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HomeMy WebLinkAboutSDP200800029 Plan - Approved 2008-02-18COUNTY OF ALBEMARLE DEPARTMENT OF ENOINEERING GENERAL CONSTRUCTION NOTES FOR BITE PLANS.FOREST LAKES SUBDI Revised: March 1, 1992 1. Prior to commencement of any construction within. any existing public right -of -way, including connection to any. existing0REPRESENTS17WHITEPINES (4'' S' TALL MIN. AT -PLANTING )road a e it f idprmorsa construction shall be obtained frome •N j THAT WILL REPLACE THE EXISTING ONES THAT WILL HAVE TO the Virginia Department of Transportation (hereaftermac, ......,• . •' +•*' I 1of. . I >,NEw V5V I? BE REMOVED BECAUSE OF ' GRADING- - TO BE PLANTED 15,' O.C.. abbreviated v.D.o.T.) . j/ ~ '• 1 1 ` / NOTE BELOW C A.,1 W1 G' A(_ 2. All paving and drainage related materials and construction FOR N y -_ -_ methods materials to current specifications and standards of V.D.O.T. unless otherwise noted.S CE '••) I1I yt' / i ?y CTS + F ' ~~' _` 3. Erusion and siltation control measures shall be provided in II accordance with the approved erosion control plan and shall1 °i•• / // ` II I S1< LL HAVE ALL TIM be installed prior to any clearing, grading EXISTING 3" CAL. W PINES - --D ter • >t P BEE NOTE BELOW A PI ' - - ;_ a - •- • ---•'° construction. g g or other ad I TO REMAIN C 4. All slopes and disturbed areas are to be fertilized, seededfonWIDTH - and mulched. Maximum allowable fill or cut slope is 2:1.a`,.• / i N 5038 Where reasonably obtainable lesser slopes of 4:1 or better ye . 'DITCH DETAIL A - B - C •_ _ are to be achieved. - - -e C 3 a , • ,, • '` // 88.99 \ All drainage ets shall have a 2 -inch al depression. Cr 5' 0 1 ~ - q,r l '~FROM A -B: DITCH IS TO BE A MIN. DEPTH OF 1' R S.00 7/1 5 • a e i1 loc a tla°UTAD 35.00' 6. Paved, rip-rap or stabilization mat lined ditch may be >v: NWITHAMIN. BASE WIDTH OF R_- 4221 , \ required when in the opinion of the Albemarle County Director - 2 Z JLNG' I , I n J • , NY , *FROM B -C (STRUCTURE): DITCH IS TO TRANSITION TO uNflE (G y' a.:.. A BOTTOM WIDTH OF 6• AND A DEPTH OF 0.6' /_.,,Ay` ^ CJS/ -- ppWEa (+1 ' E ISTING D.I. 38 LO' N To BE to' }` L` 5 R "' . Q pp K1NE O LV R 5 0 of engineering, ze his designee, it is deemed necessary in R N ,order t stabilize a drainage channel. - LENGTH OF TRANSITIO / A ,C+ PEEN F • rj S 1 "' . ,+ 9 I PROP pEC -2 SHALL BE USED FROM A -B OV A A t a ffic control signs shall conform with the Virgin a 8T 6' OF THE TRANSITION OA pl . • • 18 e D r . 