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HomeMy WebLinkAboutARB200200151 Plan - Other (not approved) 2002-10-21v TIM 78 PARCEL 73A� DD) .0 1987 PAUr'E 125 R1 , 1 ; !!��!�iilw i F,.-- I � � � � 11 Ill! " G S�TE DATA, LEGAL REFERENCE: TM 78 PARCEL 73A2 SOURCE OF TITLE FOR PARCEL 73A2: DB 1987-125 OWNER: PANTOPS GIANT LLC PO BOX 8147 CHARLOTTESVILLE, VA 22906 DEVELOPER: GFS REALTY 4733 BETHESDA AVE. BETHESDA, MD 20814 ZONING: PD-MC - PLANNED DISTRICT - MIXED COMMUNITY EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: RIVANNA SOURCE OF BOUNDARY SURVEY: DB 1987 - 125 SOURCE OF TOPOGRAPHY: AERIAL PHOTOGRAPH USING USGS DATUM BENCHMARK: USGS MONUMENT ON US ROUTE 250 SETBACKS: FRONT YARD: BUILDING -30' FROM PUBLIC R/W PARKING - 16' FROM PUBLIC R/W SIDE YARD: NONE REAR YARD: NONE MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL SIDEWALKS: 4" - 3000 PSI CONCRETE DUMPSTER PAD: 6" - 3000 PSI CONCRETE CURRENT USE: VACANT PROPOSED USE: EATING ESTABLISHMENT PARKING SCHEDULE: REQUIRED: 13 PER 1000 SF = 4,850/1000*13 = 63 PROVIDED: 77 PROPOSED USE: FAST FOOD RESTAURANT PARKING SCHEDULE: REQUIRED: 13 PER 1000 SF = 2,700/1000*13 = 35 PROVIDED: 36 PROPOSED USE: FINANCIAL INSTITUTION PARKING SCHEDULE: REQUIRED: 1 PER 125 SF = 2,400 / 125 = 19 PROVIDED: 20 LOADING SPACES REQUIRED/PROVIDED: 2/2 LAND USE SCHEDULE: PRE -DEVELOPMENT BUILDING: 0 SF PAVED: 5,153 SF OPEN: 108,277 SF TOTAL: 113,430 SF % POST -DEVELOPMENT % 9,950 SF 8.8% 4.5% 73,886 SF 65.1% 95.5% 29,594 SF 26.1% 100% 113,430 SF 100% W1 t 1. THE EXISTING SIGN SHALL REMAIN. 2. 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. 3. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES, 4. THERE IS NO 100 YEAR FLOOD PLAIN ON THIS SITE. 5. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 6. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE, 7. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS •3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE OR A DECORATIVE LUMINARY WITH FULL CUTOFF OPTICS. THE EXISTING LIGHTING FOR LOT B WILL REMAIN. A LIGHTING PLAN FOR LOT A WILL BE SUBMITTED WITH THE FINAL SITEPLAN. 8. TRASH REMOVAL: TWO DUMPSTERS WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 9. EXISTING LANDSCAPING CONSISTS PRIMARILY OF GRASS. 10. A SPECIAL USE PERMIT FOR DRIVE-THRU HAS BEEN SUBMITTED FOR APPROVAL. 11. MAXIMUM AMOUNT OF IMPERVIOUS COVER IS TOTAL OF BUILDINGS & PAVEMENT. SCALE: 1 " = 1000' P1 M�,=Qs 1! 1 to � I L ITA61 La%l T(MA I I 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE 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 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, OVER THE CENTERLINE OF THE PIPE, THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 0011TIGIN I 1111 M a roas kil " I10, WLI 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. 