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HomeMy WebLinkAboutARB201700033 Plan - Approved Minor Amendment 2017-06-26LEGEND EXIST NEW DESCRIPTION x 125 TC TOP OF CURB ELEVATION X 125 SPOT ELEVATION 1L iV'`1 x 125 TW TOP OF WALL ELEVATION I n `s,aw" x 125 Bw BOTTOM OF WALL ELEVATION BENCHMARK ::...:. STORM SEWER Ro ROOF DRAIN SEWER LINE ;,,f ...,..._... w WATER LINE n...._. _ o DOMESTIC LINE F FIRE LINE __.... __. P PURPLE LINE -_ -. WE OHE OVERHEAD ELECTRIC LINE UGT UNDERGROUND TELEPHONE LINE wwm' I DRAIN INLET (DI) k O STORM/SANITARY MANHOLE L PLUG ®v WATER VALVE & BOX .� FIRE HYDRANT 0 WATER METER XX STORM SEWER LABEL SANITARY SEWER LABEL XX REFERENCE LABEL LIGHT POLE -# UTILITY POLE PROPERTY LINE — - - — ADJACENT PROPERTY LINE VACATED PROPERTY LINE BUILDING SETBACK PARKING SETBACK SANITARY EASEMENT GRADING EASEMENT - - — — — DRAINAGE EASEMENT - - UTILITY EASEMENT _..... WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT TREE LINE x FENCE STREAM ;;ate 12 — INTERVAL CONTOUR } oo INDEX CONTOUR -,% CG-2 STANDARD 6" CURB vr; . CG-6 COMBINATION 6" CURB & GUTTER CONCRETE PAVEMENT / SIDEWALK RIPRAP GRASS EC-2 MATTING EC-3 MATTING WETLAND 10 10 PARKING COUNT CROSSWALK HANDICAP ACCESSIBLE AISLE ._ CG-12 y3'WS HANDICAP PARKING �:, NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. TMF 04500 00 00 0G6C I RIO D15TRICT, AL13EMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 100=1,000' IMAGE PROVIDED BY GOOGLE MAPS SHEET INDEX C I - COVED SHEET C2 - EXISTING CONDITIONS * DEMOLITION C3 - SITE PLAN C4 - 51TE PLAN C5 - GRADING * UTILITY PLAN CG - GRADING * UTILITY PLAN C7 - LANDSCAFE PLAN � DETAILS C8 - LANDSCAFE PLAN � DETAILS C9 - LIGHTING PLAN * DETAILS C 10 - SITE AND UTILITY DETAI L5 SIGNATURE BLOCK CURRENT DEVELOPMENT PLANNER CURRENT DEVELOPMENT ENGINEER ALBEMARLE COUNTY SERVICE AUTHORITY FIRE OFFICIAL ARCHITECTURAL REVIEW BOARD BUILDING OFFICIAL VIRGINIA DEPARTMENT OF TRANSPORTATION MINOR AMENDMENT ADJUSTMENT The applicant proposes to renovate the existing Better Living building supply site to accommodate the Malloy Ford automobile dealership, which will be relocating from its current Pantops location. The proposal includes vehicle display area along the Rt. 29 frontage, a renovated showroom building, a new service drop-off addition on the south side of the existing showroom, two vehicle storage areas - one at the middle of the site and one at the back, renovated service buildings behind the showroom, a body shop at the rear of the property, parking area for vehicles awaiting repair in the body shop, and an employee parking area. A shed located near the middle of the property and another structure located near the west end of the site would be removed from the site. SPECIAL USE PERMIT CONDITIONS SP-2016-11 for outdoor storage and display was approved on October 18, 2016 with the following conditions 1. Use of this site shall be in general accord with the concept plan "Conceptual Special Use Application Plan for Malloy Ford"last revised August 30, 2016 (the "Concept Plan"), (is determined by the Director of Planning and the Zoning Administrator. To be general accord with this plan, development and use of the site shall reflect the general size, arrangement and location of the vehicle display and storage areas. Permitted modifications may include the required by the ARB, those necessary to satisfy the conditions of this special use permit, and additional landscaping/screening approved by the Site Plan Agent. 2. Vehicles shall be displayed or stored only in areas indicated for display or storage on the Concept Plan. 3. Vehicles for display shall be parked in striped parking spaces. 4. Vehicles shall not be elevated anywhere outside of a building on site. 5. Final site plan approval is subject to ARB approval of the lighting plan (submitted with the site plan). Maximum height of new pole lights (including bases and fixtures), shall not exceed 20'. Maximum light levels shall not exceed 30 footcandles in the display lot and 20 footcandles in all other locations. Nonconforming pole lights shall be removed or fixtures shall be replaced with full cutoff fixtures to match other proposed fixtures. 