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Home My WebLink AboutSDP200800027 Plan - Other (not approved) 2008-07-02MINOR AMENDMENT TO SITE DEVELOPMENT PLANS FOR GENERAL WATER & SEWER CONDITIONS J Ui 2mm TIP -TOP RESTAURANT 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 CL a 7 1V1cA CAS 2. THE LO1CATION 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. 0 0 a 4h, s 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. C Ns cb,, EFL A l a /_ ; qyti{Q 4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. 0 Q PZ C(Aj Z`te- V08 -2,D% TM 78 PARCEL 10A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING'jWSS UTILITY" (1 -800- 552 - 7001). Q t 111C 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. a a y DB 1964 PAGE 184 7 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. A un! 7(L¢ rIa P` S S I d P va*6a RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA a NLTH 0 Timothy Ray Miller SITE DATA GENENOTESALBEMARLECOUNTYENGINEERINGGENERALCONSTRUCTIONNOTES Lic. No. 30542 eSS /ONALLEGALREFERENCE: TM 78 PARCEL IOA I. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY, BRING ANY DISCREPANCIES TO THE PRIOR TTJ 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 TRANSPORTATIONATTENTIONOFTHEENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS (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. Revisions:SOURCE OF TITLE FOR PARCEL 10A: DB 1964 PAGE 184 110 PF,TRIPT10N DATE2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES 2. ALL PAIMNG, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF V.D.O.T., UNLESS OTHERWISE NOTED. 1 COUNTY CMNTS 05 02 08 OWNER: VASSALOS, LLC COUNTY CMNTS 06 1a oe3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN 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. 3 COUNTY CMNTS 07 21 081420RICHMONDROADRESIDENTIALORRURALAREASZONINGDISTRICTSSHALLNOTEXCEEDONE -HALF (112) FOOT CANDLE. 4 COUNTY CMNTS 08 15 08 CHARLOTTESVILLE VA 22911 4. ALL SLCOPES 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 5 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE ACHIEVED. ZONING: A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING 3 HC - HIGHWAY COMMERCIAL 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 ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE N EC - ENTRANCE CORRIDOR OVERLAY DISTRICT A DRAINAGE CHANNEL.a 6. ALL TRIAfFIC CONTROL SIGNS SHALL`CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. o W MAGISTERIAL DISTRICT: RIVANNA 7. UNLESSS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. °° o SOURCE OF BOUNDARY SURVEY: 8. ALL EBXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). E z BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC.Z VN N O SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS, PERFORMED MARCH 2002. I SITE SPECIFIC NOTES w FIELD SURVEY BY DOMINION DEVELOPMENT RESOURCES LLC. FIELD SURVEY CONDUCTED IN FEBRUARY 2007. DRAWING I NDE X1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP- 2007- 00142. THE PURPOSE OF THIS MINOR BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV 497.20 AMENDMENT IS FOR ADDING ADDITIONAL PARKING AND AN ADDITIONAL 230 SF PATIO. N 2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY. ) of 3 COVER SHEET BUILDING SETBACKS: I 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25. 2 of 3 SITE PLAN w °30' FROM PUBLIC R/W 3 of 3 LANDSCAPING & LIGHTING PLAN 4. THE EXISTING SIGN SHALL REMAIN. o s PARKING SETBACKS: 5. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. O U 10' FROM PUBLIC R/W LEGEND6. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED, MAXIMUM BUILDING HEIGHT: 35' 7. TRASH REMOVAL: EXISTING DUMPSTER. Benchmark 500 Existing Elevation /Contour o PAVING SPECIFICATIONS: 8. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. - -W /E -- Existing Waterline x [500] Proposed Elevation a PARKING AREA: 6 - #21A AGGREGATE BASE MATERIAL - -0 E -- Overhead Electric o 2" - SM 9.5 SURFACE MATERIAL 9. THE MAXIMUM IMPERVIOUS AREA WILL BE 34,278 SF / 00 Proposed Contour SIDEWALKS: 4" - 3000 PSI CONCRETE 10. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. Power Pole Slopes Greater Than 25% 3 CURRENT USE: RESTAURANT Exist Light Pole 0 Prop. Light Pole New Concrete Sidewalk PROPOSED USE: RESTAURANT MH Manhole cLS C/O Clean -out i Existing Concrete Sidewalk PARKING SCHEDULE: Gas Meter zip PARKING SPACES REQUIRED: 13 SPA P SF .,,.,,,,, TBR To Be Removed CD 0 5, 7 SF /1000 SF * 13 b`a'SttC CLUDES'36k...SF PATIO) N SF E PARKING SPACES PROVIDED: EXISTING SPACES = 65 (INCLUDES 4 HANDICAP SPACES)"z o ALL APPROVALS NEW SPACES = 17 g DEPARTMENT OF COMMUNITY DEVELOPMENT ZONING DEPARTMENT INSPECTIONS DEP /FIRE OFFICIAL SERVICE AUTHORITY TOTAL = 82 SPACES A ENGINEERING DEPARTMENT E- VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT ARCHITECTURAL REVIEW BOARD MAXIMUM ALLOWED = 68 * 1.2 = 82 SPACES FIRE OFFICIAL LOADING SPACES REQUIRED: 0 I ~ a O LAND USE SCHEDULE: PRE - DEVELOPMENT % POST- DEVELOPMENT % E, BUILDING: 5,017 SF 7.7 5,247 SF 8.0 PAVED: 23,613 SF 36.1 29,031 SF 44.4 SITE O Q PERVIOUS: 36,707 SF 56.2 31.059 SF 47.6 TOTAL: 65,337 SF 100 65,337 SF 100 N , s p SAP 0 • 'fl So CIO V • rl O VICINITY MAP ,_6A ALL APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ZONING DEPARTMENT INSPECTIONS DEP /FIRE OFFICIAL SERVICE AUTHORITY ENGINEERING DEPARTMENT E- VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL Sl of'3 Q U E- I ~ a O E, O Q a CIO V • rl O Sheet No: