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HomeMy WebLinkAboutSDP200600069 Plan - Approved Minor Amendment 2006-08-07LO a 0 N co 0 0 L a, 3 LO I CV CV I 0 .i Cn W .� ro L QJ -i-J Q Cn L T a� 3 ,n CD 'D r �p>�ifj �� U 5� � � 1 _- -- O 6 01 6' _ _ — s1 _ O ~_ \ O _ � S ol t- /F \ , n,Ica .rypT-.O� 0 yd_ - r _\ J W lIe��I Approved fps —rl ��' OS ��_ _ Off- O _ coO��j 1� 1 'Usk `~'i-' — __--- \ 4 . immunity Development 0apartmor s1 0 >� Dat F• 197 Ix 0 O _- I _.._- _ � - • f-"---., � ``� `rib" / ALIGNS WITH jv�� O°u?� �O \� jr� ��I ° , `;�0 `'7� / FRONT EDGE x Z I 1 G� -- q,�> 1T - _ �r�1 O` �7 �--�- OF NEIG-RBORING _fol — O 1 / -TABLE 0 �7 5� X S15 SHADE TOLERANT --- C R�)EENING TREES i _ �,--- -----� TOP CL BEPVEATH EXISTING / x O -- �-�Y Zf Z�'527.5 CANOPY TO OCCUPY / rZ \, OTTO RFORATED �(N AREA 50' OFF T`HE J O PtP T 524. �G7- �>` `� O \ \ o) a s \ EPROPERTY LINE � ND s I� O XTENDING TO TY� / / --�st� 1- � C�� ti / FRONT EDGE CP THE /. / x �07�� ----- — -- O STABLE BUI DING ON / 1, /a \ ADJACENT PROPERTY I ®� O _ __-_-_. \ (27) 1 E RY 4ILL t1=EX BRA NI A ``' _-- -- ._...__- -\ \ \ O \ I/ O 4" #68 STONE, �--- -' / SHED r �1 O FILTER FABRICTOPPED-- �%�`` 528 _` �\ / x / WIT EYDUST 529 B OM EP RFO'7 1a EXISTING GRAVEL -- \ \ 2 5.23 x IA!-��� PAVING TO -BE— — - ' c' REMOVED .... T 26 q ' — — - LAWN EXISTING 2'' 30 4TO � Q�v /. eUMp �cE TONE \ `-E s MATCH SHEET A104 (4 OF 5) 1 3:1 MAX SIDE SLOPE SOD TURF COVER W/ EC-2 EROSION CONTROL MATTING CLEAN -OUT W/ WATERTIGHT CAP - SHEET FLOW a' — a 6" 21A W/ PRIME AND DOUBLE SEAL SURFACE p ,F ° >- LUCK BIO-FILTER MIX TREATMENT (CHIPPED ;^ °< OR TESTED AND BROWN STONE SURFACE) ° ° w APPROVED EQUIVALENT TYP. PAVEMENT FOR PAR IN^G tl. >'N z • . - 'a PROVIDE OUTLET AND SERVICE AREAS q,. >; ,> PROTECTION WHERE PIPE DAYLIGHTS 4 r 61 NON-PERF. PVC PIPE AT 1% MIN. SLOPE TO DAYLIGHT BIG -FILTER VEGETATIVE 6" PERFORATED PVC IPE AT 19 SLOPE (MIN (J7 O COVER SHALL BE ILEX GLABRA ' MIN, TO OUTLET PIPE NIGRA, INKBERRY HOLLY (MIN) N s 1 1/2"- 2 1/2" CALIPER, 2' HT. UNDERDRAIN GRAVEL M43, 1/2"-1") (AASHTO IN EFDABRIC I1 3/8+1=1+-02 VVATEQ QUALITY 6WALE FILTER AI NOTE: PROVIDE 1'-0" PONDING DEPTH TO THE CREST OF THE OVERFLOW STRUCTURE (STONE WEIR). ALBEMARLE COUNTY ENGINEERING ° 1 GENERAL CONSTRUCTION NOTES FOR SITE PLANS Prior to any road 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, 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum \ `\ allowable slope is 2:1 (horizontalwertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. c� 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the z Albemarle County Director of Engineering, or the Director's designee, it is deemed necessary in order to stabilize a drainage channel. All traffic control signs shall conform with the Vtr inia Manual for -Uniform Traffic \-� Control Devices. \ 0 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. v�� �J WEIR 52'8.00 8. All excavation for underground pipe installatiomust comply with OSHA Standards for BARN '� �O T LIi A�, eqS ] OCk / �\`� � \ N the Construction Industry (29 CFR Part 1926). / I 8'.