0.0 0.0 • 0.o O.D b.0 b.o b.0 0:0 O.o 0.0 b.o 0.o 4.0 4.0 Q.o 0.0 d.o 0.o 0.0 b.o 0.0 0.o 0.0 ,Q 0.0 0.0 0.0 0.0 0.0 0.0 0.o a.o 0.0 b.o o.o b.0 0.0 0.�0 T +0.0 5 0.0. 0.0 +O.D 0.0 0.0 0:0 0.o 0.4 4.0 0.0 0:o 0.o 0.0: b.D 0.0 +0.0 0.01 0.0 +0.0 0.o 0.0 0.o 0.o O.o o.O 0.0 0.o b.0 0.0 o.0 0.0 0.0 0:o 0.o 0.o 0.o b.o O.O +0.0 0.0 -0.0 '0.0 b,o 0.a 0.0 b.o 0.0 '0.0 b.o . b.o `.o 0.0 0.o 0.0 0.0 0.0 10 o b.o �0 o tI1� 0l p,0 0.0 0.o o.o b.o o:o +D.O b,o b.o 0.o b.o b.o b.o -b.o 0.0 0.o o.o b.o 0.0 0.0 0.0 0.0 0.0 o.a 'o:o o.0 0.fl o.o 0.0 0;0 -0.0 0.o . b.o 'o.a o.o +6.o o,o b.o +b.o b.o o.o b.o b.o -0.0 -0:o "4.o b.o -b.o b.o b:4 b.o 0.o b.o o.o b.o '` o O.o b.o 0.0 00 �.o o.a o.o b.o b.o ..o b.0 0.o b.o 'b.o b.o b.o b.o o.o 4.d 4.0 b.o, -b.o b.o . ao 0.o 0:0 b.o b.o o.o b.o -b.o b.o b.o b.o b.o o.o . o.o b:o b.o o:o b.o b.o 'b.o 4.0 b.o I o o.o o.o b.o b.o b.o b.o 4.o b.o b.o b.o b.o b.o b.o b.o o.o o.a o.o o.0 o.0 `Q,o o o.o b.o o.0 0.0 b.o b.o 4.o o:a o.o o.o b.o b.o ao b.o 0:0 0.0 0.o b.o o.0 0.o o.o b.o b.o O.o b.o o.o 0 f7 4.4 b.o 0.0 b.o 0.o Vo b.o b.o b.o b.o 40.0 0.0 o.o b.o b.o b.o 4.4 0.o o.o +D.o b.o 0.0 0.0 0.o o:o b.o o.o D:o b.o +0.4 0.o 0o o.o C�.0 ` • `l + 4 + -F .f "f .f� t .1. � +� d� �i- + + i� i' = + d' �? + + �!- -h -F 'F .F - -} +- t f \ 0: U 0:o 0.0 0.0 0.0 o.d 0:0 0.0 0.0 0.0 o.0 0.0 0.0 O.O 0.o 4.1 0.1 0.0 O.o 0.0 0.o OA 0.0 0.0 4.0 0.4 0.0 0.o 0.0 0.0 0.4 0.0 0.0 4:a 0.0 O.0 0.0 �0.0 b.0 0.0 0.0 0.4 b.0 0.4 0.o 0.0 0.0 0.0 0.0 0.o 0"a b.o OA 0.0 0.0 0.0 0.0 b.0 QO 0.4 0.0 �0.0 0 0 o.a o:o b.o b.o b.o o.o 0.0 0.0 0.0 0.0 4.0 o.o O.d 0.1 0.1 4.2 0.2 0.1 a.1 0.0 0.0 0.0 b.o o.o b.o Vo o.q b.o b.o 0.0 b.o b.o b.o O.o Amo b.o b.4 D.a o.0 4.4 b.o o.o b.o +4.0 0.0 0.o a.a 0.o b.4 0.o b.0 0.o b.d a.o 6.o b.o Vo to b.o :'..o =o. tao a.0 0.0 0.0 0.0 0:0 q.0 0.0 0.0 0.0 0.4 0.0 0.4 0.1 0.2 e (F. 0.8 0.8 +.4 0.1 0.1 0.0 0.1 0.1 0.0 0.0 0.o b.0 0.o 0.4 0.0 b.0 b.o 0.0 0.0 b.0 b.0 O.0 0.0 b.0 0.0 4.0 d.o b.0 0:0 b.o 0.o 0.0 b.0 0.o 0.0 D.0 0.0 0.0 .o 0.0 11'10.0 0.0 0.0 t;O b.0 I 40.3 +o• lc�l +ai +oo +0» 6 : •o _. z_._ _ +t� -_ - -- - - -- --- - -- } - - --------- - --- -------- - r 0.4 0.q 0.0 +0.0 b.o b.o OA +0.1 +0.1 0.1 0.1 0.1 0.2 3 1.2 3.1 3.1 1.1 0.3 fl.1 0.0 ,Q_2 0.2 0.1 0.1 b.o 0.0 0.0 0.0 0.0 b.0 6.