14an 1 for Uniform Traffic Control Devices latest ad ton.AND THE FIR oP 6 AGG8 / W FpR Sj:.' . _ *WIDTH OF EC = 6' 9 _ 8. concrete p shall be reinforced oncrete pipe - Class III. T .. 1 ` ` PT WID G -t l A ('„ S o R - 60.28 I ,' AE O S O 'l+ gY S E • 9 ' o p VIN A plyNGIsI' A HA P ON ECS'' / u ess otherwise noted all pi a E pt -12 2 CP ' .00' s,oP . ORS p b r •. A4 T . M . 4 6 B 4 , PARCELGEL 8 All excavation for underground.pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Qti; ' . eEoo`vE6, '" ' ' , g /' 9 / gL D.S. Part 1926)1 ZONED P. / / OWNER: LAKES ASSOCFORESTLA ,n1 ; Vi'''i "( ";i ";, ,,,I' ,,,. , B •,• . t: /IT OW TO ITeH •; ' i•.•r 1.84 acres /P G FL ED D :--,- - s ,VICINITY A R pO Rp g 5 00' , SO'R / G ACE P'll- o THE . C 1" = 2 MILS -•. S F TRp.0t M Cs JGWE e ` a , OUT PARCEL 1 1 p1RCTHe gT6Tftu / 1aTIN I pow pQ1T1QN .INTO p.l. i2 at PROP e = O Opuce 5g.'S3 w / OF THIS / i s C a NE EROO /c s a o W b' w to g, < CPA SIDEWALK ,p101ENl Z B m " a ^ INTAIN N ' TWEE G1+. 1 1 , WITH Ie+ I u r, ` S SEPARATION BE MAX• - 22.0 , 1 , t t f %: : :•F fU RE D vEL D Q` / w cE W S IOHT ,.. 1 20,0 t 1 ;. s• .:.t; SU ONS pE• OPE W TEpION p NOT TO EX i ; a F'RE G t ' G, V00"t ofii ,,.;, T PARCEX11 SOAS / J _ S 40 .39 27 PBOPOS NA 00 NpICAP pAM s/9 a l X1cv - I1NG IEXI t I p p . . ,$• By FOREST © LN` J-- v Ig3.48ou DET m •R ; i ; ,.:. i s . T• 8' 'S / S S v WSS k E DITCH o v G1• F• _ i 5 . T $5 'F.O - i i ,,tt 1 , t ' t t gEMT , G( / PoLEB T1PE6 SE C 000 S u 9 0 1 1 Car'' 50' s; >:•... GG -12 N SEW. EA / / Z TING TlNO ED . 13 Lt Z• rA9. -' 1 1 ` fir.;:... 8, Z Q OPO o IATON O 8E Ex lr iJ ° ` / TINA F 13 1 w i i c `. , HEEL / / L1JPaT lal+ . EXI T EN A 1 IS F w • ••• ' YJp,)rK .= t ?aF •rORM W ( - r•; .'.. Z 8 f X D ; . NC Z U Z 1 IxTUaE ON SYSj pROV1DE AIa z ° wd 8i rj6 i ° ` E s g t 5° N MP ;K. F • :f G S oPS off• Reviewed and Approved by the U W 31 AS ? TCH be P1° y+ '• ' RAa o ZGAG °' lw S ` " Oommuni Dev paDIRF EA g0 AN'r S sirD wNP1 3 W .0 t L S 1 , ,: - :. 4O Q' / ty elOp ent De rtmerMt cc _pN pR pL FA p, d O 6E , ;GA U eD ED AB/• PA ,8 p T 67 o / Date: G_UNDES SHA PROp05 d T M• Ap C GQ1 +d "'° cues 6 ouYAcEBS G6 ••:: / 3' GRB °' k k r ' / / / Flle#: C 1NTO FOR A $4 90 pI,AN 13Y '\ s p EXISTING TO PEaMING LOT 1 . •.