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HomeMy WebLinkAboutSDP199400023 Plan - Approved Major Amendment, Final Site Plan 1994-06-30"Ev 10H To COMIA145WE 'Ali S NY OF COM MU01 ION -WrTMIN-ANY"EMSTING, ILLI C FllGf4*T OF "WAY, INC LUDINT-010j"ME(AlIfAq TO A Y ExIlnLNG F10 AD, 'EI , 1'"48WALL VE 0STAINEMY-FROM THE "ARGINV, Fi?jirY FOR BAID CON3TRIM T OF TRAMP-OffATION (mu"sp'n-sm A-ZeFinvipyF�v V.D.o.y. L PAVRAG.04ND EIRVINNAGE REIAIMD JAIIATEAIALIS AND WN-alfRutilloN M��,YHODsi A,�j Co rIARV1,13 Or D.0"T. fjr()pkj To CUipRi.:MY AND STAINE V ollin'-pom a S, NM 5D, IY310MAND 8,11LTATION 8HALL BE PRO�Arjr-M IN a. on 'H scM P;urc 11F.D FAII01M TO ®Y CLr RAG, GRADJM�, M- E -,13j i�T 'T LSL '13PI lfflle�:p RE 0, rlt jLCHSr_i. kW,_,X.IAAUM AiLWJAELE PILL OR CUT SLOP Irk -:L J E HM Y n'All kL.E LVZ39R ZLOPS:30F 4:1 OR t-MMSP, -AlRE TO 64 ACHIEWED, L 11-HIPM-13 3-W11.1HAVE A �:" INCH LOCAL DEERE 331014 kffilmii ill'tiAlW-18S 0114' MIN. vyiv on pa, rviib Lwal rm M;py ME REQUIRF-D"WIML-N INIMEOPIN10TOW 0'j-Y'yqn; PuAiv45_Ep.ws, om, I-jja mnauwAr-m-a, n- ta EvsvaiL "'S CHANNOL MER TO 3WElLIZE A V-PAIjW,,_i L TRAFFIC GrY4TROL 3113N3 &MLL CONFM IWITI-41'r18- ID'S 6113,6I 1p, WINUAl F na Dpwckia, ORmm,,cm.. "-PpO;' MW�IEAMFNMWALCWUPIEN. PIPEMALL9- ROMPR EEl X1 iCASTIE PIPE otm-8 Ill. L 9XICAWATIrM FOR, UN M-ESS,0UMD PIPF. MMALIAN KA MLL GOMM WITH W;1A 'Ap4D,9\pL4s FCv' Dum ri A pinit:. !ON INOU AY (;A) (,'F P Fl; ivit). 11-: CWfYRACTOR 6MALL 10'0WR ALL DR.MEN31COM AND 00ND;TYXA3 YE AND REPORT All TO YMe. Ar.100s LIGHTING 13 L, BE DVREI'TM MWAY FROMROADAWAYS AND ADJACIlk' ff V,J'PEkTfF_3,#14rj VIELDFM IMIrERE"' WO EV -A&W. LSERVICE UTILMSS A.R9 TO EE PLACED UNDERA'3FKAJNZ� LIEU OF (yfigloRE-Ts STORM, DRAIN PIPEAD3 CO°I FIXYE TuMENE "I -; r r - I s M SE, u 8 0" 1 iq C, 0 14L � t, 11 Wno itm vv r v m ai! -: p-, cA iq ti T y ? F,_n - o ER AND SEWER GENERAL PLAN NOTES AUTHORITY INP EE(7,0RI'St. THIE CONTRAMA WILL BE RESPON FMBLE; FOR NOTIFYING THE PROP-ER-=RVICE,A,.U'fHOAr-rY OFFICIALS AT TIDES TAFMOF "WO IC ORALONGTHrE LINE OITTMIE OH trV. P IWORK APE, NMI _8-3ARILY WN OW - THE PLANS AND WH - -- 3 ACWWA ARE ONV-1 APPROXIMATELY 00PREA7. WE CONMACTORGMALL ON H18 0 WN INITIAMME LWAT52 ALL UNWERGROWND UNE -08 AND WRWTUMES AS 1. A,,L hIATERIALS AND G-Mb-TRUMON HAIL 00-MFMmTm G!,:24EPAL. VIATsRA 11 STRUCTION SPECIFICATIONS AS ADOPTED BY THS, AMI L,E COUNTY SE:RVICE AUTHORMI ON JANUARY 20, 1963, A3 AAMEN DMM JULY 1,, 1 Sag. 4. /tl:-L ELEVATIONS ARE BASED 0 N U.S.C. AND 6.3. DATUNL Ct. THE CONTPACTOR WALL OS RESPONSIBLE FOR NOTIFYIN ca" 0 M1318 UTILITY 