Sl of'3 i E I Existing 20' Drainage Easement I Existing I Retaining Walls I I oo I New 20' inage Easement W O N I-n TM 78 \ Parcel 11 \ 8.008 Acs Hurt Inv. Co. DB 1919 -443 DB 1964 -184 Zoned; HC —EC Use: Vacant TM 78 Parcel 9 18.829 Acs Albemarle Hotel LLC DB 1911 -359, DB 1965 -32 Zoned; HC —EC Use: Vacant Existing Storm Tm 78 Parcel 10 White House Motel LLC DB 1726 -356 DB 1919 -443 DB 1964 -184 Zoned; HC —EC Use: Motel 00 I \\ N Emergency of 3 Spillway 3v r 20' r7 N oa I Sediment ix 00 Forebay N N ) z r 3 Exist.l6edime Provide ground cover for - all slopes steeper than 3:1 I I T I I I ev v - I L 0 Existing Entrance I s 1 S40 °15'S8 "W 446.98 Exist. Overhang U v a F1, 3 a CD n o LEI rii o N ° x 497.1 x 497.8 4 491 8 x 45.3' s a 9 v c o Exist. Dumpster P0% 22.1 I ° 1 0 495.15 C w YNBlock Wall I °° I H t w .` ^ , rn 7 _ m- 3w U it I x x Z H 00 CG -12 4- xi e ang a b Exist' Parking cn Existing Parking Existing 1 -Story oxRoof- Mounted Building BENCHMARK M ELEV =497.2 N `r-Parcel 10A m x Mechanical FFE =497.2 T o N 1.50 ACS ®[ ! Equipment 5,017 SF Total CG 12 - 28.9' - 7.9' a e 43 O VaSSaIOS LLC w 7 N ( See Note) - I E ' t. Light Pole J 0 1 DB 1964 -184 a N Typ of 2) cI DB 1965 -32 1O c ~ NV u New 230 SF. Paiio i I HC I Exist Water Service I C' Exist. WM N Zoned; HC —EC _ s r 383 0' x 495.1 0 21.5' I 56f 3'R o o§ ~7 J v I NC n 05 P _- x 493 49 x A 495.1 x5'R 3' CR51.0' I Y r c dd I 3 R e I — 2 ,R — T_id — — 14 R o ci d T } S 4' Overhang } CG -12 ZI N New N Benchmark: N Nxm30' Access Easement PK Nail EIev = 492.18 I s 1 ing ASR —+ — 26 Spaces ®9 WidthEXISTING5 xistingHDPETOREMAINZ New Bum p 07 per Blocks CD STR - 2 7 ,r a ' E Edge of Pavement o dp N Cl a925L 1 t t l 1'S If to ZI ?L is x cG -,_Ilir 17 ZD 49 Exist. Sign To Remain b q Exist. End Section ) / To be Removed \ M V NOTE: Building Roof shall completely screen mechanical equipment from EC. Top of Berm = 483.00 ter EIeve0SCC -3 Sediment FoForebay SEDIME FOREBAY CROSS- SECTION Not To Scale 1 3 Filter Cloth 2 SCC -1 2 and 3 2of3 Not To Scale 1 SCALE: N.T.S. 4 n 5 STO PROFILE A 2 of 3 SCALE: 1" = 30' Horz 1" = 10' Vert Q3 0 0 0 N i= in a T c C 3 =O O p 20 0 20 40 60 SCALE:1 = 20' 100 Yr. High Water Elev. = 479.12 10 Yr. High Water Elev. = 478.97 2 Yr. High Water = 478.80 Crest EIev = 479.0 FF—T Weir Elev = 478.5 BIO- Filter Area 4' Ori J JRRRR awo U) E n C7 N E N Y 2q QO N O 0 0 T V d 6Jns p`ar\pa arc I pLTH OF I !' , ] Timothy Ray Miller J Lic. No. 30542 m ) < SS /ONAL Revisions: - DESCRIPTIOII DATE 1 COUNTY CMNTS OS 02 OS COUNTY CMNTS 06/18/08 O 3 COUNTY CMNTS 07 21 08 4 COUNTY CMNTS 08 15 08 5 1 V I a oC) o-N 06r-o oz Z.U a o O W m 2' Diameter Concrete Manhole z l PondJ r6`OUTL STRUCTURE DETAIL N tall) E - C) O Q U F4 °? It - -I ! a E—I W + Concrete Anti - Vortex [_ Device W /DI -7 QGrateInletCD Ct r-I 15" HDPE Outlet Inv = 475.0 Sheet N 12" Death S2 of 3 Too of Berm EIev= 480.3 I. 9.5A 21A Ibgrade 43'58"E 423.41 Proposed Grade 495 CD s 495 TOpO II 490 =4 490 485 485 c 480 Existing Grade + 480 II a vo 475 475 470 1 470 0 +00 0 +501 Tm 78 Parcel 57B Free Bridge Auto Sales Exist. Retaining Wall DB 1965 -32 Zoned; HC —EC Use: Automobile Sales & Service 495 o s 495 O a os I I t O 490 < .y 490 485 485 E 480 480 xis mg rode a a u 475 475 470 470 0 +00 0 +50 SCC -1 PROFILE SCC -2 PROFILE 7 SCC -1, 2 and 3 PROFIL 2 0l 3 SCALE: I" = 30' Horz 1 = 10' Vert 495 495 II t I 490 =iv 490 485 Existing Grade 485 480 480 475 Proposed Grade + a 475 11 0In W Q N 470 470 0 +00 0 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 oo ood N 0 0 0 N i= in a T c C 3 =O O p 20 0 20 40 60 SCALE:1 = 20' 100 Yr. High Water Elev. = 479.12 10 Yr. High Water Elev. = 478.97 2 Yr. High Water = 478.80 Crest EIev = 479.0 FF—T Weir Elev = 478.5 BIO- Filter Area 4' Ori J JRRRR awo U) E n C7 N E N Y 2q QO N O 0 0 T V d 6Jns p`ar\pa arc I pLTH OF I !' , ] Timothy Ray Miller J Lic. No. 30542 m ) < SS /ONAL Revisions: - DESCRIPTIOII DATE 1 COUNTY CMNTS OS 02 OS COUNTY CMNTS 06/18/08 O 3 COUNTY CMNTS 07 21 08 4 COUNTY CMNTS 08 15 08 5 1 V I a oC) o-N 06r-o oz Z.U a o O W m 2' Diameter Concrete Manhole z l PondJ r6`OUTL STRUCTURE DETAIL N tall) E - C) O Q U F4 °? It - -I ! a E—I W + Concrete Anti - Vortex [_ Device W /DI -7 QGrateInletCD Ct r-I 15" HDPE Outlet Inv = 475.0 Sheet N 12" Death S2 of 3 Too of Berm EIev= 480.3 I. 9.5A 21A Ibgrade 43'58"E 423.41 Proposed Grade 495 CD s 495 TOpO II 490 =4 490 485 485 c 480 Existing Grade + 480 II a vo 475 475 470 1 470 0 +00 0 +501 Tm 78 Parcel 57B Free Bridge Auto Sales Exist. Retaining Wall DB 1965 -32 Zoned; HC —EC Use: Automobile Sales & Service 495 o s 495 O a os I I t O 490 < .y 490 485 485 E 480 480 xis mg rode a a u 475 475 470 470 0 +00 0 +50 SCC -1 PROFILE SCC -2 PROFILE 7 SCC -1, 2 and 3 PROFIL 2 0l 3 SCALE: I" = 30' Horz 1 = 10' Vert 495 495 II t I 490 =iv 490 485 Existing Grade 485 480 480 475 Proposed Grade + a 475 11 0In W Q N 470 470 0 +00 0 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 S2 of 3 Too of Berm EIev= 480.3 I. 9.5A 21A Ibgrade 43'58"E 423.41 Proposed Grade 495 CD s 495 TOpO II 490 =4 490 485 485 c 480 Existing Grade + 480 II a vo 475 475 470 1 470 0 +00 0 +501 Tm 78 Parcel 57B Free Bridge Auto Sales Exist. Retaining Wall DB 1965 -32 Zoned; HC —EC Use: Automobile Sales & Service 495 o s 495 O a os I I t O 490 < .y 490 485 485 E 480 480 xis mg rode a a u 475 475 470 470 0 +00 0 +50 SCC -1 PROFILE SCC -2 PROFILE 7 SCC -1, 2 and 3 PROFIL 