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 4 COVER SHEET 2 of 4 SITE PLAN 3 of 4 LANDSCAPE/UTILITY PLAN 4 of 4 LIGHTING PLAN Benchmark 500 Existing Elevation/Contour = -W/E- Existing Waterline [500] Proposed Elevation/Contour -0/E Overhead Electric %: �;•.... Slopes Greater Than 25% P Power Pole r Exist Light Pole Concrete Sidewalk Prop. Light Pole MH Manhole Limits of Demolition APPR07VYALS PLANNING DEPARTMENT ZONING DEPARTMENT INSPECTIONS DEPARTMENT/FIRE OFFICIAL SERVICE AUTHORITY ENGINEERING DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION "VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW FIRE DEPARTMENT M O] 1.(J co to � m d (MCa �C)® C) U Ul Wp� C:1 a W aw W co o w Cq o `a � 5 �02 �o o � a U ��-ACTH OF a TIMOTHY R. MILLER CERTIFICATE No. 30542 4 �,_%IONAL Revisions: NO. I DESCRIPTION I DATE Cn 3 -o m i 00 I� o N E o z O z a� LL_ U � �o a W W C U 1 o U i s C) N Q 0 0 0 0 0 0 ccS �.0 � � W O O N O O O W Cd H U � � U r � � Q Cd U N � N Sheet No: of 4 C0 co00 W Z 00 OC z T F•S 00 M ij� U F-I H o co O 0 C/] W CD Ili W C2) Li CO o rn N C:) ai o pa 0 o 9 (] r, p-, U 1.......... I .....__........_. — .. , w _ -- - T H ........ .................... ...... ...___ (,,......, t............................ _w�48 7 49~E 410 07.. . �... -- �J- s . ,......::�� . �pE �F J - �:� `t S:47 14:..49.: / _ _ r ..................... — --------------- 4 i fi ._ . :..-. - ...:�......_1_.7 .... ......... __ -- - -- 2 2. -o P n_ .Saba e __ _ _� _ _ — _ ;• _..- IMOTHY R. MILLER _ - - . _.. ::.. _.. _ - - U . _� _._ - ! CERTIFICATE N -o 9� � 17 Spac i i I Retainin Wall �' -� 4, Spa es @ x 16 ` e @ 9 x 16 i SIONAL Ea �.... g , '" !" ulldin Setbac Line- ....a._.:..,, Max Height = 6' xe— / ! el 73A2 Revisions: Parcel h j V o p s LLC N0. DESCRIPTION ' DATE 2.604 Acre / �� ��. f� � , � i o o ! B 1987-125 Existin Pipe/ To/Be Re oved N / �'�' f E x\ k k / i \ (3 Spaces 6' `� `' , , 0ned: Pd—MC o < � Y .� '` o P � '` \� N 4 S a es @ o ! ��•, Vacant P � Use: t-- � I f,� r .< . . �,, b< 5 `539.9, x j I f 361J 88J x x i _ l o JJ°fit j C� o I 4 o i f cv 4 / / / t t 5.01 Lil z / / 4 0, L 1 - 25.6' .0' 0 •0, 1 ; , 0 20.0 ,! I 7. , / N Q, I can) 5.' ' 16.0 24.0 16 '-- 5 .7 ;1 .3 16.0 a- 24, 0'— -� 16.0---16.0 24.0 - - -16.0 -- -� 0 - 12.0 - 36.0 o t T' r i _ � �. BANK � N oa I� a< r� GO � — x d W ; f x ,� � `' A FAST FOOD x x d FFE=543.00 �73q I `� / f RESTAURANT `� x RESTAURANT �' �, �, N I 4, 850 SF 2, 700 SF ` i ^ V o FFE=436.80 �' ! `� FFE=541.00 60, X:................................................ IJ , x rn v 3 ' I ! U CL j / O V o Q- i 3 i G9 x To Go 40' 78 Parcel 76 l o rj ls�s� IAA Oil Comp. , I� c. V < t �3� ' DB 7 12' i x 39.51 ; Zoned: PD u t _ C] Loading S ace 1 '`STR-3 N < i Use: I ..........� � 1 >0 12 x25 � a � I ? ; Gas 25.00, �' `-.._.