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0:o 0.0 0.0 QO O.0 0.0 0.0 0.0 0.0 �OA O.D 0.0 4.0 0.4 O.O 0.0 .o 0.0 0.1 \ D.1 0.1 . 1, 0-4 0 3 +o,® �o°t toa + 1 t .6 0.0 d.0 0.0 0.1 0.1 0.1 0.2 (i-,3 .---"�O:•4•----b3---E3:3----0: -_ 3.6 1. -q.3 0.1 d. y1.1 0� O.3 0.1 `0.0 O.o 0:4 0.0 '0.0 0.o 0.0 �b.0 d.o 0:0 0.0 '0.o 0.0 '0.o - 0.0 d.0 0.0 0-O 0.0 0.0 � 0.0 '0.0 0.0 '4.0 QO O.Q 0.0 OA �0.1 0.1 0.1 '0.1 0.1 )_2 �0.2 '� �•� 1,04 .� o .Z -¢Q.1 +,o. ( + 6.o +o. o } 3 + .r -r 1. ' r 1 l Ob 0.4 0.o 0.1 d.1 4.2 0.3 0.5 0.8 ; 1.1 0.9 4.3 t1°� 5.4 2.8 0. 0.2 0.1 '0.0 0.0 0.0 0.0 6.0 0.o 0.o 0.0 0.0 0.0 d.0 0.0 O.0 0.o 0.0 -`O,o 0.0 d.0 b.o .o 0.0 0.o 0.o 0.0 0.0 b.o 0.1 b.2 " 3 0.2 0.2 O.2 J. 0.5 { ,_ l.Z +o. A +d•5 + 3 t e ° ( +&,o -r o , o 0. 0.0 0.1 0.1 0.2 b.3 4 0.8 X1!4 2.f1�l b: 3 3.4 0. ' b.2 b.1 0.o b.o b.o 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 0.0 10.o 0.0 b.0 b.0 0.0 0.0 10.0 0.0 0.0 b.o 0.o b.o 0.o D.1. 0.2 b,6 1.0 b.7\ 0A '0.3 �.6 ).1 2 F ----i s r + .< .. :. 0.0 d.0 0 1 0 �e .2 0.3 '� 1 .6 071.12:0 3.2 1.5 0 . 4. 3.4 2 0 , I.0 05 2 0.a O.0 O.d 0.0 'fl.0 0.0 0.0 0:O 0.0 0 0. 00 O 1• .0 0.0 0 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 O.D 0.0 ,d .0 O 1 .4 24 38 28 4 03 6 .e +- +. + + I�! ... 3_ ..< 0:0 0.1,. 42 .0 4 :0.9 1.2 -1.9 440 4.1 1:3 0'.4- 0: 0.5 0.4 0.2 0.1 0.0 O.L1 O.d O.fl 0. 2 Z Z 1 d.0, •O.t) ., 0 .0�0 .. 0.0 0.0 ,:.00 ,_t)A. 0.0 O.0 0.4 0.0 . 0.0 b.0. O.O OA,... -d.0. 04._>_-.17.4.:.,0._1.. 0.1 ...0.2,. 4,; 1 +�• t + � + +- ( -r--t• � O• I �.o.o t 06o -b.1 d.1 O. 0.9 1.6 3.0 �a,4 3=6 ).0 0.4 0.2 4.1 0.1 0.1 d.0 0.4 0.0 0,0 0.0 0.0 0.0 0.0 0:0 ,o 0.o 0.0 0:0 0.0 0.0 0.0 0.0 0.0 0:0 b.o 0.0 6.0 b,0 0.1 '0.2 5 { t Z'� } -d + 3•� r i. .{. .1. + +. + - -r+ -I - + :b 0.4 0.1 0. 4.7 1.4 3.1 .3 2.6 1.1 5 0. 