2 0l 3 SCALE: I" = 30' Horz 1 = 10' Vert 495 495 II t I 490 =iv 490 485 Existing Grade 485 480 480 475 Proposed Grade + a 475 11 0In W Q N 470 470 0 +00 0 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 Tm 78 Parcel 57B Free Bridge Auto Sales Exist. Retaining Wall DB 1965 -32 Zoned; HC —EC Use: Automobile Sales & Service 495 o s 495 O a os I I t O 490 < .y 490 485 485 E 480 480 xis mg rode a a u 475 475 470 470 0 +00 0 +50 SCC -1 PROFILE SCC -2 PROFILE 7 SCC -1, 2 and 3 PROFIL 2 0l 3 SCALE: I" = 30' Horz 1 = 10' Vert 495 495 II t I 490 =iv 490 485 Existing Grade 485 480 480 475 Proposed Grade + a 475 11 0In W Q N 470 470 0 +00 0 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 SCC -1 PROFILE SCC -2 PROFILE 7 SCC -1, 2 and 3 PROFIL 2 0l 3 SCALE: I" = 30' Horz 1 = 10' Vert 495 495 II t I 490 =iv 490 485 Existing Grade 485 480 480 475 Proposed Grade + a 475 11 0In W Q N 470 470 0 +00 0 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 SCC -3 PROFILE 495 495 Proposed Grade 490 Existing Grade 490 485 485 e er o e ail S/ °_' Exist. 15" HDPECDELEV = 480.1.7 0 ,ri ew 15" HDPE JoWIDTH6'' 480 F= +e n S 480 II II w -i- o oow OZ r Nv 475 wcn NN'z_ r= 475 Bio- Filler Refer to Detail ,;, y 2 oZ 470 470 0 +00 0 +50 1 +00 1 +50 2 +00 2 +50 I3:1 Side Slopes (M TREE PLANTING SCHEDULE TREE BOTANICAL &MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANING PLANTED 10 YEARS 4runusT incise x Camponulat 3"3 J 99 sV 297 sf Little Richard' Abelio Okome" Flowering Cherry CONSTRUCTION 1.r Rhododendron x 'Coral Bells' so 0.00 Cratoegus phoenopyrum S - 3 IV 24"16 T Coral Bells' Azalea 21/2 6 S -4 70 sf n 7 f , Delaware Volley White' Azalea anlry Betula nigra "Heritage Abelia grondifloro 'Edward Goucher' o 5 -5 T -4 Tearless entry Into t ousirg.iamp chamber via door /bra 6' -8' 26 7 Clethro olnifolio & cvs. 48 sf Herito e' Riv _Bi[c S -6 frame latch. 4145s 31 z Ilex x attenuato 'Fosteri' O O• yesler v,<inconcAonresistantDaeplexIIbrormpdp T -5 6' -7'5 0 sf cooled ihkh. Foster Holly o Sf Oplkmal rbNgner Enlshes aamirnble. See page 281 In the I r Cotinus coggygria 6 163 sf 26 sf Royal Purple Smoketree e Quercus palustris I 2 112"6 419 sf 514 sf Pin Oak c Amelanchier conadensis 6' -7'7 130 sfJ 910 stShadblowServiceberry T Total Canopy 8,245 sf SHRUB PLANTING SCHEDULE TREE BOTANICAL &MINIMUM HEIGHT QUANTITY KEY COMMON NAME CALIPER PLANTING PLANTED Avg/Min Abelio 'Little Richard' s- Z6090, Illuminance S -2 RoaUvays, Outdoor Sales Areas. Spot courts. Outdoor Areas. 24"11 FC Beyond Prop Little Richard' Abelio Illuminance CONSTRUCTION 1.r Rhododendron x 'Coral Bells' 0.00 0.00 Reclean dbcasl aluminum hcushg . S - 3 IV 24"16 One -piece fully gasketed de -cast olumhum We Qarne, Coral Bells' Azalea ne6.trnrrrl 1312 swat 11 C S -4 Rhododendron x 'Delaware Valley White'24"7 f , Delaware Volley White' Azalea anlry 3 Abelia grondifloro 'Edward Goucher' o 5 -5 Edward Goucher' Glossy Abelia Tearless entry Into t ousirg.iamp chamber via door /bra 24"26 Clethro olnifolio & cvs. S -6 frame latch. 24"31 z summersweet Clethra O O• LANDSCAPE REQUIRE)fENTS STREET TREES: REQUIRED: 150 LF /50 LF = 3 TREES PROVIDED: 3 TREES ( A % INTERIOR TREES: AREA REQUIRED: 0.05'35,580 SF= 1,779 SF QUANTITY REQUIRED: 1 TREE PER 10 SPACES 85/10 = 8.5 TREES AREA PROVIDED: 1,950 SF QUANTITY PROVIDED:33 NEW TREES AND 6 EXIST( TOTAL CANOPY: REQUIRED: 0.10'65,337 SF = 6,534 SF EXISTING CANOPY TO REMAIN: 2,128 SF PROVIDED: 8,245 SF TOTAL CANOPY = 10,373 SF Includes Existing Parking Lot Trees BIO- FILTER LANDSCAPING SPECIES Inkberry Holly (2) Virginia Sweetspire (3) 0 Sweet Pepperbush (3) Bio- filter shall be stabilized per note 4, And shall be planted with all three (3f species A minimum of 8 plants shall be used. cg. ELECTRICAL 16D to 40D Watt (MA) (Metal Halide Porceb sinaing-looded 4KV puke rated sockel -mogul 100 to 400 Watt PA High Presto Socirurn boost. Hlgi Pmer Fodor CWA bellast. 2' ElecSkal componenle mounted to hinged batiste trey. Iw81nm1 Sla g temperature: LX(HPS)- 40F/ -40C. 2r emnlMA(1dH120F/ - 30-C. 160.Einm'' J' + + r OPT -Cg 160 Bnmi a3' One hyldrpfarlrv3d amdzed aluminum reflector. 44..1ioTypoIVreflectorheerporateesegmentedInserts, 40OW MA Type II and N oplke require reduced outer Jacketed lamps. r15MOUNTING caFactoryinstalledde -at eluTinuln arm . Arm contains Integral vhing'spike chamber vla aide access. ISO 0001 F•gsMatl Key ON design provides pry3 person Instalallon e w .Hands -Ire fig WARRANTY /LISTINGS LIL 1572 Noted lor yml locators Fublklrsd live yea ImRed warranty. ORDERING GUIDE EXAMPLE M 1KSMR 1.114 ISeI Fan E Pi E03Rl 11n12'n E eT E02BI 25.2W. EST ED2B1 3 40"MED.BT2B1 2 i =2]75v1A 10.1"EPET23.51 Lx P:ID1P'r' 15.1Yh EioET235) • ES =25t( EDGE In 5) 340d0(x EDG E T 19; Q 211 ReNsedEntranceiteMasterRoadwaySeries Summar Project: TIP TOP Catalog No. Label I Horizontal Larnp CtRoff Luminair? Units Avg APPLICATIONS n 17 ) Avg/Min er Ala,elers. Parecoton Areas, Pking inBuildingPnlnParkaRre s- Z6090, Illuminance i ?. RoaUvays, Outdoor Sales Areas. Spot courts. Outdoor Areas. 1152 411110 II--f A FC Beyond Prop Illuminance CONSTRUCTION 1.r 0.1 0.00 0.00 Reclean dbcasl aluminum hcushg .s i IV 1 O o%' One -piece fully gasketed de -cast olumhum We Qarne,ne6.trnrrrl 1312 swat 11 C conalruction and goskel prohlmottdust. mo arid bu0 j f , anlry 3 00 o Tearless entry Into t ousirg.iamp chamber via door /bra 17BT25ml o frame latch.1 E z O O• yesler v,<inconcAonresistantDaeplexIIbrormpdp V cooled ihkh.o Sf Oplkmal rbNgner Enlshes aamirnble. See page 281 In the EM. 14 •all 6 ExceLine rahi S•.e All fixtures shown meet IESNA criteria for a full cutoff classification. 