6. Final site plan approval is subject to ARB approval of the landscape plan (submitted with the site plan). Landscaping shown on the plan may be required to be in excess of the minimum requirements of the ARB guidelines and `or the Zoning Ordinance to mitigate visual impacts of the proposed use, and shall include, but not be limited to , the following: a. Planting area along the Entrance Corridor frontage shall be increased, if necessary, to accommodate planting outside of easements. b. Large shade trees shall be evenly distributed at the interior of the display lot at a rate of 1 tree for every 10 spaces. c. Ground cover shall be provided continuously throughout the north, east, and south sides of the front display area. d. Shrubs provided at the perimeter of the display area shall be minimum of 30"-36" high at planting. e. Large shade trees spaced 40'on center shall be provided in new planting beds or islands along the south perimeter of the middle vehicle storage area as shown on the Concept Plan. SP-2016-18 for a body shop was approved on October 18, 2016 with the following conditions 1. Use of this site shall be in general accord with the concept plan "Conceptual Special Use Application Plan for Malloy Ford"last revised August 30, 2016, as determined by the Director of Planning and the Zoning Administrator. To be in general accord with this plan, development and use of the site shall reflect the general size, arrangement and location of the parking area for vehicles awaiting repair. Permitted modifications may include those required by the ARB, those necessary to satisfy the conditions of this special use permit, and additional landscaping/screening approved by the Site Plan Agent. 2. There shall be no storage of parts, materials or equipment except within an enclosed building. 3. No vehicle awaiting repair shall be located on any portion of the property so as to be visible from any public road or any residential property, and shall be limited to locations designated on the approved site plan. Landscape screening or other measures added to eliminate visibility shall be shown on a site plant and are subject to approval of the Director of Planning or his designee. AREA OF PROPOSED USE BY ZONING CLASS. USE Area Body 49,804 SF Repair 123,084 SF Sales 43,807 SF Total 216,695 SF OWNER / DEVELOPER Owner: Developer: B Properties LC Malloy Properties III PO Box 7627 PO Box 7627 Charlottesville, VA 22906 Charlottesville, VA 22906 ZONING TMP 45-68C1 HC - Highway Commercial EC - Entrance Corridor AIA - Airport Impact Area SS - Steep Slopes Overlay District SP201600011 for Outdoor Storage and Display (Approved 12/14/16) SP201600018 for Body Shop (Approved 12/14/16) SOURCE OF TITLE Tax Map 45, Parcel 68C1 PLAT DB 481-1 PG 576 MAGISTERIAL DISTRICT Rio BENCHMARK Datum for topography is NAVD88. Benchmark is existing onsite Sanitary Manhole near Rte. 29. SOURCE OF BOUNDARY & TOPO Source of Topography: Field topography by Roger W. Ray & Associates. Dated 12/12/2016. BUILDING HEIGHT Maximum: 65' Proposed: 20' 4" SETB^KS Front: Min. =10' Side & Reor_ Min. =None Max. =None EXISTING USE Building Material Supply PROPOSED USE Car Dealership, Outdoor Display, and Bodyshop LAND USE SCHEDULE EXISTING Area % Building 55,723 SF 32.2% Pavement 111,135 SF 64.2% Concrete 6,319 SF 3.6% Total Impervious 173,177 SF 79.9% Open Space 43,518 SF 20.1% Total= 216,695 SF (4.97 cc.) PROPOSED Area % Building 55,138 SF 25.4% Pavement 106,782 SF 49.3% Concrete 4,731 SF 2.2% Open space 50,044 SF 23.1% Total= 216,695 SF (4.97 cc.) Total Impervious Area = 166,651 SF (76.9%) WATERSHEDS This site lies within the South Fork Rivanna River Watershed, outside any Water Supply Protection Areas. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panels 51003CO278D & 51003CO279D), this site does not lie within a 100-yr floodplain. MECHANICAL EQUIPMENT Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. PARKING Required Parking: Sales - 1 space per 1,500 SF display area 11,735 SF display / 1,500 SF = 8 customer spaces Services - 1 employee space + 2 additional spaces per service stall 30 stalls: 30 employee spaces + 60 customer spaces = 90 spaces Body ShoP_ -- 1 employee space + 2 additional spaces per service stall 5 stalls: 5 employee spaces + 10 customer spaces = 15 spaces Loading Areas - 1 loading space per 8,000 SF +1 for each additional 20,000 SF 55,138 SF retail gross leasable area = 3 space Provided Parking: Sales - 8 customer spaces Services - 30 employee spaces + 60 customer spaces Body Shop - 8 employee spaces + 10 customer spaces Loading Area - 3 loading area spaces Total Parking Required = 116 Total Parking Provided = 119 TRIP GENERATION AM PM Use Description ITE Qty in out Total in out Total Automobile Sales 841 14,500SF 18 14 32 19 22 41 Automobile Services 942 37,800SF 60 47 107 65 68 133 Total 78 61 139 84 90 174 O '����LTI� O� L JUSTI4^7SHIMP i45 t 8 3 �SSIONAL ��� DRAINAGE � EASEMENT (D.B. 1448-276)� i / ri vi/ t; s NOTES REGARDING BODY SHOP USE a. All parts, materials and equipments shall be stored within an enclosed building. b. No vehicle awaiting repair shall be located on any portion of the site so as to be visible from any public street or any residential property, and shall be limited to locations designated on the approved site plan. c. All services shall be performed within an enclosed building. d. No buildings in which services are performed shall be located clloser than fifty (50) feet from any residential or agricultural district. Lij O , s �+r / 1p F i CONC D �v EA i H /if WALL / � �ji _ 1 1 =c. l t ra 1 / ' Ex. 8,042 SF Body Shop w/ 5 Stalls !3; " l ID SLOPE �P h f CONC n. DRAIN .. r ACCESS EASEMENT £ / (D.B. 1429-122) r; t F Ij / / 1 a M DI vehlcfe- 1-2 Park A°;. � R`epalA. ..,� n E C: c 4 .: ,,` . :. _- FENCE Ex. 2,344 SF Service Building CONC GUTTER \ Ex. 4,907 SF Service Building CONC UTTER Fri 0 z 00 v JUSAN HIMP > . 45183 20 0 20 40 60 Scale: 1 "=20' D. CONC GUTTER 4 SAN, J\rjO PAVED SAN,SA D I 7M14- -71 \`"'w�, � fit.°? �' ,a.,,a1.' � �y�t$. s¢''' /V/ \ =y�t LAT CONC CON < ry 0 CD s 20 0 20 40 60 Scale: 1 =20 P Al C, 71 .0 6, HV 46,$' 43 4�4-- 0 v TOM ;w LAT IV= SAN 0 1H Top=4 6 T�� 5 INV OU 461.36 14 i, II t II 1 VIRGINIA ELECTRIC AND POWER COMPANY EASEMENT (D.B. 307-409) LLJ M < 0-) < VED LLJ 17-- 1-- C) Z 1-) LLJ 0 --J 0 0 M M �3.3' 1 u� �:D < Lill u/ 0 Cn < > �s s I. I D 1: H i 0 I DI s O co Lij 0- Li Ln ~ < 0 Cn 0 :i 0 Z Cq ff W w Z Z w w 0- z 0 ��NLTIJ '40 , L 04 00� JUST16CHIMP > ,Aic1WT. 45185 D— LL 00� 0 LL z Lu z ui ui 0 z Date 04/10/17 Scale 1 "=20 Sheet No. C5 OF10 File No. 1 16.015 NOTE: NO GRADING OR UTILITY CHANGES PROPOSED ON THIS F-)nDTlnN1 OE TLIF QITF- 20 0 20 40 60 I%E%E%E%E m m I Scale: 1 "=20' V 67' ► JUST1woil IA& f-l:mp .45183 1qkwS-S101NfAL Existing hardwoo trees t remain/ DRAINAGE -� EASEMENT (D.B. 1448-276) Existing free line LANDSCAPE SCHEDULE Plant Planting Type Botanical Name Common Name Min, Coal./Height Quantity Canopy Total Canopy S mbol y SF + Large Shade Tree Acer rubrum October Glory'Large October Gplory Red Ma le 3.5" Cat. 7 510 3570 Shade Tree Acer x freemanii Jeffersred' Autumn Blaze Maple 2.5" Cal, 6 452 2712 Large Shade Tree Acer rubrum Armstrong' Armstrong Red Maple 2.5" Cal. 4 53 212 0— Large Shade Tree Quercus phellos Willow Oak 2.5" Cal. 18 419 7542 D Medium Shade Tree Carpinus betulus European Hornbeam 2.5" Cal. 2 177 354 Ornamental Tree Cornus florida 'Cherokee Princess' Cherokee Princess Dogwood 6-7' Ht. 4 124 496 Ornamental Tree Cercis reniformis 'Oklahoma' Oklahoma Redbud 6-7' Ht. 5 124 620 Evergreen Screening Tree Ilex x 'Nellie R. Nellie Stevens Holly 4'-5, Ht. 8 44 352 Stevens' Evergreen Screening Tree