— ; JX Loading Space r; : "' _ estuarant : � ..._.__ t a ft o R _..._.._, .;;._...T TR N43-22'03,;; .`I� r, tk..- - [536.0] 1i i I 10, , 10' x 15' �, Conc. DumpstterxP d } 1 + Conc. Dumpster Pad W/Wood Fence Encl. \ , ' 4: 20 San wer I ,,- W/Wood Fence Encl. , Easement \ 7- 15 City Of Charl DP 1987-114 ' t Gags 2Line lase D 03- _ TR _.._ ..... _.......... ti 540.8g x [541. i 43.2 Spo \ ; 1 paces @ 9 x 16 CD X 12 paces @ 9' x 16 i m_ x STR-=1 _6.%-- x [5 5] X .. N - _ \ - ---- --- _ _._ I t� -_ FH , . Arc _......_-. 47 _..... . ----- , ...... _. ::. : ... .................... _ I r. - .... .... i r ............ ...... .. --- — ..... .. C� 48 �8 ....... ....... ..... ...... ......�.............. ..........._: :.. 7 .' ... ...::::...:.............................. . I r .... ... ..... ...... ..... ....... Abbey -•--- 1d ..:: w: (Private) —� � 0' Ingress/Egress �\ Easement DB 1987-114 \ > i > _.._ _.....--............................................................ ..__5 3 8 �: _ = .............._...._.._-------..._..--...W..—.._ � i a -- ---' Drainage Ease ,y 2 Dralna 7_ . _...... _...._.. _.. , Wa ae................................... _ T 7 3�...1... t.erl;. DB 1987-114 1 '0.'...... ,... -- Pantops G2ant, L C Easement fr' ;: DB 1987 11 4 1.0 I i 12 5.:.._:........................................ f i i B 198.7 one d: PD — C Z M ' r 1 540 — t.. 20 0 20 40 60 SCALE:1 = 20' � fY W T m v V 1 o U 0 CD cV o 0 i= cn a, 0 0 0 .� W � � O O O � O O � Q CO !�f C � Q w Cd w U N N I--I--i O L n Sheet No: 9 j 12 paces @ !9' x 16' I f i 1 r , f i t . ( �.. ��.... �` ... ....... . ........................ .... ..... ....... ...... .......... .... . ...... .... .. .... ....... . t�..... .... .. ...... ..._ \ - 1 i t .... .... -r i l i _. __ .._... , 1.. _.. ,.. ......... f..................... �. ,. _..: ...............:....... 4 9....E .. 410 : 0 7 r . _ _ . > ...—__........_............ ..,�-._.-_.... .,h : S47 14.49E / _ ! f......................................... _...................................... _ ----------- ------ ............................... / ...... :::::::::....._ -...:. — _ _ — —. -- — s 06 2 2 7 6 ... t _ F= T- T- - - T- T- - T- T- - - J T- T- i -L.,/� ` ... -- .. x x x� .......... S2 4 0 4 �T4 T 4 4 _... T 4 4 T4 - 4 4 r i 4- P n S@ e Ll _ Ali , - i o - f• . r it �� �, T-2 T- % t 00 r` uildin Setb F �o ,- , Parcel 73A2 `L i -CD f Ito s Gianl, LLC Iv- ; 3 2.604 Acres CD li DB 1987-125 -- I f '` / i �t i i Zoned: Pd—MC r .^ i / "/x T-1 T-2 T-1 T- - o -s Use: Vacant mot- ; CD cv Q ; i 5.01 z o 8. T-2 5.0' 1 25.6 f 5.0 8.0 4.0 +:.............................................. I r 16.0 24,0— — 16. 