2 LIGHTING PLAN 3 of 3 SCALE: I" = 30' b e O o ° U O O 0 Est I o O O 9. o c' BUILDING ro o O 0 0 O tS9n, e p J 0 ^ < <• p. O . 6 0 i5. ° ° > O t. f c c p S• . o S' 0. ° 4 O d000c'•A. ° ° 0 O S' 9. ° ° a. ° 9. O ° e O of p cJ, 00 9r 8• °ps I 9 .1 1 0 /1 1 nt 1 1 9y 1 A4. ° I .n_-L° L ai 1 P 1 1 N- V l• c0 0 0 0 0 sty_.. _.. _.. _.. _. DOS I \ N \ I 1 I I co O C J 0I20' I CJ Sediment Foreboy 11 I I I Provide ground cover i all slopes steeper than 3:1 tAI 1 \ I Ground Cover Shall Be: Juniperus chinensis Expanse" Parsons Juniper 3, 12 " -15 , Zone 5 (2Y2' x 8') LANDSCAPE PLAN h / a T -8 T-8 x 497.8 TA V Parcel 10A 1.50 A4csT4 , Vassalw LLC 1 DB 19641 -184 '3 DB 196 5 -32 Zoned; HIC -EC. TT Exist: Sediment T-4 Trap (TBR) f Curb Cut I \ 15" HDPE TC ExceLine Numeric Summar Project: TIP TOP RESTAURANT Label I CatcType Units Avg Max MF)Avg/Min ax Min Parking Lot FC at Grad Illuminance Fc 1.13 15.4 0.0 0.00 0.00 FC Beyond Prop Line Illuminance Fc 0.00 0.3 0.1 0.00 0.00 ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOOTCANDLES AT GRADE O S40 WUY _46.98 _ _ FExist. Overh T- sag7.a x I 1Z a 495 1 , sip - - T -3 • IF 1IL / -(1) Existing Ro e to 251 - I i1 remain .. 3) Existing Japanese I /Euonymus to remain ww° 9) Existing Dwarf - t I z h Boxwood to remain 31 ong I a eExisting1Story Roof - Mounted Building 151S -2 ° g ELEV =497.2 3IMechanicalFFE =497.2 Equipment 5,017 SF Total ,) See Note) F /- Continue Planter B x E ' L Light Pole 9) Existing Dwarf I Around P do Typ of 2) Boxwood to remain I I I T-1 i YU i N OM Rg2 X (5) S-fi (7) S-5 (7)S-6 NS-5 T-J I Exist. End Section To be Removed SCALE: I" = 20' E 423.41' X , L4' CMU WALL ffl-` New 2' Planter Box Above Patio New Handrail 3' Above Patio - 5)S-6 ( 7)S-5 t+ f7) S-6 Tin 78 XI, Parcel 57B Free Bridge Auto Sales Exist. Retaining WallDB1965 -32 2 S -3 afam47>3 alll , q d!5 u I tvN NJaw g Lumens IWS-3 2n E C WCO > Q) 11700 C X SMR173MA v.3 O a - DOUBLE 0 O N O t t a 40 c oa p`aa <c 1,000 SMR173MA - SMRGS Z alll , q d!5 J tvN NJawg Lumens LL N V TAE C WCO > Q) 11700 C X SMR173MA v.3 1 O DOUBLE 0 1.000 N O t t a 40 c oa p`aa <c L 0542 / L y Miller Revisions: N0. DESCRIPTION DATE 20 0 20 40 6n SCALE: 1" = 20' S3 of 3 ExceLine Luminaire Schedule Project: TIP TOP RESTAURANT S robot Qty Label Arrangement Lumens LL Description 0 5 B SINGLE 11700 1.SMR173MA v.3 1 B DOUBLE 11700 1.000 SMR173MA 3 aa SINGLE 11700 1,000 SMR173MA - SMRGS w 1 O 0 N T 00 o o E z V L -t c T m o 3o VNt D U r_ O c o V N FC. Q N o N H N O0F a o CD 1nT O 3 3 o 0 F-I o O q w E_ O ti z DW E-a5 Q) O C) W U o o O Q r 0 a 1 CIZ5 rJ U rlNF -r- -o0 Sheet No 20 0 20 40 6n SCALE: 1" = 20' S3 of 3 ExceLine Luminaire Schedule Project: TIP TOP RESTAURANT S robot Qty Label Arrangement Lumens LL Description 0 5 B SINGLE 11700 1.SMR173MA 1 B DOUBLE 11700 1.000 SMR173MA 3 BS SINGLE 11700 1,000 SMR173MA - SMRGS ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE Dine Tn T KO wvx ki""A 14N Ex6md pVR -mss w4-ut fi fit, Anri tiMb wrrncwswAU of pin,i,A,, R.•M f+Sv`filo 9VER LRKSH4 -CJ 5'rf- IA MA (j H a^+oow sk sd Tb -ror afu V;- o" ° I +e11-1041 i %,-N.kV1Hnf— T'11P. WtP MATH &xlmvl-j snEwwl+M- , 4gti. Ian UwLA Wh% - AiAtW trME s -neco c1f - N1i11c4L tAnro (W9 tnn (v Mq'fUN - KS'IYnf 'FtNflt SfG 'f'• f fan ST) nri, s i P -RM1 lo : Nd( 'I+ SW1 - tiG JY' O 4 d w zd Qw CA QO n r u J r n Ffa O a MINOR AMENDMENT TO SITE DEVELOPMENT PLANS FOR TIP -TOP RESTAURANT TM 78 PARCEL 10A DB 1964 PAGE 184 RIVANNA DISTRICT, ALBEMARLE COUNTY, VIRGINIA SITE 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 GENERAL NOTES 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. MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. SOURCE OF TOPOGRAPHY: AERIAL SURVEY BY LOUISA AERIAL SURVEYS, PERFORMED MARCH 2002. FIELD SURVEY BY DOMINION DEVELOPMENT RESOURCES LLC. FIELD SURVEY CONDUCTED IN FEBRUARY 2007. BENCHMARK: FINISHED FLOOR AT MAIN ENTRANCE ELEV = 497.20 BUILDING SETBACKS: 130' FROM PUBLIC R/W PARKING SETBACKS: 10' FROM PUBLIC R/W MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE SITE SPECIFIC NOTES 1. THIS MAJOR SITEPLAN AMENDMENT SHOWS AMENDMENTS TO SDP - 2007 - 00142. THE PURPOSE OF THIS MINOR AMENDMENT IS FOR ADDING ADDITIONAL PARKING AND AN ADDITIONAL 230 SF PATIO. 2. STORM WATER MANAGEMENT SHALL BE PROVIDED BY AN ONSITE STORMWATER MANAGEMENT FACILITY. 3. MAXIMUM NUMBER OF EMPLOYEES SHALL BE 25. 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: EXISTING DUMPSTER. 8. THE RESTUARANT USE SHALL OCCUPY 1.50 ACRES. 