Juniperus virginiano 'Burkii Burk Eastern Redcedor 4'— 5Ht. 8 16 128 Evergreen Screening Tree Cryptomeria japonica 'Yoshino' Yoshino Cryptomeria 4'— 5Ht. 8 123 984 Evergreen Screening Tree Ilex x 'Magland' Red Hybrid Holly 4'-5' Ht. 8 16 128 Oakland Evergreen Screening Ilex cornuto 'Burfordii Chinese Holly 30-36" 28 57 1596 Shrub Nana' Evergreen Screening Rhododendron 'PJM Rhododendron 30-36" 33 0 0 Shrub Elite' Evergreen Screening Ilex glabra 'Densa' Densa Inkberry Holly 30-36" 44 0 0 a Evergreen Screening Distylium 'Vintage Isu Tree 30-36" 38 0 0 Shrub Jade' Ground Cover Liriope spicata Creeping Lilyturf 2'..5" or pint * Quantity as needed for 15-18" spaced triangular planting TOTAL CANOPY 18694 NOTE: CANOPY FROM 10 YR GROWTH • • 20 4 • •• v LANDSCAPING REQUIRED: Street Trees: Large Shade Trees (3.5" Cal.) — at 35' (O.C. 241' of Street Frontage = 7 Trees Flowering ornamental Tree interspersed Interior Roads: SP Condition 6e: — 40' O.C, as shown on Concept Plan Pedestrian Ways: Medium Trees (2.5" Cal.) — 25' O.C:, to align walkways Parking Area: Large Shade Trees (2.5" Cal.) — 40' O.C. to align perimeter 120' of Perimeter outside of frontage = 4 Trees Large Shade Trees (2.5" Cal.) — 1 per '10 display spaces 55 Display Spaces = 6 Trees Screening Shrubs (30-36") — as necessary to minimize appearance of parking Site Requirement: 10% canopy required. Site area 216,706 SF x 10% = 21,670 SF LANDSCAPING PROVIDED: Street Trees: 7 Large Shade Trees 5 Flowering Ornamental Trees Interior Roads: 4 Large Shade Trees provided as shown Pedestrian Ways: 2 Medium Shade Trees at pedestrian walk Parking Area: —3 Large Shade Trees and 4 Ornamental Trees provided where space and utility conflicts allow —6 Large Shade Trees interspersed in dlisplay spaces —Evergreen shrubs provided around parking lot Canopy: 18,694 SF + Existing 3,035 SF = 21,729 SF NOTES: 1. Contractor to apply mulch bedding around all proposed trees and shrubs. All other landscaped areas shall be sodded. 2. All site plantings of trees and shrubs shall be allowed to reach, and be maintained at, mature height; the topping of trees is prohibited. Shrubs and trees shall be pruned minimally and only to Support the overall health of the plant. 3. All landscaping and screening shall be maintained in a healthy condition by the current owner or property owners' association and replaced when necessary. Replacement material shall comply withi the approved landscape plan. SET TRUNK PLUMB PLANS FOR EXACT LAYOUT AND SPA TREE TIES, SEE S 1-112" SQ. OAK SET 180 DEGREES APART FINISHED GRADE APPLY 2" OF MUI PLANTING AND Wj THOROUGHLY 4" COMPACTED E. WATERING BERM EXISTING GRADE PLANTING PIT. SE FOR EXACT REQU PLANTING SOIL, A PLANTING SOIL Al REMOVE BURLAP STRING FROM TO[ OF ROOT BALL SEE , I TREE PLANTING DETAIL C8 Not To Scale 0 Ln SEE PLANS FOR EXACT LAYOUT, SPACE PLANTS AS SPECIFIED IN PLANT LIST OR AS SHOWN, ADJUST SPACING AS NECESSARY OR AS DIRECTED BY LANDSCAPE ARCHITECT. MULCH 2" DEEP IMMEDIATELY AFTER d PLANTING AND WATER ©o O THOROUGHLY.�� PLANTING PIT. PREPARED 501L FOR SHRUBS 1 /2 BALL y ; 501L SURFACE ROUGHENED TO BIND NEW SOIL ��" r : SET SHRUB PLUMB. TOP OF ROOTBALL SHALL NOT BE MORE THAN I" ABOVE FINISHED GRADE REMOVE BURLAP FROM TOP 1 /3 OF ROOTBALL 3" TALL WATERING BERM 2 SHRUB PLANTING DETAIL C8 Not To Scale FINISHED GRADE i4j3"A b zo)n" Specifications 0.7 ft2 EPA: iiLOi'nr'J 23-1/2" Length: j SAl;rr) 18-112" Width: r-;a.ss�l 5-7/8 Height: rrasr�-} Weight 37lbs (max): CSX1 LED LED Area Luminaire oll ,. NIGNffIME FRIBaD[Y �RP;.as LL=H —i— L Catalog Number am -x Capable 1.umftialre This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTLO �= - controls marked by a shaded baokrounc;. DTL DLL I H equipped luminaires meet the A+ specification for luminaire to photocontrol interopertability1 �Wi • This luminaire is part of an.A+ Certified solution for ROAM"2 or XPointTM Wireless control networks; providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded backgtourl' To learn more aboutA+, visit wwmacLlitubrands.com/aphis. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Ls`rik to Roam; Link to I_?TL DLL � a 1, Hxy EXAMPLE: CSX1 LED 60C 1000 40K T3M MVOLT SPA DDBXD (SK1 tED: 40C CSXI LED 60C 60 700 700m1 40K 4000K T210 Type III MOLT' LEDs 1000 1000 mA 50K 5000 K T3M Type 01 120' i A) T4M type IV 208' TSM Type V 2401 TFTM Fdruvdrd 2771 throw 347 480 Shipped included SPA Square pole mounting RPA Round pole. mounting UVBA ,tall bracket Shipped Separately' SPUMBA �quarepole .riveisal mounting adaptor' RPUMBA Pak pole uliiveral mounting adaptor' KMA8 DDBXD U Mas;arn mourn n, bracketadoptor (spe"Aynni5h)' One Lid'iunia shay • Ccnyers. Gecrgia 30012 • Phone; 800.279.8041 fA O, CD 2012_2017 Acuity Brands Ligh_ing, Inc. All nahts reserved. Shipped installed PER 1dErvi��ty}tlstlgckieteatacleoniy(lo rrt,sl DCR Drmmaoearid controllableVaROAW(ro colltrgls) s DMG 0-10V dir m r g dri✓cr y`rrxgnilul3) HS House -side shield 2 SF Single fuse (120, 277 347`,,'i DF Doublefuse (2.03;2 0 4$0))' DS Dual switc'iing "5 BL30 Bi-ludswiidwddimming,irominal30olal'a BL50 Bi-level switched dimrning,romnal50% Shipped separately' VG vandal guard BS Biro-deterrart spikes DDBXD Dark bronze DBLXD Nck DNAXD Natural aluruium DWHXD b"Jnite DDBTXD femired darn bronze DBLBXD Textured Back DNATXD eatur"ed 'laturel alurnitium DWHGXD Textured tn,hite light fixture isting pole Schedule Lumens Per Light Loss SymbolNumber Label Quantity Manufacturer Catalog Number Description Lamp Lamps Filename Lamp Factor Wattage 1 Lithonia CSX1 LED 60C CONTOUR SERIES LED LED 1 CSX1_LED_60C_1000_40K T4M.ies 18657 1 418 El Lighting 1000 40K T4M AREA LUMINAIRE WITH C� A 60 4000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE IV LENS 3 Lithonia CSX1 LED 60C CONTOUR SERIES LED LED 1 CSX1_LED_60C_1000_40K_T4M.ies 18657 1 627 Lighting 1000 40K T4M AREA LUMINAIRE WITH B 60 4000K LEDS OPERATED AT 1000mA ® AND PRECISION MOLDED ACRYLIC TYPE IV LENS 2 Lithonia CSX1 LED 60C CONTOUR SERIES LED LED 1 CSX1_LED_60C_700_40K_TFTM_HS.ies 11126 1 134 Lighting 700 40K TFTM AREA LUMINAIRE WITH ❑ HIS 60 4000K LEDS OPERATED AT 700mA 13 C AND PRECISION MOLDED ACRYLIC FORWARD THROW LENS WITH HOUSE SIDE SHIELD ❑ 4 Lithonia Lighting CSX1 LED 60C 1000 40K T3M CONTOUR SERIES LED AREA LUMINAIRE WITH LED 1 iCSX1_LED_60C_1000_40K_T3M.ies 22277 1 209 o ® 60 4000K LEDS OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE III LENS 12 Lithonia CSX1 LED 60C CONTOUR SERIES LED LED 1 CSX1_LED_60C_1000_40K_T5M.ies 22329 1 418 Lighting 1000 40K T5M AREA LUMINAIRE WITH E 60 4000K LEDS o OPERATED AT 1000mA AND PRECISION MOLDED ACRYLIC TYPE V LENS LIGHTING NOTES: 1. Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be a full cutoff luminaire and shall be arranged or shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one—half foot—candle. 2. All new pole mounted luminaires shall be mounted at a max height 20' above the finished grade with the total height including the concrete base. 3. No fixture to be installed shall be aimed or positioned in an irregular manner. All lighting shall be directed straight down. 4. New fixtures C-1 and C-2 shall be installed on the existing light poles as shown. All other fixtures shown are to be installed on new poles. 5. Light intensity shall not exceed 30 footcandles within the display area and shall not exceed 20 footcandles everywhere else. 6. All new fixtures to have Dark Bronze finish. Statistics Description Symbol ,Avg Max Min Max/Min Avg/Min R;T 29 ROW + 0.3 fc 0.5 fc 0.2 fc 3.0:1 1.5:1 SJTE AREA + 4.5 fc 27.5 fc 0.0 fc N/A N/A V_ NLTIJ O L ,off Q� JUSTJOSCHIMP > Ic'.VS. 45183 � IONaL 0 � O FINISHED GRADE IT11 Fi=T1 TIT - - fTTl IITI7 EfT1 T1TI=� I 1=T1 PLACE 5' GALVANIZED " WITNESS " POST WITH 0 z GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL N Ir CAPPED ENDS PAINTED BLUE IN REMOTE AREAS N W i ° TRENCH a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT ¢ TO HIGHWAY DEPARTMENT APPROVAL. ¢ W ^ Z w Z REDUCER Z " FINISHED GRADE W 824" IN g INITIAL BACKFILL 8" MIN 8 , e W Q 3000 PSI CONC, BASE MIN MIN. MIN. MIN. �, x= 6" BEDDING zt STONE ~. a rs ,•' a ' o 0 rm: - #68 +-2500 P.S.I. CONCRETE THRUST BLOCK ��•,, BENCH SLOPED TO FLOW CHANNEL 1/4" : 1' MIN * STABLE SOIL ROCK -- - - - - - - -- _f-- UNDISTURBED SOIL g 18" MIN. i ADJUSTABLE VALVE BOX W% LID "`w j'�IP * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL z D D © p ' STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND PROFILE VIEW c - THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. N 0 BRANCH ..,-_-- ¢ ° _- aQ 4" - 3,000 PSI CONCRETE N 12" -� R `!�- ! �� FOUNDATION IN POOR SOIL UNDER -CUT CONDITION , .Q a. 4" - VDOT BASESTONE Q --- #21A 0n0n0n0nononon00 UNDISTURBED SOIL -EDGE °. 24' MIN. M.J. GATE VALVE �! 2 - - - OF TRENCH- - s LLI i� COMPACTED SUBGRADE 4'MI INITIAL BACKFILL 4'MI UNSTABLE 8" 8" 8" a°' a REDUCER a 8„ rvlN. I.TO ----- -IIII i IIIII i ii I CBR=10 '`'+ z W BE FIELD VERIFIED a SOIL _ MIN. MIN. _ MIN MIN. _ _ #68 STONE GRANULAR FILL AS -` l ° .. a F IN NOTE: WITHFLEXSTAINLESS TAINLE OLESS CSTaEL ALL CONNECTIONS TO == ' = APPROVED BY ACSA ;: ;: - ;;,-. : L,.a STABLE SOIL OR ROCIC� STABLE SOIL OR ROCK :. as _ 2500 P.S.I. CONCRETE THRUST BLOCK n N' WATER LINE ,a II ! TYP CAL SIDEWALK SECTION W [,� O "�1 BAND EXISTING MANHOLES SHALL ° _-- C1 Not To Scale F BE CORED AND A FLEXIBLE w _j CONNECTION " BOOT " NOTE ---------- --- ---a t----- ----- --- UNDISTURBED SOIL - EDGE OF TRENCH ° ° 24' MIN. 250o P.s.I. CONCRETE d 2'x 2' BEARING AREA. INSTALLED 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. - THRUST BLOCK a 0 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED NOTES: PLAN VIEW • NOT TO SCALE Q 2" OF SM-9.5A SUPERPAVE ABOVE THE INITIAL BACKFILL. . NO CONCRETE SHALL BE POURED ON ANY PART OF THE MECHANICAL JOINT. USE b a 4 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. PLASTIC SHEETING AS PROTECTION FOR BOLTS. ° ° �LTH 0 TYPICAL MANHOLE PEAK 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED 3' MINIMUM HORIZONTAL PENETRATION INTO UNDISTURBED SOIL ON BOTH SIDES OF OR AS BY a O� IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. . 3RENCH, ETRATIOIIN INTOAUNDISTURBED SOIL, OR AS APPROVED BY THE MIN MUM VERTICAL PEND ACSA, O0O0On <-) C) n C) 6" - VDOT #21A BASESTONE SHOWING BRANCH TIE - IN • CERTIFICATION OF 95% COMPACTIC)N REQUIRED IN TRENCH. • THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO VERIFY THE TYPE AND SIZE OF NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. I 7�-- COMPACTED SUBGRADE C7 III -III III III III CBR=10 U JUST �HIMP > NTs DUCTILE IRON WATER ALL THRUST BLOCKS. TYPICAL REDUCER THRUST BLOCK TYPICAL GATE VALVE . TO BE FIELD VERIFIED ic. 45183 PIPE INSTALLATION & BEDDING NTs(_�2F`arking w� FIG. S-I-B FIG. W-5 Area Pavement Section `�,SSIINAU FIG.TW-2 FIG. V11 TD-27 TD-2 TD-7 TD-9 C1 Not To Scale 44" MIN. 60" 36" I__ 17.5" - ►� NOTES: 1. PROVIDE A 5" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8"'. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER NTS FIG. W-7B ID-15 D z ,Vie. XIST`,NG OR , RcrRDSED >I r,valc EF; war� ,s E,XRAnN I€N r:II+T RACK 017 SIDEWALK � s.k:"�rftS4vh J•^W'#'d3--,,. -p ACE nF L R r - I I PLAN VIEW A. I _ F , ` L°VAMIET'R !4I' 1§5t S" E WEE FRONT ELEVATION c41-2h 41.2E.- �LM-�., tARq A 77. T 1 1--­1 FLF7•#1 ;o BARS A?.f.IT u �. l.2rkg X y2 A'A E 8 LONG - Q;AL4'. IY OAR5k A-1' C-B Pv 4 Se D. BANS B BAR5 METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 3'1' 5'0' 319' 2' 3'1' 5'0' 3'8' 3' 5' MIN. 10' MIN, 4' 5' MIN. 12' MIN. GREATER THAN 4" PROPOSALS WILL BE SUBMITTED. DOOR HINGES I- -- ---- -----� I I I I I I I I I I I I I LIFT HANDLE I- - - - - - - - - - - - - - IIi - wr_�c�a 1< �l sDIFaT;i BARS A E lt7 " t-C. SECTION 8-8 COLLAR - ---- N I...._... ........ ........ ns I �I°X2 2'lz x'J 4" apP ra V, SI.. 