0.0 0.0 0.4 0.0 0.0 0.0 0.0 O.0 4.0 0.0 0.0 0.0 b:0 b.0 b.o 0.0 0.0 0.0 OA 0.o 0.0 0.0 b.o 0.0 0.0 0.0 0.1 3 1.2 2.8 + t•Z +2.3 +2.7 +Z:j j Oq 0.1 0.2 .4 1.0 9.7 2.9 j 6.4 4.4 1.2 0. t1: 0.o D.1 D.1 0.1 0.0 0.o 0:0 0.0 b.o 0.1 0.1 0.1 d.0 0.0 OA 0.0 OA 0.1 0.1 0.1 0.0 0.0 0.o D.0 0.O 4.1 0.2 0.6 2.4 6. X21 L _-- + lb. + + + + i - -r i -r + + - + a. d.1 0.2 .5 0.9 1.2 2.0 �'4.2 4.4 2.0 0.8 0. b.1 0.2 D.3 T0.2 0.1 Q.1 0.0 q.1 b.1 0.2 3 4.2 0.1 0.1 0.0 0.1 0.1 0.2 6 2 0.1 0.1 0.0 O.1 '0.1 0.2 .4 0.6 2.1 4.8 + ? + E 0 tl• f +D.o{ <(r) + .t 0.0 } �� 0.1 0.1 0.3 5 0.7 9 .a 1.6 +2.8 4.6 2.9 1.7 + 0.30.6 +1 :0 b. 0.2 0.1 0.1 +0.1 0.2 0 6 +1.0 +O. 0.3 0.1 0.1 0.1 0.2 0.5 1.0 O.7 0.3 0.1 0.1 0.1 0.2 0.5 1.0 +0.9 0.8 1. -<� t o `� { G rad r®5 +Q t fi�y.o I - ) 2 uN� j o.1 0:3 .5 O.7 0.9 1.6 1 2 6 4.4 3.3 1.9 0 0.5 2:6 3.7 2.5 5 0.2 0.1 0.1 5 2.5 3.7 2:6 �5 b.2 0.1 0.1 ' .4 2.3 3.7 2.8 0 0.2 0.1 0.1 + A 2.2 3.7 3.0 0.8 X0.4 �' r + * , o. © „y 'b.1 +0.2 .5 b.8 +1.1 `1.8 i 3,6 '4.7 2.6 r1.1 Q. + 4 i ��r .� +E,o +2.Z +2. N3 8 +Z4 1 : +0.2 0. 0.9 `1.6 2.3 (+5.2 6.O 1.7 b.7 b.3 �fd.v OR1 0.1 0.0 0.0 +1.3 2.9 R; r +3.5 '1A oa:5 0. +{•o t2o t2.3+2 � t 4 d`I. o. o �� o . 0.1 0.3 •1.4 2:9 4.2 3.5 1.3 'b 6 +o. } t<� + f,3 +1.5 r 1.� t•0 0.1!11 0.2 0:4 +1.5 2:1 +4.4 5.8jt +1.7 0. +0. +6.7 fG.` rl,Zl �O +b,l o 0. 0.3 r.5 0. 1:2 1.7 3:O 4.2 2.2 0.8 0 t6:1 +0,�fi il'o 0,6 � `_✓� -r .�-ro.t �.o � � 1 i 0.4 1:4 . +2.2 '2.8 .3 +2.3 5.3.x` .5 ; �•`� .t-1'44'i'5j °f.1 -r �t 1-t +4.I +6.0 . + �` / i (.� k2.6 +2 4rtZ•la �2b tp.l ,0 0.1 ;. 0,3 .4 0. 1.4 2.8 ' 2.9 2.6 1.8 �1 6 0. 0.3 06 T +1.3 2.4 4:2 2j9 +'t.3 {'i.0 _}.8�+0: 1•6 ��.Z+Z•4 +.Z 0 (� % /0.1 b.3" + , 9e 2.0 .9 - ' 6:a.. 2.3 1.1 b.9 _1.6 3.2_ +1t 6 t i.1 # 2 .3 +,6.(+6.0 � 0:11' 0.1 0.3 0 1.2 2.6 a. 2.4 +1.4 5.2 2.7 +6.• 24 v1.4 t 1.3 1, +b +0.9 t l,o f6.� +0.{ -o.b �1 0.2 0:2 +1.4 2.7 + 8 3.4 1.9 -13 f Zy %�O1 0.2 4 to 1.8 2.5 .2 8.6 4.6 2.fl 1.2 1.0 1.5�' +O•i +t,� F(,t FG.� �t Bpd +6.�0 b.2 5 9.1 +1.6 2.3 ',F2 `l.7 3.3 F1.8 11.0 ._?.1_....__2.2. a �. + +-I. C) l•o Fp. { a .o .1 01 0.2 5 1.0 1.8 2.6 1.2 8.2 4.1 2.2 1.5 2,7_ 6.1: +1°0 +Z t +1,'7 A 46 O0 0 - 25 T 0:1 0.2 +(}.3 0:6 +1:3 2.7 + X5.1 3.2 2.0 1.6 2.9 6.2 rt.o +.2 •Z �2•'U +3 �, Z•�Fty t�j o I 00 0.0 0.1 0.1 'd.3 0.7 1.4 2.6 2 4:8 2.4 1.5 1.5 1.8 2.8 1.o 0,8 4.6 0.7 0.9 1.0 .1.0 1.0 0.8 0.6 0.7 0.9 `1.0 1.0 1.0 0.8 0.6 0.7 b.9 1.0 1.o 1.o 0.8 0.7 b.8 1.0 1.o 1.d b.9 O-7 0.7 '0.8 1.0 1.0 1.0 0.9 0.7 0.7 b.8 