- RAC N cuT 2 0' 1 - Z W WpT .; S , 111 O REMOENEW PppKI `' , G! PLANTE • r o , ,. `J0 t I- Z N C .1. 3 2 20 N i' To THE ', AMP SY YY / cc AA o t N rr• Cie Wau. CLL i6ga, p or :GKDP rt3 Q :.t -: t• • / / GRAPHIC SCALE <U1 •,: a .372 R$N oG o ,, %: CEt p1 N I ' i W i 65.00 y 2 R37. t / (,v Z = o a3P A p .N P ru' 1 3 T E.P • , f1 •x.. / so 2a 60 ,ao zoo f " oB , 1 . g,C ppR ALD a s ,;::• ••• • t,TYP) Q 5 . o I 0 P • TO' LOCK$ N , V't: ppEWA ' AN 'NEp • -Z N ' B M , PEp B '` *• N SITE FRt U e ° ' PL ( . C. SOYA i6 .lr s^ ,r n ce -- Zp JA A " 1 OAK F,X agS j pIt14N R U 1 p ' .. "`'W < 4' %:. /4 / / o CL r. N W NER : ILL A AG NE Ao b 5Db ,: , ,s O •W , OF / g R25.00' , •w' v E `4 2 6• GAL. o MIA Q / <' `r. > RI pROVID z• I'aE. ROP1 PE 65.00 6 $ :, ' i inch 60 tL LLJ w _ O p1CTT $ \ PIS' ,P'•: _ 2, 6• C ' NP R37.50' :x, / Y J N _ or .. . ^^, • f NG L Cj RK OC ZK+':''r n 1 Ep ppR NKING SP ,, I 40- 65'p0 IsTING 4 O 0; y Q Q W ..POS pA 5Eµ c • s J .fit ' .r 1 PRO %0 % AX KING EA Rp,l a. g500 B I R8.do r c DSO ,L1DDp.R p ',,I 56 A p ARE R OpOSEpUNO SHOE < W TYP1 TY ?1 DUr PAVIN • 0J4 O W oc ISK 1r1NE `AR ': i sAND° O / ,, S`~ ' ©a (»Id!v5 py4.opi 6;iGN Ar Minj,v L14rQUvCr:_. - m Z 0 g0 acres ' ti , ••e S Ho w >" o Sol TYPE PER / LLJ Q eC5 KING V.01 c 1 B S10 LNG / G SP pR CANTER R CG- pARKiNG pEO b 4 `' APPROVALS CMG 3 A pp,VINpOppgED P ( UR A p o t p1CPL INON R8.00 Av POR GG. Bp`ge HPt-T 1'DU Y , ; a E: TING SHROA BE 30 O / NOTE: ' o N 1 s A a5 SUFw - F.P N °Y L1 °M o e d/. j LL tes , ..2. •6 '* pN 1 ' ,liG '1A1 ' G FOR O A DRE pO Y ERIT S RY Q' O1' ,yti/ / CURBS AT SIIDEWALK BY SITE CONTRACTOR, DE T. F IP • NN G & C RE OFF L &V2APS $ LaNTVN OT TO mW . cT ESSArNp' Gp OUTgIpEpRXING D pE a•e o of DI ADJ NG NCL l v / SEE BUILDI PLANS FOR LAYOUT. CO U Y EVEL PME T z" ' ' ° .E : AI- OPOSE Ep p S f y u v a G }IIELo R IGNT OR COCA / ylI(31l"'' .r0 N PE DIREG ApsA 32 mcj ; s u S O pU ?DOD N / / Q• / Q 1~ ARpER J %E u • TS P ON PLA P /w R 0' / GUARD POSTS AND CONC. RODS BY GENERAL DEP . 0 E NEEF ow VIRONI EPT• T CONTRACTOR END OF C.G.-2 / :. HIGHWSLOPELOTAWAYFROMFRON s p LEAST 30 /1 OF STORE FOR AT ''e BEGIN OF E.P. + U Q PI-AKMAXIMUMSLOPJEOFLOT ,".. , b b LEGEND ' 1 -----------•------------------------------------- -+'- - _ '`- / ' 3 n FUTURE ROAD BY OTHERS h CURB 8 OUT EM - TYP "A" CURB GUTTER _ /VI Q'ti 4 TO BE REMOVED n a TF,p.SYT - - A E AR E 0 ' INIA D OF I EXISTING, STORM" - PER V.D .O. 40' / TOTAL