5 .7 ; q3 16.0 24.0 — 16.0 --16.0 24.0� 16.0-- 0 — 12.0-- 36.0 l 9 i q ( ...... I BANK I 2,400 SF + I CC)v, . � �, I / �, l i , ( FAST FOOD Q fr RESTAURANT / T-2 I RESTAURANT Ln;, •� N ' �— d Rrn Qh, _ f 9 'Inn Cfi' + n T-3 i LANDSCAPE REQUIREMENTS STREET TREES: REQUIRED: 1,200 LF/50 LF = 24 TREES PROVIDED: 26 TREES INTERIOR TREES: CANOPY REQUIRED: 0.05*114,998 SF=5750 SF QUANTITY REQUIRED: 1 TREE PER 10 PARKING SPACES 151/10 = 15.1 TREES CANOPY PROVIDED: 5,885 SF QUANTITY PROVIDED: 23 TREES TOTAL CANOPY: REQUIRED: 0.10*114,998 SF = 11,499 SF PROVIDED: 13,075 SF LANDSCAPE SCHEDULE TREE BOTANICAL & MINIMUM HEIGHT QUANTITY CANOPY TOTAL CANOPY KEY COMMON NAME CALIPER PLANTINIG PLANTED 10 YEARS AREA Cratoegus Phaenopyrum T-1 2 1/2" — 7 201 sf 1,407 sf Washington Hawthorne T-2 Sassafras Albidum 3 1/2" — 18 194 sf 2,492 sf Sassafras ..................... --...... ............................... ........................ ..................................................... ..................................... Acer Rubrum ................................ ............. ................... ................................ T-3 2 1/2" — 11 314 sf 3,454 sf Red Maple Zelcova Serrata T-4 2 1/2" — 21 490 sf 10,290 sf .................................................................................................................................................................................................................................................................................. Village Green Zelcova S-1 Spirea Bumolda _ 18 140 — — Cold Flame Spirea ................................................................................................................................................................................................................................................................................ Cotoneaster Adpressus 12" 195 — S— 2 _ — Creeping Cotoneaster Total Canopy 117,643 sf 1 1 20 40 •1 1 co Q0 CO W co a) ME— Cf) U H coco o W •- CD a i� w H H w co O CQ O ';:4 5 m H �i (Z) rn � o 0 P-, V L T H TIMOTHY R. MILLER CERTIFICATE No. 30542 s! EaG\��ty ANAL Revisions: N0. DESCRIPTION DATE 3 m I a r\ ! co 00 0 r- N Q Z Z � O O L Li n C 3 cV O p C N � O Q N 0 V C/) C 3 O Q Q lV v 1 • �-<.lJ Fyn W O O � (D w w W Cd Q rz� Q) rr1 H ^W H � � U H • r-1 Q � ,- O cd W � � Cd ~ Cd V 0 .o •H El - Sheet No: 0 1 Type Site Mt r Roadway Series Catalog No. Horizontal Lamp Cutoff Luminaire APPLICATIONS .- • Buil'.:Ijr g Perirnot(;rs, Parks, Recr' cat€UI"1 Areas,��ar lr'!() Areas, 7•�" >.•r r c 152.4rnrn (1 �0:5ntrt�) taad'.,.�ays, ,indoor E"ales Afeas, 'Spurt Gourts, Outdoor t ? ............................._. Areas. I CONSTRUCTION AK « Pr. osjf;lj'} r_1ie c c7st alp liT':Ir"llar3'`: ha,Lising. * 01'16-1 ire c oe fully gasketed die-cast alurninuni lens fran-te, f,165.1min) W32.6rmrn) « CorlStr ur [:or3 and Chas ke'tjng prohibit di ist. Moisture. and bug I e n t n « Tcollr s 3 entry into I iourilnrffla -rip rahG!