8-W ZZ2 7")l 6. A� L A " ANO SF-,YVP-R LINSS SHANWkWiVE A THREE FUJI'MININIUM CO''ERV-92 T IFE CFENTERLINE Or- TIDE PIFs, ffP 'Al _CEG 2, 1 WIDE EASEMENT,,), MM Oil Tr PIPSLIN P_ AND APPUFTTENfiliN LLB D I 'ATV I r C -OU; 3P:R%'ICE AM'WiRITY, I'AT E THE LINE 18 IN A PUBLIC ROAM) Alkitll' OF WAY OR AN FJ %S&,,1 --NT, INVIIHICH CAOSM THE AlCGF-3?3 E - r_-MrSHALLALS�J E, ASFM WE' DEDICATED AS A UTILIrY HABEWShrr. (,AJALVERITS OR 6" liVATERLINIE IS Ili S-WIATED. U08S I I I I -I T 1�'15 '- " CEL PIPF-IfAMUMON IN 3'X Ag -e -I'S A3 N 'NUF.. COUINW SPERVICE AUTMORMY. IM!,MIATION TO 0,1TEND EY BEYOND ClAiLvra- FAM, , LF -L. 9. 71 1UNX01 MAD rrETeMO ARE BEING USPED B-41 THE'Alk-E-ARL. E 0101R47 v EPW-MALIT-MORTIF-Y. TO ACXxwirjpATS THWE WIE'TER8, ME7EP, LID3 -1 VIILJ- piet;j4JIREA 1 31411 WULF; TAPPED INTO THE 0_9i M ITER OF INC, LID. pf, P"VENT DEEpfl3 Fp PILIND TAP3 OR FW313 12M AL 0 yj ENTERING THEffrJjl,� PRIOR TO W -TER filf3TALIATION. 10. ALL WATER AND VriWER APFURTESMAM,1_11M ARg- TO BE Vii.1,11ABED OUT.1-31DE OF ROAD31DE W4,3MES. p 3u�,V� Z -1 199A. AS8�,AAATES- LIMI 'MID PAPMWER,8MIF DEMELOPE-P OLEu" lK, OTEAKWOIJIM. MJlMl',A&-n,(R-3 PROPERTI, (2,A) 401AM: OMER p_4fl_lH?,ll6­ND, VIRGINIA Z a TA11M, FLORIDA ��ix,(A) WYAL SITE ,a,¢ eA,,2.Tep FRIPS PENMINPDSC ENTRANCE CORRIDOR OVERLAY DISTRICT PARKING SCHEDULE : EXISTING PARKING SPACES = 1,256 EXISTING GROSS LEASABLE FLOOR AREA c 187,499 S.F. REVISED TOTAL PARKING SPACES = 1.246 EVISED GROSS LEASABLE FLOOR AREA = 190,194 S.F. IRKING REQUIRED 5.5 SPACES11,000 S.F. GROSS LEASABLE AREA RKING PROVIDED 6.6 SPACES/1,000 S.F. GROSS LEASABLE AREA vz_y By : 8. CUs R IE v m I i FF MA N AMD I A t 1-11, . L'I'D. UG WORVEY BY S. AUMPFFY MUFF%W*J AND ,SAM 3. LT10. I MAJOR SITE F,LAN AMENDMEN"I SNG HOWI2 STEAKHOUSE A vo, ry �a 'F I BE �ARL QQ I- m R VICINITY MAP 13C,ALE : V : 29000 114� Ift, 1, n R DTA "i E %s',� U N T f5o INISM MM33ME PrIlMSO-FIRE OFF ALEMNU-MlE 00J10- YZERVICE; AWTW)RtTl PLAINMIZIG, DPA MMAPENT VI MMA DEPAAMl;V-_-NY OF TRAHWORTATION VIA"WINIA, DEPAWilifirlINT (p MEALTi-J 18) INDICATE VIS INIA DEPAMIMENT OF A ION )MMUT ) APPROVAL OF THS FlAak APPROVALOF 73,15, FlAkfj 0-1 rIE clealh,VTy DOES IOW IN 'ANY VqM PIELMWE PA E OF My IN -, 0 M,A, I H 1N Vi FINAL "Y MOM A PFR FRIORl"OrNEIS 1JAMU1"0F SUILrilArn PESNAMS jg,,Nn, / OR CEW IFIC?ATES OF (AXAC','UMANCY. C k ^ ^ 4 1 ^ ; q Apri I I 1 1994 R Q :V 1 s 10 n s NEW L OCA TION J CRIMP END SHUT OFF CORPORATION ✓� 6 f• d�/°�' Sf f�s "1 �tP'' 3j�r5! 