BUILDING AREA 54,678 S.E SER ICE JITH RIT A TH 239.05 / C C N 48'56'14" E S148'56 " W 205.00' ' S '56'14" W 176.23' ' C 2-WILLOW OAK EXACT LOCATION OF I TOTAL PARKING REQUIRED:DEPT. OF ZO G 1'AjrPpe W M 2,g• CAL' BE FUTU BY 54,678 S.F. (5.5 SPACES/ 1000 S.F.) = 301 SPACES REQUIRED R35.00 M I l C I LANDLORD (TYP) / 306 SPACES PROVIDED (I.. ..._ ••~rfT .. o rrh C Parking Requirl'd_ -73 it v L , v TIGER FUEL CO. I -- + NOT a 30 CROSS EASEMENT FOR AI - coo ALL LANDSCAPING TO BE MAINTAINED o pINGRESS / EGRESS / Parkin Prcvic.d_._ 30.x.__TAX MAP 32 1 I & REPLACED SHOULD ANY DIE FOOD LI No, INC.aj PART OF PARCELS 36 AND 42 `' s 0 c w.Parking Ratio °-'°I' FZSREST LAK o p RIVANNA MAGISTERIAL DISTRICT AREA COVERAGE Ch By; u nl L X15 A.SSOC• ASSOC. N ALBEMARLE COUNTY VIRGINIA BUILDINGS & CANOPY 58, 549 S.F. ta ) n 4 N U z PARCEL. PICK -UP DETAIL I OUT PARCEL 3 ; OUT PARCEL 2 . ! PAVED AREAS: 143,057 S.F. (eO%)3 0.898 ACRES ! 1NITIALLE alyp 3 1.134 ACRES I T.M. 46134, PARCEL 2 OPEN AREAS:FQGia 0N Landlord lkiia C SHOPS' io '' D.B. 1120, P. 445 TOTAL AREA: 240,705 S.F. r , I P w ,tbn or ctwacf 1:4 LTrclu Q I i 40' BUFFER ONE P Q NOTE: Outiots are not approved for PAI -ltiElP`• ___ _.__ Ax- c•" ...,w I users involving drive -in windows z IIKO , E. Dept. Dele u16 ri,,) a ,, , L „ ,,,,n LI ' z I Z upon approval of this plan R = 35.00 o ADJOINING PARCELS VACANT AMENDED SITE P L A t L = 52.64 THIS SITE LIES WITHIN THE Cow. Dsp1. Dell 6.E ENTRANCEFOREST . LAKESy . .,a +' oIU16 41II1 wNln olI rcatow , 63.99' 6.17 CORRIDOR OVERLAY DISTRICT 5' 70 8 t 98.43 130.0- ; „, N 45"15'0 E N 48'54'25" E ZONING PDSC, ZMA 88 WITH PROFFERS SHOPPING CENTER 1USETHi. DETAIL IN ITS Erl•rlal;7Y )N OF Fcxn.Lla -- S 457507 W ,' BENCHMARK: USGS DISC. Y -155 LOCATEDLIMITOF20' N 48'56'14" E WORK ALT" p 12' TURN LANF 0.2 MILE N.W. OF U.S. RT. 29 ON RT. 649 DEVELOPED BY McKENZIE PROPERTIES Inc. ELEVATION 587.866 M.S.L. Gr/ S. HIGH 29 , ` _ _ NER OF RECORD N. S. 1114111M. O. ,trTOPOFROMAERIALMAPPINGBYJ.H. JIH BELL, , CERT. No. , • , INC., 1986 54.17.3 (a) 655 ? KLAR JA -ZAN LTD. PARTNERSHIP , -17.3 (b) 78 oa, VI, ; HEAVY DUTY PAVING (SEE SPECS.BOUNDRY SURVEY BY ROUDABUSH, GALE P.O. SOX 9035 '`11 /40 LAND 4 8463 i -CONCRETE (SEE SPECS.) do ASSOCIATES CHA OTTESVI E VA 2290a q4 GUARD POST (SEE SHT. C PAINTED . TRAFFIC ARROW ( SEE SHT, C chi NN ASSOCIAYIO N. WITH ROUDABIUSH GALE & ASSOC.,I NC. FOR