€r<ber via docrllF.aris i.76,Zlrirn) i T 141' frarlae latch. r-- (374.6frim) • Corrosion resistant Duraplex li bronze p„eyes er lac --;Wer - -` cr:)at'cd fjr'ilsh. • Optional r,.ie signer finishes available. See -parse 281 in the EPA = 1.5 sq.ft. ELECTRICAL 150 to 400 Wait (MA) Metal Halide Porcelain spring -loaded 4KV else rated socket-rriogul 100 to 400 Watt (LX) High Pressure Sodium High l=':7wer 'r-actor [,;'VVA, ballast. • Pectrical cornf.xments rr,,ounled to hinged ballast tray. (50.8nii l) • Starting per, t err 40' I-4 -.........................`- 2.7" 4:a„ St G. (- ter -ire: Li{f,i--1F'S{- F 0`'C:.� � I(11.In�7-Et) ..... MM,.'lH)-20 P` 3"'Y(., j i ,5�3.s3rrun) h ,: j. OPTICS '= (50.81,111 , I .43" • 0'ne piece hy'rlroforrnF. d anodized shirr inum reflector. l (11.1rr,rnp 2 ! Type,- IV reflector incorpor.,Utes segniented inserts. 5r);81nm i • _ i0 V] MA Type 11 <:and IV optics require reduced ouiter L- 2•acketed lamps. (152,4rnrn) f 10' MOUNTING • Factory « stalled die-cast alurriinurn arrn. ArrivUritclra€rte:rcai1€r€Cr 1pl'r:tatarl�er via side cCcfa3. 130 9001 Rogisterea • Key r�,,lot design frovidens of ie person €nsta lat€ori. « Hands -free :filiring. WARRANTY/LISTINGS • t,ll-,- 15 72 li.-;ted for wet [(:"(,;a ir:lrts, • Pu1.1,1i, hed F%.,e yes:ar IirYaitecl vfrarri:anty. 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L. 0,0 i .r'' r-i ri�i'' 0.0 .0 r0,r- 0.0 0.0 ❑ U 00 R p G 13 G U C3 G a p U 1:1 G U C3 p 0. 0 0.0 M 0.0 0.0 0.0 0.0 0.0 rl 0 0, ri ri r1 (')'0 0.0 0. 0.0 0.0 0.0 0.) 0.0 0.0 0.0 0." 0,0 0.0 0.0 0..) 0,0 0.0 p R G G 0C' Cl U 11 p ❑ G U ❑ C7 G G p 11 p �s.0 0,0 ­0rJ' ti.0 IJ.O 0.0 it.0 J 0.0 LrtT�t.• 0.0(i.rl--di'Z-?'� 0.'J 0.0 0.0 0.r3 0.0 ExceLine Luminaire Schedule Project: RIVANNA RIDGE Symbol Qty Label Arrangement Lumens LLF Description ---- 20 B SINGLE 19100 0.700 SMR253MA -�] 13 C SINGLE 19100 0.700 SMR254MA ALL FIXTURES ARE SHOWN MOUNTED AT 18 FEET ABOVE FINISHED FLOOR ExceLine Numeric Summary Project: RIVANNA RIDGE Label CalcType Units Avg Max Min Avg/Min Max/Min Parking Lot FC at Grade Illuminance Fc 2.36 9.8 0.5 4.72 19.60 FC Spill at Street Illuminance Fc 0.02 0.9 0.0 0.00 0.00 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT FINISHED GRADE ALL FIXTURE TEMPLATES ARE SHOWN AT 0.5 FOR REFERENCE ONLY CALCULATIONS DO NOT INCLUDE SUPPLEMENTAL LIGHTING FROM BUILDINGS, STREET OR ADJACENT PROPERTIES LIGHTING FOR BANK CANOPY AND ATM IS NOT INCLUDED IN THIS LAYOUT 1 1 20 40 •1 ■ o ■ l: E 1 CD COco W CO Z co co CO � U T 1 Q CD Pq P-r a��. w f� w ro o C\2 co a� co > 0 v a _PLTH 4F�i ' TIMOTHY R. MILLER a CERTIFICATE No. 30542 ssi ANAL Revisions: NO. DESCRIPTION DATE 3 m I 00 r- 0 N � o z I J O Z L- U � 0o m Of T m m 'p � o U c L O CV o °J b3 o C 5= 0 0 0 �.0 H U O 0 q Q H H Cf) �-€ U H _-� !�1 O VV � � CIO ~ h r (� 0 ri N w o 0- Sheet No • S4 4- I