- HIGH FENCE ��a r,�F q��rq \ \ SCREENING 4" ��68 S�TONE, A < / / x �H�2_'� TOPPED OyHONEYDUST ACER RUBRU NEW PORCH EONO P -------- "ARM ONG" / _ ELE� �� c4`� ` Q RED MAPLE j \ 1�/2" CAL. FIN. FLR. E EV. 533.30x o lye RETAIL SPACE I ' --- cOFsse I P E AND �i I x 5 / \ EXIST NG GRAVI/L MECH. 1250 GSF O ��� / \ DO LE SEAL ASPHA T "I / / / PAVI G TO BE EQUIP. (WITHIN EXISTI G FOOTPRINT) �_ �\ \ I I RE OVED I SC HIGH F NCE &� B S DROP-0 I I 1� \� \ \ ANPICK-UPI` +� ACERUBRU HED 0„EDMMAPLE°G" _\ \ II II a I r- / PARKING 1 `sip \ 0 \ 1/2" &AL<. EMPLOYEE ?ARKING / 18) SC ENING TREES - DOU�LE - — — I- q� I ' NAGGER ROWS, TREES 15 oC, EXISTING RODUCTION ---_ � p M N. HT. 5 , ASTERN WHITE PIN (EWP), EXISTING GRAVEL— �� �� sr D > \ s f 1 EXISTING u� co / d�NtLtE STEVENS'HOLLY 10\ (NSH) AND\ AREA 4 00 GSF COVERED SERVICE AREA 9�1 �O O SOUTHERN MAGNOLIA (SM) (RIDGE T. 25') CRUSH PAD TO 8 O ^� WELL o '4 \ WITH 2" S-M1 )-E5�' G (33) EVERGREEN SCREENING 0 O 'cS s6 • / SHRUBS, JAPANESE PRIVOT, s q� / \ EXISTING SERVICE AR\TO BE ( 11G1 STROM 2APO�ICUM, O �s _ �q.0 s� SURFACED W/ VDOT STANDARD 2 SM 9.5 A 'i S 0 CO v 00c?�/ I ®� O �o s 7 R=9' \ G I�D°� 9'� 0� O (0 \ R=67 _ R=26 S �s ' N m � ©� ai N ENTERS \ \ \ IIBUS EXISTING ROAD ,T0- �E SURFACED - �,_.____--.------ --�-'� AROUNDAREAWITH 2�-`SM,-�-9.SA - 1_ Alternate Site �� w l \ \ % cS . O 6 � / \ D a I g I i e s h Gilpin Paxton Architects 206 Fifth St. NE Charlottesville;, Virginia 2290:2 (434) 977-4480 PROJECT NAME OTHEQ 1NF'ORMt1TION LOCATION SITE PLAN W(ilVER 5.1.25 FAQM "WLNERY Keswick Vineyards - Albemarle County Edgewood than, 6151 Gordonsville Road, Keswick, Virgi fits 22947 Car'm Winery and 6 bordmat e PeW &Ies Owner Albert or Cindy Schornberg Survey True(ine II, (Steve Garrett) - Ground Survey Site Plan Prepared Byl D,E,G, & P, Architects, (Joe Chambers) Tax Map and Parcel, TM 06600 Parcel No, 06600-00-00-003AO Zoning RA Magisterial District (3) Rivanna Yard Requirements Front 75, Side 25', Rear 35' (Max, Ht, 35') Employees Max, Number Employees 7 (2 Retail, 5 Winery) Parking (14 Provided) One Space Per Every 2,5 Customers = 30 Daily Customers Divided by 2,5 = 12 Spaces Plus 1 Space Per Retail Employee (2) = 14 Total Watershed Site Is Not Located Within Reservoir Watershed, Flood Plain Site Is Not Located thin 100 Year Flood Platn. Gravel Paving 6,800 SF New Paving - 6,930 SF Existing Removed (Parking/Drive) Net Paving Deleted From Site = 1,930 Gravel, Walks 1,800 S of New Gravel Walk Concrete Walk/Stair 340 New Concre Ramp Building Square Footage Building Footprint Unchanged - Ex�-vep-t.s Noted Below Q40 SF ew Porch Lighting) No Lighting Fixtures Emitting 3000 or More Initial (No New Site Lighting Lumens Will be Used as Part of this Project, or Building Lighting Spillover of Lighting From Outdoor Luminaires is Proposed,) Onto Public Roads and Property In Residential or Rural Areas Zoning Districts Shall Not Exceed One -Half (1/2) Foot Candle, All Outdoor Lighting, Regardless of Amount of Lumens, Shall be Arranged or Shielded to Reflect Light Away From Adjoining Residential District and Away From Adjacent Roads, All Luminares Which Emit 3,000 or More Lumens Shall be Full Cut -Off Luminaires, \BUS \\ 0 @ SCREENING SHRUBS 0 �,�RKINC� \ \ NEW TREES EXISTING TREES \ \\ NELLIE STVENS HOLLY EASTERN WHITE PINE OSOUTHERN MAGNOLIA \ \ ILEX X "NELLIE R. PINUS STROBUS MAGNOLIA GRANDIFLORA \ STEVENS" 5' HT. 5' HT. 5' HT. DATUM ELEVATION CORRELATED TO Asi�HA�T AERIAL TOPOGRAPHY 1" = 2O' 1 WTN ICY 6SI'TE IDLAN GRAVEL G U05 Revisions # Date By 1 4/15/03 JJC 2 11/17/03 JJC 3 6/28/06 JJC 4 Comm. Date 3643 3/10/03 Drawn Checked JJC CONTRACTOMS TO VERA'Y ALL DIMENSIONS AT SITE AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES BEFORE PROCEEDING. A105 5 OF 5 n