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Home My WebLink AboutSDP200300027 Plan - Approved Stormwater Management Plan 2004-04-19U) 'TAURANT T P-TnnP RED" TM V, PARCEL I OA DD �9'64i a] WN inTUN I I SATE DATA LEGAL REFERENCE: TM 78 PARCEL 10A SOURCE OF TITLE FOR PARCEL 1OA: DB 1964 PAGE 184 OWNER: VASSALOS, LLC 1420 RICHMOND ROAD CHARLOTTESVILLE, VA 22911 ZONING: HC - HIGHWAY COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS. USGS DATUIvA BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV = 497.20 BUIDLING SETBACKS: 30' FROM PUBLIC R/W 50' FROM RESIDENTIAL DISTRICTS PARKING SETBACKS: 10' FROM PUBLIC R/W 20' FROM RESIDENTIAL DISTRICTS UNDISTURBED BUFFER: 20' ALONG BOUNDARY WITH RESIDENTIAL DISTRICTS MAXIMUM BUILDING HEIGHT: 20' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE CURRENT USE: RESTUARANT PROPOSED USE. RES TUARANT PARKING SCHEDULE: PARKING SPACES REQUIRED: 13 SPACES PER 1,000 SF 4,850 SE/1000 SE * 13 = 63 SPACES PARKING SPACES PROVIDED: EXISTING SPACES = 20 (INCLUDES 2 HANDICAP SPACES) NEW SPACES = 43 TOTAL = 63 SPACES LOADING SPACES REQUIRED: 0 LAND USE SCHEDULE: PRE -DEVELOPMENT BUILDING: 2,600 SE PAVED: 16,174 SE PERVIOUS: 46,563 SF TOTAL: 65,337 SE POST -DEVELOPMENT 4.0 4,850 SF 7.4 24.8 25,610 SE 39.2 71.2 34,877 SF 53.4 100 65,337 SE 100 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 1, THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP-2002-066. THE PURPOSE OF THIS MAJOR AMENDMENT IS FOR AN ADDITION TO THE EXISTING BUILDING AND ASSOCIATED PARKING. 2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY. 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 12. 4. THE EXISTING SIGN SHALL REMAIN. 5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE, 6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 7. TRASH REMOVAL: NEW DUMPSTER. 8, EXISTING LANDSCAPING CONSISTS OF DECIDUOUS WOODED AND GRASSED AREAS. 9. THE RESTUARANT USE SHALL OCCUPY 1.0 ACRES. 10. THE MAXIMUM IMPERVIOUS AREA WILL BE 30,460 SF SCALE: 1 " = 1000' SITE s A9 010 ?so \-64 &� � � AN IN 11 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 ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS 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. 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 OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. III �� I I -flu I NjT w(aps Lim 1. PRIOR TO COMMENCEMENT OF 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 (V.D.O,T.). 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 V.D.O.T,, 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 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 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 ENGINEEPING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE 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). 1 of 3 COVER SHEET 2 of 3 SITE PLAN 3 of 3 DETAILS Benchmark 500 Existing Elevation/Contour --W/E-- Existing Waterline x [500] Proposed Elevation --0/E-- Overhead Electric 500 Proposed Contour If' Power Pole Slopes Greater Than 25% Exist Light Pole 9 .