9. THE MAXIMUM IMPERVIOUS AREA WILL BE 34,278 SF 10. BUILDING ROOF SHALL COMPLETELY SCREEN MECHANICAL EQUIPMENT FROM EC. CURRENT USE: RESTAURANT PROPOSED USE: RESTAURANT PARKING SCHEDULE: PARKING SPACES REQUIRED: 13 SPACES PER 1,000 SF 5,247 SF /1000 SF * 13 = 68 SPACES (INCLUDES 230 SF PATIO) PARKING SPACES PROVIDED: EXISTING SPACES = 65 (INCLUDES 4 HANDICAP SPACES) NEW SPACES = 17 TOTAL = 82 SPACES MAXIMUM ALLOWED = 68 * 1.2 = 82 SPACES LOADING SPACES REQUIRED: 0 LAND USE SCHEDULE: SITE N O 9 o VICINITY MAP _64 SCALE: 1" = 1000' 1 of 3 COVER SHEET 2 of 3 SITE PLAN 3 of 3 LANDSCAPING & LIGHTING PLAN LEGEND PRE - DEVELOPMENT POST- DEVELOPMENT BUILDING:5,017 SF 7.7 5,247 SF 8.0 PAVED:23,613 SF 36.1 29,031 SF 44.4 PERVIOUS:36,707 SF 56.2 31,059 SF 47.6 TOTAL:65,337 SF 100 65,337 SF 100 SITE N O 9 o VICINITY MAP _64 SCALE: 1" = 1000' 1 of 3 COVER SHEET 2 of 3 SITE PLAN 3 of 3 LANDSCAPING & LIGHTING PLAN LEGEND c G E ` a C 0 0O C > 0 moo.. z spa h o,4PLTH 0F`/ Timothy Ray Miller Lic. No. 30542 oSSONAL ENG\C. Revisions: N0. DESCRIPTION DATE W W W O Submi ;ta! T On YPe '3 Reviewed and Approved by theCommunityDev ,lapm nt DepartmentDate_ File# APPROVALS Benchmark 500 Existing Elevation /Contour W /E --Existing Waterline x [500]Proposed Elevation 0 /E --Overhead Electric 00 Proposed Contour VIRGINIA DEPARTMENT OF TRANSPORTATION Power Pole VIRGINIA HEALTH DEPARTMENT Slopes Greater Than 25% ARCHITECTURAL REVIEW BOARD Exist Light Pole I.Prop. Light Pole New Concrete Sidewalk MH Manhole C/O Clean -out I-Existing Concrete Sidewalk Gas Meter TBR To Be Removed c G E ` a C 0 0O C > 0 moo.. z spa h o,4PLTH 0F`/ Timothy Ray Miller Lic. No. 30542 oSSONAL ENG\C. Revisions: N0. DESCRIPTION DATE W W W O Submi ;ta! T On YPe '3 Reviewed and Approved by theCommunityDev ,lapm nt DepartmentDate_ File# APPROVALS DATE DEPARTMENT OF COMMUNITY DEVELOPMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT /FIRE OFFICIAL SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL mid H z w Q z w z a M r O U 91 0- Sheet No: 3 CV I OaaoO_ CV I rl- o EZ UZ 0 CS x m M U3 D U c 3 0 o a6co U CV 0 UU) CP 3 ai 0 0 cd 4 1: U Cd Cd U Q ct NN1 Slof3 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 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 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 ENGINEERING, 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. UNLIESS 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). DRAWING INDEX Existing 20' Drainage Easement I L I / -- w i \.,_ - ...... ...... - _.. .._ ................. - __... --- -- __._ . SJ 4 __........__ - - t -0ve>`h - ..._..._. p8 N t Q J CD Y _n S I I W a y , i `- _ 1 ..... _..._ D n /0 x 497 `'' 97. _ °' ` T H1x48L J Ar 45.3 - _...__ ...._. New 20 . .: 22 1 _I t Dum st r Pad i 4 /lock Wall5. 'i Exis e Drlna e Easement W B I ; 0O , g , o - I r ` Timoth Ray Miller - i zc: CD N I Y , ! , r , / X COfn D J ' ' Lic. .30542 r' .: a 12 9 r..:.. m 00 r z ` Existing Parking _.___..IP ' r N a- #:,.`` Exis arkin ° X 9 9 Existing 1-Stor , o ~, xi • HC o 7 1 ° iN : •s \ ° Building y BENCHMARK i 1 FS00 ::: ;;rt ;,,,, _ 3 Roof-Moun ~: _.._ - S/ N r _> : f: < :: < Parcel f 0A rn a ..... ELEV =497.2 a / - ....__ ( ONALoU... -. ol \ Mechanical FFE =497.2 N f l! J ( ZO N ff .. ... ® ...N.. V x q I a a ITV\ 78 Ir01.50 Acs a t ..cn I uipment 5,017 SF To a , i fix, <:. 4 - U ; acn oo VacSSalos LLC oo v =; .. ' - _... .._ ® ' (See Not CG -12 28.9 !i..:.. , 3 z 9 _... _ e) 7,9' Revisions:Parce 1 I I y d t ` ° -. L ... ........... ®................... _.._ ; - Li I , l z i a ( S E t ht Poleg ! r NO. DESCRIPTION DATEX or I N DB 1964 -184 V) `_ N T ^ I t8.008 Acs { 8. h , B 1965 3,2 yP of 2a 1 1 COUNTY CMNTS 05 02 08Imay* \ o ... -, ............ ....._D 'I ^ cn New 230 SF. Patio ,/ . , COUNTY CMNHurtInv. Co , cn 3 ,, _ W .... . ... , ... i1i f-IC t I 18 08 1 <. Z Zoned HC_ E _ \. I Exist Water Service O Exlsts{I ' 3 COUNTY CMNTS 7 21 08DB1919 -443 _. - _ p -f r I 00 ` N Y n ... y .... v ..z Y..6 , _ -1 8 -, 5 o r /i ii f ! f 1 4 COUNTY CMNTS 08 18 08 DB 1964 -184 , > \ \... € x 495.1 otie - - - - -- -- 3 ` ,•,';;';f o t h 21. I / Zoned; HC -EC I I , s, 3 R >C \` Off\ Cn ll \ : z or 3 \.. \, x 493.5Use: Vacant 3'R 3 , R 93.5 x ;f 495.1 x ' "' ,' °" E __._ ... N/ '4 S :,,., r 5• 51.0 / / 1 2Ex1s Si'dlren`t.. 92 d .............. .•:: -.. ..::.w,;;'10'R .. ", dewalk ' ` i'' 4 a f, _ f f R ,W ...._ _ _...._. _. __....__.___ Trap' \ (TBR)` 3 _ - - _ _ .........::: - - i R 4 Si N #i ° 4' CG -12 oOverhang - /rte ° o . I f r i o ° a E ....... _.. - -- - __ ..- ---- - - - - -- ----- __- - - - - -- _...... - -._ - - -- - - - -- - __... -- - - _. _ _ _................_ . / _ .. - - oo Qf New N Benchmark: ° z i r U ' N a O4' Curb Cuts I s 30 Access Easement N ( z m PK N i Eti i oElev= 492.18 Existing arkin 1 r I z 15 R _ - Spaces Width °i ; , -' L1?rovide groind cover fPr \ \ C -1 XISTiI n H \ ` ace LL. 0- 0 opes ste6per than 13:1 DPE TO RE 41N - -- - --- -±- ly Exisltin Ed e of P - ew Burk B 4cks 1010 9 avem I ; perit C% \ ` \\ " \.. .?sfiai':an.,.... t AQ f i I , ( I I I \, / (n j f 3 I r i To R oin fr r n I j L \ r ( U m vi\ caawa\ kaauu\wcanmom?.aa?e,aek3c mu N Tm 78 11h 0 l 57BParcel rFreeBridgeAutoSales _- f DB 1965 -32 Exist. Retaining Wall j Zoned; HC -EC f Clri ! 1Use: Automobile Sales & Service i / f t II N oI NOTE: Building Roof shall completely screen mechanical equipment from EC. Top of Berm = 483.00 EIev= 482.10 Biofilter Crest= 482.10 EIev= 480.003of3SCC -3 Sediment Forebay SEDIMENT FOREBAY CROSS- SECTION Not To Scale Existing Storm Sewe Reviewed and Approved by the Communit DevellopirpLant Department 7 a 495 f W 495 495 U z I o o...495 0 J NNCOQ Parce 10 495 T.1.0p0edExisting . Gro: d. e : ::::::::..............:.. White House Motel t LC 100 Yr. High Water Elev. =479.12 A N L DB 1726 -356 `\I ,._ 490 o DB 1919 -443 `I 0 0 U) 490 DB 1964 -184 \pIF,w o Existing 3 0 C 0 Existing Zoned; HC -EC .\i E F 490 ELEV = 48D 3 Retaining Walls Use Motel \\ \,Entrance sr p 0 WIDTH = 6 ......or- oo 60 uJ L I / -- w i \.,_ - ...... ...... - _.. .._ ................. - __... --- -- __._ . SJ 4 __........