7-0 N STOP AND DISCONNECT J Co..,.Kc K rs eP s-ZG - 45� 6 0 8 u ii - SERVICE 6 TO 8 FROM Ole 6-2 ELBOW. CRIMP END OF STUB AND EXTEND STRAIGHT ABOVE CORPORA TION STOP. EXIST. LOCATION DE TAIL "A" n. t. s. � IR 4 95 4 90 485 480 PROFILE S C A L E H 0 R I Z. 1 = 2 0 V E R T. 1 = 5` Exist. DI top to F/ 17 I's e d Grade be rep laced by _ — MH _Exis t. ground — --- -- Cor r u 9 u ted PP _ P0/Yethy Jene __-2---` 3 9 3 I34 Ex i s t. D I PIPE BEDOI N G TO BE IN ACCORDANCE Top 4 9 0. 43 WI TH VDO T STANDARD, PB- I. In v. 483. 93 Inv. in 483. 98 Oto 0t 20 0t 40 Ot60 0 t 8 0 Ito AL BE MARL E 495 D1 - 3 A Sta . 1,,J4 485 Top 493. 75 Inv. out 489. 25 I t20 1t 40 SQUARE SHOPPING CEN7'117R KEY E x i s t. Pa P a r k i n L BOTANICAL & HEIGHT AT TOTAL AREA TOTAL TREE MIN, CALIPER QUANTITY � ' 0 COMMONNAME v c v � PLANTING IN 10 h CANOPY AREA � 4 � (u o J SUGAR MAPLE 3 1/2" 14` 5 x 1 68 S. F. 8 40 S. F. CORNUS FLORIDA DOG W 0 0 0 2 f/2' 7 7 x 155 S.F. - N U W C E R C I S CA NADEN SIA v R (L^ EASTERN RED 8 U D 2 I/Z` 7 6 x 3 9 6 S. F. - J 1 7 6 S. F. 4 95 4 90 485 480 PROFILE S C A L E H 0 R I Z. 1 = 2 0 V E R T. 1 = 5` Exist. DI top to F/ 17 I's e d Grade be rep laced by _ — MH _Exis t. ground — --- -- Cor r u 9 u ted PP _ P0/Yethy Jene __-2---` 3 9 3 I34 Ex i s t. D I PIPE BEDOI N G TO BE IN ACCORDANCE Top 4 9 0. 43 WI TH VDO T STANDARD, PB- I. In v. 483. 93 Inv. in 483. 98 Oto 0t 20 0t 40 Ot60 0 t 8 0 Ito AL BE MARL E 495 D1 - 3 A Sta . 1,,J4 485 Top 493. 75 Inv. out 489. 25 I t20 1t 40 SQUARE SHOPPING CEN7'117R KEY E x i s t. Pa P a r k i n L BOTANICAL & HEIGHT AT TOTAL AREA TOTAL TREE MIN, CALIPER QUANTITY COMMONNAME PLANTING IN 10 YEARS CANOPY AREA A C E R SACCHARUM SUGAR MAPLE 3 1/2" 14` 5 x 1 68 S. F. 8 40 S. F. CORNUS FLORIDA DOG W 0 0 0 2 f/2' 7 7 x 155 S.F. - 1 085 S. F. C E R C I S CA NADEN SIA EASTERN RED 8 U D 2 I/Z` 7 6 x 3 9 6 S. F. - 2 3 7 6 S. F. P Y R U S CAL LE RYA NA BRADFORD P EA R 2 1/2 7 3 x 191 S. F. = 5 73 S. F. CRATAEGUS PHAENOPYRUM WASHINGTON HAWTHORN 2 1/ 2 6 2 x 2 54 S. F. = 5 0 8 S. F. ILEX OPACA AMERICAN HOLLY 2 1/2 6 2 x 5 5 S. F. = 11 0 S. F. MAGNOLIA GRANOIFL0RA SOUTHERN MAGNOLIA 2 1/2' 6 2 x 5 4 S. F. = 1 0 8 S. F. I L E X C O R N U T A BUR FORD H 0 LL Y 2 28 NOTES r CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE BASE MA TERI AL. r,� J PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT . IN THE REMAINING PORTION OF THE PARKING LOT. h ALL CURBING TO BE VDOT STANDARD CG- 2 k9 EXPOSE AND SEAL THE EXISTING SEWER CONNECTION WATERTIGH T PRIOR TO DEMOLITION OF EXISTING BUIL DING . SEE SOIL EROSION PLAN FOR L IMI TS OF CiONSTRUCTION. stor i %Exist. MH / rn Or =Tap 489. 64 1 / /.