9.0 1.0 1.0 0.9 0.7 0 7 5.0 1 2 � * �� 6 + ( 9 4 G•( �b D /0.0 O.0 0:1 0.1 0.3 YD.7 1,2 5.8 1 6.1 2.7 1.3 1.6 2.3 2.5 2.a 1.3 0.8 b.9 ;1.4 2.0 2.2 1.9 ;1:3 4.8 b:9 1.5 2.1 2.2 +1.9 1.2 0.8 0.9 9:6 2.1 2.2 1.8 1.2 0.9 9.1 9.8 2.2 2.1 1.6 1.0 0.9 `1.3 1.9 2.2 2.0 +1.4 b.9 .9 5,3 2.0 2.2 2.0 1.3 0.9 1.O 1.6 2.3 2,5 2.3 1 + I'0 + + + r + + + ++2.6 '� 6.ia f 6A r .0 0.4 0.o 4.1 4.1 0.3 0.7 1.0 9-3 6- 2.7 1.5 +1.6 2.5 3. 2.4 1 4 A 1.0 1.5 2.4 2.9 2.3 1. 1. 1 0 6 5 2.9 2.1 '1.3 , 1.a 4.4 1.7 6 �.9 1 1.3 1.0 +1.2 4 2.$ 2. 1 8 1.1 1.0 1.4 .3 2.9 2.4. 1.5 1. 1 0 5 3 2.9 2.3 1.5 1.0 9. 1.8 2.7 0 2 1, I.�/ - + + X00 + -+ .i. ++I+ -r : r i. i .r�{++ I It t '.1. 1. i.+.I -F # + � + { ; + 1� Ft r , '. I �r +..{.� +..t..i00' O.d 0.0 0.1 b.1 0.2 b.3.7 1.2 2:3 �2.2 1.7 1.9 2.6! 3. 2. 5�4 0.7 P.8 1:6 2'.6 ,3.5 2.41 5. 0.} �18 .7 (2.8 .,13.4 23 1.21 0.7j 0., 9. 9 -4 12.1 X1.1. � b.7 11.0 2.0� 3.�. 3. 1�9 0.9 0.8 �T1.3 ; 2.4 34I 2.6 1. 0.� OI7 �.5 .5 IA3.5 2.5 1 11.51 0.8' 0. 1.�3 9 � .4 .1 i1 0 }0.4 0.3 0.1 1 0• b.o -r + + + + +. -} + �+ !+_ _' y .f. A i.I _a� I... _-_--- + .fl- __ i+_ .� ... + Zt. _ +�-_ !, ��. ,, I + + .�. .�.: i- i .r + '. ;-I +� .! -.�4_4 -r + + i ,+fF+.0 0.0 0.0 0.0 0.1 0.1 0:2 0.3 0. 0.8 1.3 14 I.3 �?{ 2 6 "-fir$-4 -i 0 51- 23 4�! .2 80 Z.fi '05 13- i.9- 08e d 9 fi9-3. B qf3'- " i 5-�B-6-`1-0 23 31� 2 6" 1 0 L - 3- 2`9 T. 4.3 0.1 0.1 0.o Q.d D.0 t1.2 •D 1 (� a77-0.6- -- 'n n n (L1� o +R� t�1 1-�0 0 ®t?, �• . +n , 1 n j III n fi ,ten � n.1 n 1 n 1 Il y q 1 i0 1 01 0 1 .0 10.0 -o SL1 - - 1 O.d 0.0 . 0.0 +b.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 Q0 0.0 +4.0 d.o 0.0 o 0.0 0.0 0.0 10.0 0.0 + .o 0.0 0.0 0.a 0.0 0.0 10.0 0.0 b.0 0.0 0.0 0.0 b.o 0.0 o.O b.4 0.o 0.0 OA b.d o.0 0.0 0.0 0.0 0.0 0.0 0.0 10.0 O:O 0.0 0.0 0.o 0.0 0.O 0.0 0.0 J.0 'O:0 'rt';O '�9 4 - X.O. 0 6 ir1 ao Lj , ' , Plan View G� Scale V= 32' Nf I -4;t 4_6 R_ Sz -000- �...... ; U v) LIJ F I-__ E >_ Uj - � U _z {�� \ \J .Lre ` :J 0 L19 0 I106 < 1 1 1 V) i�j U 0 w w Z < L.I_I W <z 111Sz z Designer JPS LC Date 1z�V�5 J u n 22 2000 Scale 1 "= 32' Drawing No. RIVANNA.VSL SHEET 5 OF 5 j 11 '�;��.�'1�t1,'�r?'•�s t � a �3 �-t�,r, k;3.A�.5. �1- ,Mj 3�s