WATER, SANITARY 81 STORM SEWER PL ANS SCALE: 1" = 50 sheet: K 0 U V 0 . C P6/_kV0N0 P 9= [r U V -DATE: APRIL 4 , 1993 Ye , Toy ".f ., k -A , L EXTG jl I G.P.O SING TRANSiORYER & CONCRETE PAD REFRIG. utu /tSMLKT CHASE CLOSET 12 SINGLE BUNKER DOUBLE BUNKER STOCK TRUCK S HANGING SCALE B BAG RACK a FE FIRE EXTINGUISHER HOSE CONNECTION GP NEW GUARD POST aGP EXISTING GUARD POST C::]NEW EVAPORATOR L —FWP -J EXISTING EVAPORATOR E00 NEW AIR CURTAIN @3'EXISTING AIR CURTAIN CMU WALL o METAL STUD FRAMED WALL o NEW POWERED TRELLIS NEW NON- POWERED TRELLIS 0 QTY: 3 CPC -24- FOODLION 24" CHROME CORNER POST WITH DOME TOP Q QTY: 9 UNI -GARD -26.5 CORNER PROTECTOR PROVIDED BY FOOD LION, INSTALLED NOTE: ALL EVAPORATORS ARE EXISTING, UNLESS NOTED OTHERWISE. Architecture Interior Design Land Planning Project Management PALY H 4; Revisions Project No. 0864FLMKO8 Drawn B M. BARRON che&ed B E. BOLLENBECKER Date 01 -16 -08 scale 3/32" = 1' -0" REVISED EQUIPMENT PLAN File Name 0864A1.01- 00.DWG A1.01 3 or 16 Comm. No. 27071.00 pz z O o Z J o o ppa Q UM N Revisions Project No. 0864FLMKO8 Drawn B M. BARRON che&ed B E. BOLLENBECKER Date 01 -16 -08 scale 3/32" = 1' -0" REVISED EQUIPMENT PLAN File Name 0864A1.01- 00.DWG A1.01 3 or 16 Comm. No. 27071.00 EXISTING EXISTING NEW CON BRICK TO PRODUCE NEW EMEI SEE ELEC NEW D00 AND STOI AND SCHI NEW CALI NEW GUN AND TYPE CONSTRUI NEW CON NOTE! ALL FACETS OF RAIL AND RAMP INSTALLATION SHALL MEET ALL CODE REQUIREMENTS 1 1/2" DIA PIPE RAILING PAINTED. COORDINATE COLOR W/ FOOD LION CONSTRUCTION SUPERVISOR 1 1/2' DYL PIPE RAILING PAINTED. COORDINATE COLOR W/ FOOD LION3/4' SOI W (VERTICAL CONSTRICTION SUPERVISOR PICKETS 0 4 11/2' O.C. MAX. "EXISTING 1 1/2' DIA HMDRAIL PRODUCE MOUNTED TO COOLER 3/4 SQUARE VERTICALGUARDRAIL, TYPICAL PICKETS 0 4 1/2' O.C. MAX. 4" 63 1/2" 1 1/2' DIA. HANDRAN. 6' DLA. SCHEDULE 4D 1 1/2" MOUNTED T1YPICALSTEELPOSTFILLEDWITH T CONCRETE. MOUNTED WIGHT 11 DVl PIPE RAILING PAINTED, , COORDINATE COLOR W/ FOOD LION 4" 63 1/2 4' -0" EXPOSED ABOVE CONSTRUCTION SUPERVISOR THE FINISHED SURFACE.4" CONCRETE RAMP SLAB WITH 1 1/2' DLO. PIPE RAILING PAINTED,PAINT 'TRAFFIC YELLOW" REINF, ON ( TYPICAL) CHAMFER EXPOSED STRUCTURAL DEWGS. BARRIER, SEE SEALANT COORDINATE COLOR W/ FOOD LION CORNERS, TYP. CONSTRUCTION SUPERVISOR Q 4 EXISTING WALL OF STORE. SEE PLANS • 4' CONCRETE RAMP SLAB WITH 1 1/2* DRIP EDGE 1 " j115 FELT BOND CHAMFER EXPOSED RENF. ON VAPOR BARRIER, SEE 6'x6' CONCRETIE CURB ° BREAK CORNERS, M. STRUCTURAL DWGS. Dum p n= WITH 1' CWIMFER CROWN FOOTING TO ! NEW lAiO FROM FLOOR _ EXISTING WALL OF STORE. DRAIN WATER AWAY CHAMFER EXPOSED 0'-0 A F.F. is = -- ^_•x x x ,— .X>- -. 