� PROVIDE IRRIGATION SYSTEM TO COVER 100% OF j �Appro� ej1 /� / J / l / PLANTED AREA. J % t;on O Inv. 482.99 S-1 TE BENCHMARK ------------ ' Top of Fire .Hydrant. E le v. 5 0 0. 6' 4 8 „VC Son. Sewer / Field Verify /Exist. Service Exist. 8 „D. I. Water Line Approx. Location U 5 G 5 O a t u m -------- _ I � Invert Tap t o be Approx Location _ /5 Son. Sewer Easement £xis u / Aban do n ed See Detail Exist. MH >. S ewer ( eroJ �` �/4 "Fire Line, r i 5. 1. o 40_�t_ L /n w/Backf/ow P O6 W 408.78_31 4 e Pre / i G9 –L i 55 S: 2 9 Top 4 86.89 />!>r.a�r. Loc at;o17 �' I JC'p' 1 Mechanical Room / Exist. Pavement Cul Inv. 4 82.88 I i �— r---=� �- -------------._ '� 1 i t. / •.• •• ••i.• • • .. . �- C'lEanOUti..� - + if..-. �'�n _/��2_, .I.;./ Fric1 3n XIi•rara' Frica maw f Apri I I I , 1 994 Revis ion s s,rf �£v/s c<M sr J '� Co �•+c .. rs of .�'Z6-9�f '�'3��� j� „000 ����_ ✓, ��,„cep lvuuuu GREENFIE� •aI ;' / Rio ill w poc S Sop CtJ 63i ter, I FOUR rt. j” Urban Area `oo •< ES (Site) The * sip"SEASONS j Qp Gardens`• t 7 shop Ctt\ I Trail Cja� 0, SE are BERKEE ��E` }�BERKMAR - Ci' (� .40 c ha�r4ytle�vlle�,$ / � �`9r s IYor# Fashion ` �•I( S�}quare 6 ?1 BE Y` /Fashion Square Aldgae LCharlo villel.pMall i� �lgjyt� Meth N E W L OCA TION CRIMP END SHUT OFF CORPORATION STOP AND DISCONNECT 6 "TO8" SERVICE 6 N TO 8 " FROM ELBOW. CRIMP END OF STUB AND EXTEND STRAIGHT ABOVE CORPORA TION STOP. ` EXIST. LOCATION N I E L CV ci F� Comioritr 4y a / u.t V I C I N I" Y SK E T CH 1 "I= 2,000' DE TAIL "A" n. t. s. 4 95 4 90 485 480 PROFILE S C A L E H O R I Z. 1 = 20 ' VERT. I = 5 Exist. D/ top to Finished Grade be rep /aced by - M H-Exis t_Ground--- -- ted p�P re — Corug u Po /Y thy lenc, J 2 rr - 3 93% I34 EX 1St. DI PIPE BEDDING TO BE /N ACCORDANCE Top 4 9 O. 43 W/ TH VDOT STANDARD PB- I. 1n v. 483. 9 3 Inv. in 483. 98 Oto Of 20 0 4 0t60 O t80 /...,0 AL 8E MA R L E s • DI -3A Sto . I1-34 485 Top 49.3. 75 In Y. Out 489. 25 4 80 1 t20 11- 40 S 0 DARE S MOPP /NG CENTtR SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPVTATIONS BOTANICAL A HEIGHT AT TOTAL AREA TOTAL TREE COMMONNAME KEY MIN. CALIPER PLANTING QUANTITYTOTAL 10 YEARS CANOPY AREA • A C E R SACCHARUM T -i 3 I/2 14 5 x 1 6 8 S. F. = 8 4 0 S, F. S U G A R MA P L E 7 CORNUS F L 0 R I DA T-2 2 1/ 2" 7 7 x 1 5 5 S. F. = 1 0 8 5 S. F. DO G W 0 0 D C E R C 1 S C A N A D E N S I A T-3 EASTERN RED BUD 2 1/2" 7 6 x 3 96 S. F. = 2 3 7 8 S. F. P Y R U S C AL L E R Y A N A BRADFORD PEAR CRATAEGU9- PHAENOPYRUM T-3 2 I/ 2 6 2 x 2 54 S. F. = 5 0 8 S. F. WASHINGTON HAWTH 0 R N T-6 I LEX OPAC A 2 1/2 6 2 x 55 S. F. = I i 0 S. F. AMER ICAN HOLLY MAGNOLIA