'PE D' RI � if r suR. �,+:c CapV, MCEX12 i SECTION D-D --�rp�� 6' n.l l B,..I. AV -Yrfixl WLLO ALL , 4F V2" X, 4` STUD SHEAR SECTION CRC ccNr&r rraa to rl DECREASE TO V 'WREN ftcr is USED SECTION E-E W11K MEDIANS. A' FED GUTTER APPROADIGUTTER NOTE 8 S A TYPICAL METER VAULT [... .eR " I __.. r USE ON caa xa" STe}D L . J' C-G 5 A.,n WE 0s G;. . , I� BARS F' .,, j . { ., <s tTO - a t T1tPE A s R a TYPE 8 I 0- SEE NOTE u` NOSE DETAIL5 ;YPE A Ta05F YF-741L. 54A{,1, Fsc US�Q NiTH CG^7 5fit3!':E+RRCi, i'YK B NOS DciA' SHALL SE USED WITH CG-6 STANDARD, '. FQR USE; FIN sus, SECTION A_A GAI,VA.NIZED ifLATE FGR rYPF A =0 0E BE ON AN ANGLE Qr c�°3e NNID Is Ta ?E aN 1tPRU W':TH'/"X4" sTV0 CONNECTORS ifi FLA1� AT 2'C 4?OTH �iL)ES 10 -E SY MEIRICAL FOR STEP I)ETr4LG GEE STD,ST.-1,. SHEAR �E CEq F�Nf STANDARD CURB DROP INLET SRE7EREN E i3.y' ERENS"E RfJ Ai] AIti� H IEat3c STANDARDS- 12" _ 4" PIPE- MAXIMUM DEPTH (H) _ 9` 2 a �E ' c€ a, FV{slcN FAT 302 VaRQJ''A B€P4 TMa:Ikx OF TIa" N51-':=?"tTAttGtl.£ N,T•S, FIG, W-7A TD-14 SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH �4,�,f 2„ R 7 7 4 7 p ,A � SEE MOTE 4 •••A •-a'_•,�.I 4" 2" RADIUS SURFS MAX. o% . p BASE A• n• Cl IGR, SURFACE BASE SUBBASE NOTES: 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. CURB HAVING A RADIUS OF 300 FEET. OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB, 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" �t15ORDER DEPTH)OR INCREASED BOTTOM OF CURB ILLUCH AS 3" COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG-2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CG-6 AS SHOyyyyN ! APPENDIX A OF THE VDOT ROAD tiESIG� MANUAL, SKCFlcam RffUdICE STANDARD fi" CURB 5©2 VIRGINIA 'DEPARTMENT OF TRANSPORTATION REV. 9lO6 201.01 ,I Si xxx y f j� To be mounted below accessibility parking sign TREATED WOOD GATFS FIDIISH TO MATCH BLDGS E1 ELEVATIOFI DUMPSTEP- EFICLOSURE NOT TO SCALE BRICY. � I DUIv1PSTEF, I I `- DUMFSTER PAD 5FF DETAIL 3/C DUMPSTEF�_ PAD PLAFd 4x 4 STEEL COLUMN GENERAL WATER & SEWER CONDITIONS 1. 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 THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3, ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 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, (:RLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, OVER THE CENT ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9, WATER METER SIZES SHALL BE DETERMINED BY THE ACSA BASED ON FIXTURE COUNT PRIOR TO ISSUANCE OF A BUILDING PERMIT. NOTE: 1. ALL PUBLIC WATER AND SEWER FACILITIES SHALL BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. =1111111 485 480 475 470 465 460 455 � , I 10+00 10+50 STORM SEWER PROFILE SCALE: HORIZ: 1 "=30' VERT: 1 "=10 490 485 480 475 470 465 460 455 11 + 040 0 � it z 0 L. LL W W LU 71� i Uj Uj z Date 04/10/17 Scale N/A Sheet No. C10 OF10 File No. 16.015 ARB First Floor - Existing & Demo 1" = 20'-0" - visibility of all mechanic+al equipment from the Entrance corridor shall be eliminated. -No wall -mounted lights proposed. -Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be full a cutoff luminalre and shall be arranged shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto publlic roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. 4 I; :.:....... 2 LI _I I Ali III 3 DEMO ALL DEN if 3 _ INTERIORS. EXISl�,11-1GSHELL TO REMAIN .._. LL J 41 ..... .......................... .......� F, B NEWBRICK 2 O Z o fi ------------ m; O Z X w! Z O; w U <L LU w Z ------------- 5 --------------- —_---- -- ----- - ---- --------- PRELIMINARY I j NOT FOR CONSTRUCTION I I I I project: Malloy Ford i 2070 Seminole Trail, Charlottesville VA i I for: 1 ARB Review I I f job number: 16019 l s drawing: FLOOR PLAINS revisions: I 3 I 1 3 drawn by: checked by: Author Checker copyright: 0 2017 brwarchitects, P.C. approval date S RH yy a¢q .ygau C charlot te,,vlfle vifginia 22902 tax 434.97 1 ,7166 phone 434,971.7160 6/12/17 seal sheet ARB I a C? 0 C14 E Q) E E U 01 0 10 0 U 14 Visibility of all mechanical equipment from the Entrance Corridor t. ... .............. shall be eliminated. . ............ .......... -No wall -mounted lights proposed. ................ -Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be full a cutoff luminaire and shall be ....................... . . . ............................................................... 11 ........... ................................ .. ..... .... .... .............. ......................... ................... . arranged shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or ........ . . . . . . .. ............... ................ rural areas zoning districts shall not exceed one half footcandle. 3 ARB 3 Pill ............ ..... ................... ...... .. ............. M. .................................................... .......... ........ - -------- — ---- -- Milli E .......... ........ .......... ............... .................. ........... ............ ... ..... ... .......... ...................... ........... ............ . . ............... .......... ............................ ...................... ............. 15 ............... ........................ ............ ............... . . .. ......................... 3 ARB �3 F-T . . ........... ..............y. ................. ............ ........... ... ........ ............ ..... ....... . . ..... ............ .. ..... . ..... ....................... .. . ................... ............. ............. .............. ......... ....... . ..... . ..................... .. .......... .................... ................ ..................... 6'- 6" 14 0" 14 U 48'- 0" .................................... .......... ......................... .......................................... ............... NEW BRICK ON (EX) STRUCTURE First Floor of -b-11 rya project: Malloy Ford 2070 Seminole Trail, Charlottesville VA for: ARB Review job number: 16019 drawing: ENLARGED PLAN & FRONT ELEVATION revisions: drawn by: checked by:. Author Checker copyright: (0 2017 brwarchitects, P.C. ---- - -------------------------------------------- - — - --- - -------------------- --- - - --- - ------------------------------------ approval date 6/12/17 sheet AR METAL CLADDING: 7.2 RIBBED METAL COLORWELD 500 SLATE GREY BY ALCOA WING WALL BEYOND: BRICK: r— -•• ------ NEW PARAPET CsE�t §hi/t(_E Il - 4„ ENTRY ELEMENT BEYOND -STONE PANELING BY CIOT - COLOR: PIEFRA SERENA STOREFRONT - TYP: (GLAZING PER COUNTY STANDARDS, VLT NOT TO DROP BELOW 40% AND VLR NOT TO EXCEED 30%) - Building Elevation - Looking South 1 /8" = V-0" CGI I JJ \J \ 1 r�--- LOt AI)Ql�,OF MFCHANICAL \� a�E PC AN., ;. C co h 0 EXTERIOR PAINT AT EXISTING STRUCTURE. COLOR - BY PPG/GLIDDON 1,_/d V« GrU�{ 1 \ i A\N`O15 ME HAN61 \ \ E \. \ i SEE PLAN'ti \ , fj } \ v I I NEW ADDITION: BRICK -' Y — - -- — NEW SIDING ON EXISTING G*WE- �E STRUCTURE: Grt b, �11,1 CIQ� BRfCE YG'lgrz U (-`L . i &r i �er� General Notes: - Visibility of all mechanical equipment from the Entrance corridor shall be eliminated. -No wall -mounted lights proposed. -Each outdoor luminaire equipped with a lamp that emits 3,000 or more initial lumens shall be full a cutoff luminaire and shall be arranged shielded to reflect light away from adjoining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or rural areas zoning districts shall not exceed one half footcandle. --I - -------- -- I T ------------ I I�T—�I - First Floor 0" - 0" METAL CLADDING: 7,2 RIBBED METAL COLORWELD 500 SLATE GREY BY ALCOA STONE PANELING BY CIOT - COLOR: PIETRA SERENA First Floor 0) — per V � STOREFRONT - TYP: (GLAZING PER COUNTY STANDARDS. VLT NOT TO DROP BELOW 40% AND VLR NOT TO EXCEED 30%) METAL PANEL CLADDING: 4SMX METALLIC SILVER BY ALPOLIC (48" X 96") project: Malloy Ford 2070 Seminole Trail, Charlottesville VA for: ARB Review job number: drawing: ELEVATIONS & SITE SECTION revisions: drawn by: checked by: Author Checker copyright: Cc 2017 brwarchitects, P.C. approval fat>Vo vet /z, f-. date sheet 6/12/17