-� Prop. Light Pole New Concrete Sidewalk MH Manhole C/O Clean -out IL Existing Concrete Sidewalk 7 APPROVALS PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT/FIRE OFFICIAL AE SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION BOARD OF ARCHITECTURAL REVIEW FIRE OFFICIAL jAlbemarle County Engineering & Public Works Signature �C�e LTH oF�/ 0! TIMOTHY R. MILLER CERTIFICATE No. 30542 , o�FSS/oNAL Revisions: I NO. I DESCRIPTION I DATE 6 1 Rev Lighting 11102.03 7 1 SPIN Comments 103.02.04 E:3 6 co I 00 I� � o N � O z O z U � .o CD T m � U ram, o U W 3� N O O C6 N V) Q o � 6 o, o 6 0 0 0 e� W � � v W � W 6 ct �� No: TM 78 Parcel 9 18.829 Acs Albemarle Hotel LLC DB 1911-359, DB 1965-32 Zoned; HC—EC Use: Vacant o. Iroperty Line) BENCHMARKS! ELEV=497.2 ; .......................................... .... ............. ...... ..... .................................. These improvements shall be submitted as a REVISED ENTRANCE DETAIL Minor Sitelplan Amendment when the Building Foot Tint .......... - SCALE 1" = 20' 1 ............... - ............. 11.1 .............................. entrance is relocated onto Parcel 10. KkE: I" � 20' ........... .1 CIIj Free Bridge Auto Sales CD Cd Q6 DB 1965-32 7nnorl, WON, .............. ............................................. 485 ........... .................... ................................................................. .................................................. ......... 480 .......... L-,J Cn ............... ....................... ............... I ....................................... ......................................................... .................... .......... 475 ............................. 470 .................................................................................. ................................ .......... 0+00 ........................... ELEV ................................................ ........................ :: ............ I (-2-STORM PROFIL.E.A.,... SCALE: I" W' Horz 1" = 10' Vert 2:1 Side Slopes (M D i r, o T., \^� BI0—FILTER, DETAIL for SWNI FACILITY ............................................. NOT TO SCALE TREE PLANTING SCHEDULE TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS Prunus Incisa x Companulata T-1 2 1 /2" — 1 99 sf 99 sf "Okame" Flowering Cherry T-2 C. kentukeo (lutea) & cvs 3 1 /2 2 289 sf 578 sf Okome Flowering Cherry T-3 Crataegus Phoenopyrum 2 1 /2" — 6 201 sf 1,206 sf Washington Hawthorn Betula Nigra "Heritage" T-4 6'-8' — 5 137 sf 685 sf River Heritage Birch Ilex x Attenuota 'Fosteri' T-5 — 6'-7' 6 16 sf 96 sf Foster Holly T-6 Conitus Coggygria & cvs. — 5'-6' 1 163 sf 163 sf Royal Purple Smoketree T-7 Styrox japonica — 6'-7' 1 94 sf 94 sf Japanese Snowbell Quercus polustris T—g 2 1 /2" — 5 137 sr` 685 sf Pin Oak Amelanchier Conadensis T—g — 6'-7' 7 130 sf 910 sf Shadblow Serviceberry Total Canopy 4,516 sf LANDSCAPE REQUIREMENTS SHRUB PLANTING SCHEDULE STREET TREES: REQUIRED: 150 LF/50 LF = 3 TREES TREE BOTANICAL & MINIMUM HEIGHT@ QUANTITY KEY COMMON NAME CALIPER PLANTING PLANTED PROVIDED: 3 TREES INTERIOR TREES: Sarcococco Hookerana v. humilis S 1 „ 24 10 CANOPY REQUIRED: 0,05*55,337 SF=3,257 SF Dwarf Himalayan Sweet Box QUANTITY REQUIRED: 1 TREE PER 1 0 SPACES Skimmia Japonica 63/10 = 6.3 TREES S-2 Japanese Skimmia — 24" 25 CANOPY PROVIDED: 3,839 SF _ .......... ........ QUANTITY PROVIDED: 31 TREES Rhododendron x 'Coral Bells' S-3 Azaleas, Evergreen — 24 7 TOTAL CANOPY: _. _... _...._ ._........ REQUIRED: 0.10 65,337 SF = 6,534 SF Rhododendron x 'Chioniodes' PROVIDED: 4,516 SF S-4 Azaleas, Evergreen — 24 7 EXISTING CANOPY TO REMAIN: 4,100 SF TOTAL CANOPY = 8,616 SF Rhododendron x 'Bob's Blue' S-5 — 24" 7 Azaleas, Evergreen ...... Calyconthus floridus LANDSCAPING NOTES: S-6 — 24" 25 1, S-1 & S-2 shrubs shall be planted three feet Carolina Allspice on center. Clethra alnifolia & cvs. 24" 31 S-7 — Summersweet Clethra 1310-FILTER LANDSCAPING SPECIES Barberry (2) Japanese Barberry (3) 0 Sweet Pepperbush (3) Bio—filter shall be stabilized per note #4, And shall be planted with all three (3) species. A f 8 I t h II b d Typ 1t I I st r Roadway Series Catalog No. Holirizontal Lamp Cutoff Luminallro APPLICATIONS Hulldirt L rat r- Farka. Recrel-iinn 411 Pa n Area.1:. Fl? Ji%4_i5' 00dor Y EktleS rtrda, `,pI. Courts, Ojldc_:r Ai&,,j i. CONSTRUCTION Fre7IiRior die-ca t AI_n*1Lry% hoLisin , kDrs dens Tully tigasketecl ie czw ahllr nu ri Iers ira,Te. arinlructicn and yasketing I_ a Itit Ju i, r _aislure, and bush entry. = Tcoill ei Ir,,j h i o I au :ina'larT p r_:harrLer via says AHr s tramp latch. • Cerru rior r ant Chu a.plIx II o•rar2b p dyeeler p(mi ler sated iiriul I, o pti+cr_,l de!�igner finishes o7rreall able. Sr�_- p_Jc _281 in the E<ceLire c:utalog- ELECTRICAL • Por:el-nirj .pr!;�g-lcadel 46=:'1' pules rate:l socket-rn:oaul h,t:;e • High Pm Er Fi lcr CCUA. Lalll • _lech 'al rcrr,ponent mounted nj hirgecl I-d ast .ray, • Etarti Ig la-rpr:rzture: LXiHFS,)-40F; .9u'I MA(h'i OPTICS • rune pile, e h drrfGtwo-I aar,ucized JILIMULli .. refll • Tvpe IV rellectcrr incorrsmates „egmerte'd Irseri:s. • 400'a,N N44 Type II ca-r_I IV optics req.jire re[IrI cuter jacke'P-d lal I;pr;. MOUNTING • Factory installed elie-cos*. AL IIrL.frn r1.n-n. • Arrt, v.,rnl iris integral airing plic,e drat i riot wile a_'ces�. I<ey dot deign p.r rvi "F, ui,., pa scan nr tAItf.iui r • Hands-tree',,slrir. WARRANTY/ LIST I NOS • UL 157,2 lisl J (ar r<<et lo: aticnl_3. • Puhishecl [Ne ?-gar lin-ded tvar anty. . ORDERING GUILE EXAMPLE \\:: No \ \\\\\\ \\\\\\\ p.7� 75=1'S9:. E'E.T.'EG22? 17 _17z:;PCTIED Ic A6�1C'nd�EG:i ET25� 2 1lbm: inJ:'EGlET^3.6) 4fP=4,':C1i ECUE ii 2j 2 2 LIGHTING PLAN sir -Ilmu. r1"� .n'•. m; . - ... I T 14 ., f,74."mn,; I € I 150to4MVdattWA) Metal Halide 100 to 4WWltat€ (Il ll Pressure Sadum L rnrlip 4 1:r mm f {ff.2 Jmrni -q;ste I tgN %ZV \. �\ 3\\\ \\SSA ORE, \a .__. _....\..C...v...... 2-�'-S 5-=4C 4n277 S-4ED Excel —line Luminaire Schedule Project; TIP TOP RESTAURANT Symbol Qty Label Arrangement Lumens LLF Description — :_ 2 B SINGLE 11700 1.000 SMR173MA 3 BS SINGLE 11700 1.000 SMR173MA — SMRGS ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE ALL PHOT❑METRICS SHOWN AS MAXIMUM FOOT—CANDLES ExceLine Numeric Summary Project; TIP TOP RESTAURANT Label Ca(cType Units Avg Max Min Avg/Min Max/Min Parking Lot FC at Grad Illuminance Fc 0.89 12.4 0.0 0.00 0,00 FC Beyond Prop Line Illuminance Fc 0,00 0:3 9.0 0.00 0.00 minlrnum o p an s e a e use_.............................................................._.....__........... 3 of 3 SCALE: 1" — 3.0' ALL VALUES SHOWN ARE H❑RIZ❑NTAL INITIAL F❑OTCANDLES AT GRADE FIXTURE DISTRIBUTI❑N TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY I�t �1 ry co n d �C-D UCERTIFICATE ER�'\�� Revisions: NO. DESCRIPTION FDATE 4 1 ENGR Cornments110.17.03 7 1 SPIN Comments I 03.02.04 8 1 SPIN Comments 104.02.04 T m m -o v U Use M tel vement 12. Poplar Exist tehe Rmoveda to Property Line) n r r n n r n O 5I 001