__ - - t -0ve>`h - ..._..._. p8 N t Q J CD Y _n S I I W a y , i `- _ 1 ..... _..._ D n /0 x 497 `'' 97. _ °' ` T H1x48L J Ar 45.3 - _...__ ...._. New 20 . .: 22 1 _I t Dum st r Pad i 4 /lock Wall5. 'i Exis e Drlna e Easement W B I ; 0O , g , o - I r ` Timoth Ray Miller - i zc: CD N I Y , ! , r , / X COfn D J ' ' Lic. .30542 r' .: a 12 9 r..:.. m 00 r z ` Existing Parking _.___..IP ' r N a- #:,.`` Exis arkin ° X 9 9 Existing 1-Stor , o ~, xi • HC o 7 1 ° iN : •s \ ° Building y BENCHMARK i 1 FS00 ::: ;;rt ;,,,, _ 3 Roof-Moun ~: _.._ - S/ N r _> : f: < :: < Parcel f 0A rn a ..... ELEV =497.2 a / - ....__ ( ONALoU... -. ol \ Mechanical FFE =497.2 N f l! J ( ZO N ff .. ... ® ...N.. V x q I a a ITV\ 78 Ir01.50 Acs a t ..cn I uipment 5,017 SF To a , i fix, <:. 4 - U ; acn oo VacSSalos LLC oo v =; .. ' - _... .._ ® ' (See Not CG -12 28.9 !i..:.. , 3 z 9 _... _ e) 7,9' Revisions:Parce 1 I I y d t ` ° -. L ... ........... ®................... _.._ ; - Li I , l z i a ( S E t ht Poleg ! r NO. DESCRIPTION DATEX or I N DB 1964 -184 V) `_ N T ^ I t8.008 Acs { 8. h , B 1965 3,2 yP of 2a 1 1 COUNTY CMNTS 05 02 08Imay* \ o ... -, ............ ....._D 'I ^ cn New 230 SF. Patio ,/ . , COUNTY CMNHurtInv. Co , cn 3 ,, _ W .... . ... , ... i1i f-IC t I 18 08 1 <. Z Zoned HC_ E _ \. I Exist Water Service O Exlsts{I ' 3 COUNTY CMNTS 7 21 08DB1919 -443 _. - _ p -f r I 00 ` N Y n ... y .... v ..z Y..6 , _ -1 8 -, 5 o r /i ii f ! f 1 4 COUNTY CMNTS 08 18 08 DB 1964 -184 , > \ \... € x 495.1 otie - - - - -- -- 3 ` ,•,';;';f o t h 21. I / Zoned; HC -EC I I , s, 3 R >C \` Off\ Cn ll \ : z or 3 \.. \, x 493.5Use: Vacant 3'R 3 , R 93.5 x ;f 495.1 x ' "' ,' °" E __._ ... N/ '4 S :,,., r 5• 51.0 / / 1 2Ex1s Si'dlren`t.. 92 d .............. .•:: -.. ..::.w,;;'10'R .. ", dewalk ' ` i'' 4 a f, _ f f R ,W ...._ _ _...._. _. __....__.___ Trap' \ (TBR)` 3 _ - - _ _ .........::: - - i R 4 Si N #i ° 4' CG -12 oOverhang - /rte ° o . I f r i o ° a E ....... _.. - -- - __ ..- ---- - - - - -- ----- __- - - - - -- _...... - -._ - - -- - - - -- - __... -- - - _. _ _ _................_ . / _ .. - - oo Qf New N Benchmark: ° z i r U ' N a O4' Curb Cuts I s 30 Access Easement N ( z m PK N i Eti i oElev= 492.18 Existing arkin 1 r I z 15 R _ - Spaces Width °i ; , -' L1?rovide groind cover fPr \ \ C -1 XISTiI n H \ ` ace LL. 0- 0 opes ste6per than 13:1 DPE TO RE 41N - -- - --- -±- ly Exisltin Ed e of P - ew Burk B 4cks 1010 9 avem I ; perit C% \ ` \\ " \.. .?sfiai':an.,.... t AQ f i I , ( I I I \, / (n j f 3 I r i To R oin fr r n I j L \ r ( U m vi\ caawa\ kaauu\wcanmom?.aa?e,aek3c mu N Tm 78 11h 0 l 57BParcel rFreeBridgeAutoSales _- f DB 1965 -32 Exist. Retaining Wall j Zoned; HC -EC f Clri ! 1Use: Automobile Sales & Service i / f t II N oI NOTE: Building Roof shall completely screen mechanical equipment from EC. Top of Berm = 483.00 EIev= 482.10 Biofilter Crest= 482.10 EIev= 480.003of3SCC -3 Sediment Forebay SEDIMENT FOREBAY CROSS- SECTION Not To Scale Too of Berm EIev= 480.3 4' SECT ERG LL WAY Filter Cloth - z SCC -1 2 and 3 2 0! 3 ........... ............................... Not . T . o Scale . . . . 1 2 ss Al Rip -Rap TYPICAL PAVING SECTION FOR Nf 2" SM 9.5A 6" VDOT 21A Subgrode RKING L 0 T SCC -1 PROFILE SCC -2 PROFILE z 7 3 SCC = H2 and 3 PR 1' = 10' Vert Reviewed and Approved by the Proposed :Grade Communit DevellopirpLant Department 7 a 495 a o W 495 495 File# _, 495 o o...495 0495 495 T.1.0p0edExisting . Gro: d. e : ::::::::..............:.. n 100 Yr. High Water Elev. =479.12 10 Yr. High Water Elev. = 490 490 I L v °gym r... ; ....... 490 490 0 485 3 0490490 485 490 ELEV = 48D 3 Refer to Detoil S n ew 15" xist: 15" HDPE Weir Elev = 478.5 77 WIDTH = 6 ......or- oo 20 0 20 40 60 uJ 485 r I II 485 Existing Grade Q o r.y o 480 485 C Q CTJ485 Z 475 EIev= 478.0 SCALER = 20' 480 Exiting Grade A c c nJ 480 BIO- Filter Area 480 475 d Bio- filter _ _q? 480 0 Concrete Manhole 15" HDPE Outlet 0 Refer to Detail ice Inv = 475.0 no Inv = 475.0 Z 470 480 F•+- -I F-4 475 Proposed Grade 1;0..° No: 475 Existing roe oQ O w 475 0 +50 1+00 c..475 475 r' a.o 475 470 cn............470 0 +00 0 +50 470 470 470 470 0 +00 0 +501 0 +00 0 +50 Too of Berm EIev= 480.3 4' SECT ERG LL WAY Filter Cloth - z SCC -1 2 and 3 2 0! 3 ........... ............................... Not . T . o Scale . . . . 1 2 ss Al Rip -Rap TYPICAL PAVING SECTION FOR Nf 2" SM 9.5A 6" VDOT 21A Subgrode RKING L 0 T SCC -1 PROFILE SCC -2 PROFILE z 7 3 SCC = H2 and 3 PR 1' = 10' Vert SCC -3 PROFILE 495 Reviewed and Approved by the Communit DevellopirpLant Department 7 a W 495 File# _, o C 495 0 490 495 T.1.0p0edExisting . Gro: d. e : ::::::::..............:.. n 100 Yr. High Water Elev. =479.12 10 Yr. High Water Elev. = 490 490 I L v °gym r... ; ....... 490 0 0 485 3 0 ai 0 485 m o .A ....ELEV = 48D 3 Refer to Detoil S n ew 15" xist: 15" HDPE Weir Elev = 478.5 77 WIDTH = 6 ......or- oo 20 0 20 40 60 uJ 11 vO r I II 485 d -.... ;.....1. Existing Grade Q o r.y o 480 485 C Q CTJ Z 475 EIev= 478.0 SCALER = 20' CIO C Cn BIO- Filter Area 475 480 Bio- filter _ _q? 480 0 Concrete Manhole 15" HDPE Outlet 0 Refer to Detail ice Inv = 475.0 no Inv = 475.0 Z 470 F•+- -I F-4 475 Proposed Grade 1;0..° No: 475 O w 0 +00 0 +50 1+00 v 2 +50 a.o 470 cn............470 0 +00 0 +50 SUbrii;fiai "type W 1 Z O SCC -3 PROFILE 495 Reviewed and Approved by the Communit DevellopirpLant Department 7 D 4............ W 495 File# _, Grode ..... C 490 T.1.0p0edExisting . Gro: d. e : ::::::::..............:.. CIO j 100 Yr. High Water Elev. =479.12 10 Yr. High Water Elev. = 490 0 r... ; ....... Crest E = 479.0 485 485 m o .A ....ELEV = 48D 3 Refer to Detoil S n ew 15" xist: 15" HDPE Weir Elev = 478.5 480 564 WIDTH = 6 ......or- oo uJ 11 vO r I II d -.... ;.....1.Q o r.y o 480 C Q Pond Z 475 EIev= 478.0 l5_005. CIO C Cn BIO- Filter Area 475 Co y Bio- filter _ _q? 0 Concrete Manhole 15" HDPE OutletRefertoDetail ice Inv = 475.0 Inv = 475.0 Z 470 Sheet No: 470 0 +00 0 +50 1+00 1+50 2 +00 2 +50 5 STORM PRO A 2 of 3 SCALE: 1 = 30' Horz 1 = 10' Vert Depth 4" Reviewed and Approved by the Q Communit DevellopirpLant Department 7 DDateW File# _,C CIOj 100 Yr. High Water Elev. =479.12 10 Yr. High Water Elev. =478.97 2 Yr. High Water = 478.80 0 Crest E = 479.0 Concrete Weir Elev = 478.5 Anti - Vortex Device E 1 11 W /DI -7 R'•-i Grate Inlet C Q Pond Z EIev= 478.0 Embankment CIO C BIO- Filter Area Co y 2' Diameter q? Concrete Manhole 15" HDPE Outlet 6 ( ice Inv = 475.0 Inv = 475.0 Sheet No: P F E R I'vI E V 4 8 0.3 50% SAND TOPSOIL,/ 20% LEAF vll.:.CH1. J:L - SANI): A 111'.3 F:N[) UNDER )RAIN OR'AVEL 11 SI R.,AA--:: ivi 4 15), SEORIGINAL DINIENT2' Riser /2"- 1 WRAPPED TRAP SiDlES OPE t, I L 7 R' F'~B 3:1 Side- 4" Perforated PROVIDE S R E M. 0 V E S::-T AND SEDIMENT AFTER IF] N ALSlopes (Max) PVC Pipe ACROSS ENTIRE WI D H - ---------------- STAHII.JZA1`,`,N. REDP::.Ar-r WITH - LOAM OR GRANULAR EARI: d FI L: TOP OF Stormwoter MIX C" LE A N - C J Conveyance RE FEE R TO NO r Channel W/iVA TE,?R. TI ro':H LOAM (_`R CRAM : LAR 41' PERI"'C"RATE"'D PVC OU T PIPE @ I MIIIIN, SI-OPE RUCiURE Rue's( to Deto'l on S2) N CIO PE T IL T1 STABILTHEBIOFILTERISNOTTOBECOINST-,"JC": E'D - UN: THE SITE ::S ADEQUATELY VACCORDING' "I") 7 _HF 11VATE.R RESOUIRCE'S PF.RSONNE.1. 2. !-HE SAND /S0l MULCH MAFRIAL MLjSl BF INSP'F"C_1:..D BY WATER, RESOIJI-RCE" Fli'RSONNE; BIEFO <E INSTALLATION OF THE BIC FILTER, 03. _I` H f ! , :--3 S(IL 11X V.:U E.3 LUCK Eill 41L MIX OR, ED AN APP EQUAL. STABILIZEDT'9::4. THE B10--FILTER SOIL -M I X '.`UST B S 1A Z E WITH SO_, OR NATIVE MiLDFLOWER/NATIVE CRASS VIX, PLANTED IN PiD.Jr?,:, OE S LE D ED. WITI-I I 'FAVY ST:RAW Y U: L C'H AND DC-- - MATTING. BOTH WILL H P I G 'AIIONSREQU:IRE A MINIMUM C`F 3 IRFE AND SHRUB (Q.E 1-:s f o LjPLAN"'ING LOC SiHALL BE PER COUNTY REQUIRE.-MENTS.. E;. DL)IRING WATER, RESIGIJRC;'_.'.' P(RSONNE-L WUST 3:- N 0 T: I TO INSPECT Tl--IE P THE. COMPI-FTE) NISTNA.ATION.UNI')ERDRAN INSTALLATI(O'N, APPROVE. I So::_ MIX, AND APl R 1. C F SEE LLREBIER'," TO BE CONSTRUCTEF-) 'NITI-1 EE R 0 S: 0 N AN -.D; M'_ NT CONTROL PLAN SHALL TyR' M V F)S70RS), WATER MANAGEMENT F'A%..11.,: 1. FOR M'DRE INFORMATION PLEASE CALL 'HATER RESOURCES PERSONNEL tJ - 206 586 BIO-FILTER DETAIL for SWM FACILITY 3 of 3 ) - NOT - TO_ ------------------------ * ---------------------------------------------------------------- TREE PLANTING SCHEDULE TREE BOTANICAL &MINIMUM HEIGHT QUANTITY CANOPY TOTAL CAAREANOPY KEY COMMON NAME CALIPER PLANTING PLANTED 10 YEARS SINGLE T-1 Prunus incise x Camponulato 3 3 99 sf 297 sf Little Richard' Abelia Okome" Flowering Cherry 11700 1.000 SMR173MA Rhododendron x 'Coral Bells' Cratoegus phoenopyrum S-3 SINGLE 24 16 T-3 Carol Bells' Azalea 2 112"6 145 sf 870 sf Washington Hawthorn 7 Delaware Valley White' Azalea T-4 Betula nigro "Heritage Abelia grandiflora 'Edward toucher' 10'-1 7 397 sf 2,779 sf Edward Goucher' Classy Abelia Heritage' River Birch 24 1. 26 Clethro alnifolia & cvs. Ilex x attenuate 'Fosteri' S-6 24 31 T-5 Surnmersweet Clethro 6' -7'5 16 sf 80 sf Foster Holly Cotinus coggygrio T-6 5' -6'2 163 sf 326 sf Royal Purple Smoketree ercus olustrisQup T-8 2 1/2"6 419 sf 2,51 sf Pin Oak Amelanchier conadensis T-9 6' -7'7 130 sf 910 sf Shadblow Serviceberry I I I I 1 Total Canopy 7:, 7 76jsf SHRUB PLANTING SCHEDULE TREE BOTANICAL &MINIMUM HEIGHT @ QUANTITY KEY COMMON NAME CALIPER PLANTING PLANTED eIlluminance Abelia 'Little Richard' B SINGLE 11700 S-2 SMR173MA 24"11 1 Little Richard' Abelia DOUBLE 11700 1.000 SMR173MA Rhododendron x 'Coral Bells' 3 S-3 SINGLE 24 16 Carol Bells' Azalea S-4 Rhododendron x 'Delaware Valley White'24 7 Delaware Valley White' Azalea Abelia grandiflora 'Edward toucher' S-5 Edward Goucher' Classy Abelia 24 1. 26 Clethro alnifolia & cvs. S-6 24 31 Surnmersweet Clethro Q;II_)E 'SLOPE F ?1.'.(;RADE*D TO 3:1 'I`v1AX) 310-FILTER LANDSCAPING SPECIES Inkberry Holly (2) Virginia Sweetspire ( Sweet Pepperbush (3) 0 Revised r2 cntranceTyp0AeMaster0 -adway Series 0 2 Catalog No. 0 A -0 2 0 c%i coL < ' 2 c _j cli Z 2HorizontalLampCLAoffLuminaire0 -190 1 0 > C6 (r;06 > r, r r 12 0 012 APPLICATIONS Building Perlreters, Parks Recreation Areas, PaNng Areas, Roadivaiy% Outdoor gales Arcm, Sport Court3, Outdoor Are-.as CONSTRUCTION Precis on clls-cagt aurininur. housing. Unic piece fully qmlketod die cost alurninum lers trarnu Construction arc gasketing prohibt ici.45t, ir.01SLIFe and bLIg entry, Toolless entry rto housingdarric via dour/lers fraine latch Corrosion resistant Diraplex 11 bronze polyester pc%lder coated finish Optional designer finishes available See page 261 in the cast aluinstalledd E)L%oLin- --l- - UIC9V1> ro co 00 0, L, C'j ME 0o 0 C' 00 0 0 C, 0 AA, 0 IF C 0 0 10 ................. r? 0 0 201 A, A > 01020A 01 0 0 c , , > SA0B0 d7l,E" Tj fe " 0 Q 0 C A,ELECTRICAL 15010 400 Watt (MA)l Metal HaHeide . Z 11 .. ......... BUILDING 0A0 0 Porcelain sprirg oadod 4KV pubc rated socket mogul o:- ... ........... to 4 to0 base. 0100to400WattPAfthPirmsuireSodium 3 0 ............ .... Ir-1 A- 0 . ......9. 0 3 C_ 0.Fli(P Power Factor Cil biallast 0 Flectric,il r 0 0 0 4ornponAntsmountedtohinglulh4i.n* lary. . ........ C ">, 0 0 0 st.virg, wriperature: LX(HPG)-40'F/-40 0, 2X 0 0 Q@;Sniin: IL alrinriNW,Ml-) 2CF,3G'C, OPTICS -A,0 :0V One-piece hydro anodized aluminum reflector. 0 0 0 0 T 0 tJyp_ IV reflittuto- incuWatessajmunted inserts. 0 11 .4 0 0010L0 040OWMATy011andIVoptrocuiroreducedouterpc ... .. ......... I T o,jacketed limps 11 if CS). 0 ----------- ..... Rili A, 0008?10 0 MOUNTING < 0 0 0 d • 0 A 1? ry ieminurn ern. A 0 A00 ' ,2 001 0 Arm coilains integral chamber via side access. Registered 0 c 0 C LA' A- Tim t h: Ray MilFacto Miller A, 0Keyslotdesignprovideso-te person installation. 0 yO c 0. 3 hy Ray Mic- 11> A, 0 ttie winny. 0. 0 0110Hands-f Her C, C) 0, A,S 0 NWARRANTY/LISTINGS 0- UL 1572 listed fcr wet locations.A, 0 PubilicMad the yuT limited warranty. 0 S 2 -0 A c j -p- fvg - ' q- Zl I " 6) 61 Lic. No. 30542 0 A A f.. . .............. ... .............. .............. . . ....... ........ BORDERINGGUIDEEXAMPLE ... ...... ........ ... ...... .... .... ........... ........... 0 . .............. ... .......... . 0p SS /ONAL E 0 o'. 1_'1j Revisions:Revisions: Q. 2_1 0 0 NO. DESCRIPTION DATE 0SMAie150(EST:ED28- WA 31 0 2 1 COUNTY CMNTS 05 02 080o01 t. 7: 75:F,?,TFr,'?. 4 rwl of 016 s.,Akyl, 0 r 12 26Q-)&BT`ECJ28i 3 06 1 11 0 - C/ 2 COUNTY CMNTS 06/18/08L 410.400(EDRT- r r24:24? 10 (2 0 I COUNTY CMNTS 07/21/082 301o0Sil12xi27712 <1 0I0.10 LX 0 0,2 4 COUN 0879F681qWFr)1-T;3F) 4 0 TYCMNTSC0 - 0,O 2 61 0 1 025SNEEVEMS.E, 3 2 <)2 0 0 0 CP All fixtures shown meet IESNA criteria for a full cutoff classification. FxceL!ne Luminaire Schedule Project: TIP TOP RESTAURANT SYM1001 Qty Lialoel,Arrangement Lumens LLF Description Max/Min Parking Lot FIC at Grad eIlluminance 4 B SINGLE 11700 1.000 SMR173MA FC Beyond Prop Line Illuminance Fr- 1 B DOUBLE 11700 1.000 SMR173MA 3 BS SINGLE 11700 1.000 SMR173MA - SMRGS C:) O GoCN 00 r__ C:1` 0 E 0 - Z ALL FIXTURES ARE SHOWN MOUNTED AT 15 FEET ABOVE FINISHED GRADE Submittal Type Dio-filter shall be stabilized per note fft, And shall be planted with all three (3) species. 2 LIGHTING PLANAminimumof8plantsshallbeused. ---------------------- - --------- - --------------------------------- Excel-ine Numeric Summary Project: TIP TOP RESTAURANT Label CatcType Units Avg Max min Avg/Min Max/Min Parking Lot FIC at Grad eIlluminance FC 1 1.13 15.4 0.0 0.00 0.00 FC Beyond Prop Line Illuminance Fr-1 0 0 . 3 0.0 0 . 00 In nn :71 Reviewed and Approved by the CommuWI1evplopment Department Date File# 2_1 611,;AU: I = OU ALL VALUES SHOWN ARE HORIZONTAL INITIAL FOTCANDLES AT GRADE M O 39 0 4 0 1) 0 C) erh 0 Al I t 8 a (''' b r,: ` IWS CN3 rp 6 x Exis ing Ro. e to T-1 j 0k remain 0 X errs:? 9 ..................f-4 . ............. E 153) Existii Euonymus to remain 0 1 vu ................. . LLJT 2 V)In Boxwood to remain 7)S-4 J ...... ........ .. (9) Existing Dwarf s,a n 00 \I Existing 1-Story rD BENCHMARK ........................Roof-Mounted Building CParcel10A ..................... ELEV=497.220MechanicalFFE=497.2 1.50 Mcs Equipment 5,017 SF TotalCD Ltihu-6.. C) Con00 t . ............. (See Note)Vassalos3 LLC I Qpul X x E t. Light PolePlanter0DB19644-184r Typ of 2)t II i-4 (9) Existing Dwarf 1, Around P11.1-10 E-132DB196'5 Boxwood to remain W' Zoned: fHC7-E& E.. 4.;A)C,x N Q) 5 0) 49 T-3 tk 495.1 x CF) 0I CN jA9.3,0 TT Ell J Exist 'I lr e in Trap (T81R) , ............... . .....S _.. - CMU WALL r-4 LANDSCAPE REQUIREMENTS New 2' 'I`anter Box ZNewAbovePatioSTREETTREES: 4' Curb Cub 30 Access Easement p E-1REQUIRED: 150 LF/50 LF 3 TREES New Handrail Ell PROVIDED: 3 TREES Q 4-)3' Above Patio MA.-Provide grond cover i oqwo E-1 4 T_ F c l ". i -L. a6perthan1,11 E I XiSTItIG, 15 " . HDPE To R - ,es ste -3 U E-INTERIOR TREES: - - ---- f To! p y jAREAREQUIRED:0.05*35,580 SF=1,779 SF QUANTITY REQUIRED: 1 TREE PER 10 SPACES a x5) S-6 6 )S-5 15S5 f T-1 Q82/10 8.2 TREES 7)S-5 ..... . ....... (5)s I 11IN h (7) S4`6 i CD1 (7)i AREA PROVIDED: 1,950 SF T 5T0, :7190 cdQUANTITYPROVIDED: 33 NEW TREES AND 6 EX.E TOTAL CANOPY: REQUIRED: 0.10 -9T965,337 SF 6,534 SF 0% p_8 > XXXXM XX.X.X.:X EXISTING CANOPY TO REMAIN: 2,128 SF Ground Cover Sho . .......423.41 IAl71Be: WM%WMM1 X X7`PROVIDED: 7,776 SF Jun6rus chine%is TOTAL CANOPY 9,904 SF Existing1 Exponso Tm 78 X :1 fl '" Includes Existing Parking Lot Trees P:n O"k al 1 P ars n s Jun i fln gg S3 heet No:Exist. End Sec Free Bridge Auto Sales Exist. Retaining Wallne5 '(A' x El To be Remove d DB 1965-32 2 -1 5 Parcel 57B ",er Sect Zo 3' LANDSCAPE PLAN 20 0 20 40 60 SCALE: SCALE: 1" 20'1 . .. ... 2 0 ... ... . S3 of 3 i I i I DA -A = M + N o Tc = 1 5 Min.Existing Storm Se C =0. 30 w O Existing Entronce F +s 01 t lid Oil "- -"N ® EW - - 7 '`, DAA - N - DA -M r A =0. 36 AC - I 'Sediment !i lJ . 0 / J Tli 5 . 0 Min. 7 €orebay1 Exist oter serme C - 0 . 77 Exis ed! ent i -- -- -- _aa, s, ss ze es: . =___— — —Ex s Trap T6R 0J Benchmark: PK Nail Elev= 492. 18 ISTIHG 15" HDP _ L I _. ' — — — — — — — — — — — — —'- — - E TO REMg1N il r r - __ _— —__ -_ — _ _ — — — _- _ _- To s Rema9 .._ in Exist End Se\ n To be Removed \ 40 1 41 81 12 SCALE: 1 40' 5 e Dominion chi Development R esources , LLC y , d 172 South Pantops Drive ChadQtte501e, VA 2291 1 434. 979.8121 (p)1i0e 434. 979.1681 (f) C9 C t SD com S