'x — x - x — x ' DRIP EDGE SEE PLANS FROM BOLLARD CORNERS. TYP. i ' II DIM FNDED FLOOR ° u _.__ = = —==3 6"x6' CONCRETE CURB 4 WITH 1' CHAMFER Ilia EXISTING DRIP EDGE I n - _ 0' - 0 A.F.F. PAVING •I I II x - ==s = =- _ x i ' x ' x . x x - 4: SEALANT 1• •1111 I I— III — III —I I — X I I — III — I I _I I I • . . 00 _ o x _ _ x x x III — III — III I I — III — III — I I _ I I I SEA • _ —_ =74` O O 4 4 I d — _ = x = =- >! — x' --r x ' x+ . — - . G.C. TO FILL PR FAREA W/ tit. r ' — - - - - - - C.C. TO FILL THE AREA W/ ASPHAL AS E ELD 4 JILLi 141 I I III —III —I I —Ili —'' ASPHALT AS PER FIELD lal III —I I — III —I I —III — I — I I —IICONDITK)trS = CONDITK)NS G a Q BELOW FN, ti . I; - 4 . DHOW FIN. FL o .It. 4' DRAIN FIL ! LI I_ I —I I — i I — III — III — 11 = I I " I I 1 = I I - -_ I I LL ___ III — I =_ I I 1—II'L L 11 it COMPACTED FILL 11 COMPACTED FILL FOOTING — _ • — _ — a' CMIU GROUTED SOLID tl - a' CMU GROUTED SOLID ab •II• BELOW' GRADE • dl: BELOW GRADEI— i —I ( IL. 1 — I ( 11 — III — III - I — I II REINFORCING, SEE —III - II REINFORCING, SEE 11 • a II — STRUCITURAL DWGS - ° STRUCTURAL DWGS 4) 4 — III • • . " 11 - -, I— III — I — I I _ I I • . • -1– II * _ _– , –.__ –. „ _ _ _ _STUDS 91 ..' ° 91. '° SUSIITRU D 91, ° SEE RUC RAL DWGSATTACHEDL - III —I I a. II • III — III — I — III 4 . I -1 I —I ° II _BOLLARD _ a •. __° II _ _ _ II ° I — I I I _I I I_ I I — III =' -' j .III_ _ • – —I a = I I =) I— • — a Q 1 1 1 1 1 = 11 = 11 11 = 11 =1 11= I I , I I 1=1 I_I = 11 =1 11 ',; I I 1 =1 11 =1 11 =1 11 =1 11- 1 I — I I — I M I 1EI I 1 I; 1 I I ExISTINiC FOUNDATION — I I _ I I I — EXISTING FOUNDATION IDIAMETER 5 BOLLARD DETAIL 01374 = 1' -0 2 ELEVANTION ® NEW DSD RAMP EXIS1 EX151 NEW PLAN SECTION 0 4 NEW DSD RAMP A5.01 3/4" = 1' - SECTION 0 3 NEW DSD RAMP A5.01 3/4" = 1' -0" Architecture E Interior Desi nPRODUCEg COOLER Land Planning Project Management 115 FELT BOND BREAK A`7 H O , og b_11 Z o o o c c ^°. y O 4 • W F o o o a z o0 RIevlaione Project No. 0864FLMKO8 Drawn B P. BARRY Checked B E. BOLLENBECKER Date 01 -16 -08 Scale SECTIONS & DETAILS File Name 0864A5.01_OO.dwg A5.01 15 or 16 Comm. No. 27071.00