GRANDIFL0RA ®r7 SOUTHERN MAGNOL Ip 2 I/2 6 2 x 54 S. F. = I OS S. F. I L E X C 0 R N U T A BU R FOR D H 0 LL Y 2 28 NOTES r., y CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE BASE MATERIAL . PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT IN THE REMAINING PORTION OF THE PARKING LOT. J E x i s t Pa v !e d / 9� ALL CURBING TO BE VDOT STANDARD CG- 2 . i / / / R � Parking L o at / >' / � EXPOSE AND SEAL THE EXIST/NG SEWER CONNECT/ON WATERTIGH T PRIOR TO DEMOLITION OF EXISTING I / / '� , BUIL DING . r � /� SEE SOIL EROSION PLAN FOR L/M/TS OF CONSTRUCTION. SJor f IExlst. MH / / I l / / PROVIDE /RRJGA.TION SYSTEM TO COVER /00% OF �q _�roJr� Top 489.64 / 1 oPLANTED AREA. oprX LOca/ion (0 Inv. 482.99 i/ J J TE BENCHMARK �= -- - 7 / / / i ( �A Top of Fire Hydrant - VC Son. Sewer - --�j / Field Verify 1Ex1,51.service Exist. 8 D. J. Water Line 4pprox Location U S G S Datum I I / nvert Top to be _�- \ - oPrax Lcation _ /�� % - 15 San. Seo wer EasementExis o) / AbandonedSee Detail ---- -- Exist. MH /. 5'ewe/ ( /4"Fire Line, ° » Lo/ �_ / S 29 55' 06 W 408.78 ----- -- _ q ---r era / L i I / w/ Backflow Pre v en f o r to i ( L I M I ,T S 0 F CONS' TR U C T/ 0 N Top 4.86. 89 °prox. Location -____,_ ��/..� Pavernen t =r /n v. 4 82.88 ( + ar x x x- � x ,� i,� :� / Exist. 30 Access Ea semen t Ex to/remo�n 2 I G 2 :�_. L1hr " r 3 -- - --- ----- D C T '2 T 3 �- �1 » r— Poo/e \ J //2 / \T 011 Po r c h ! • \ c, --b � \ � PIS CP) r � � / °�:�;Z \, -- 0 .\ � T - ,4 � i �� MU -2 / Exist.WM. r- 2 T I Ir y / / / to bere/ocote� Q, . / � I \ a0 o j I O` N Tax Map 6/ P a r c e/ J23 A Jefferson Savings \ S F I dr l _ : A,% � U� �r� I all I4i 0-6�" w • ` v O( / o tr b 8 Loan Ass ociatio n in O U T B A C K in ti , ll� a D. B. 51 4 - 3 74 O Q\ �'r 4 J `y Lu o Present Zoning C O S T E A K H O US E X 20 I V RES TA URA N T r- -,I: o / ar � I h T_3 I ..., � U \ f F.F.4 9 4 7 D I"P/ b I vl i� 4 VC CG- Grease Tia 2 10 ! O o i Exist. Crestar 91 Lp `JEc '-o °i /500 gal. .I Max. Bldg.He i g h t 3 5 `T.' -_ / o T- 3 O l O q 1: or -2 f B a n k Bui/d i nq O X 1.:: . 495— -' r -z Roof drains to 6e tied into sto-rai system T-2 Concrete Pad ; , l y b L.: Q � Minimum Pavement Design. • b 1 ( fo J ) See Note I i ;:.:• ,� YN;:°:'. :'. 6 Aggr. Base Materia) • W 1 I I m 1 e,( 6 9. 33'� 16 5 lbs Type SM 2A Asphalt: 1 TI- 41 ° ( `` F Gas S VTCB 494. / Flow. ,- 30 Bldg. Setback Line (as per VDOT R/W plans) J 493.93Fior • ti Proposed CG- 6 493. 82 F/ow I -- _ B/d tb a ck Lin X ' 1 _-- 30 -� Se e as per recorded p/ot�)-- ¢-- - V D O T - -,--_ ' \ Grass �_ . •,.. q - R C p / Exisr. 01 top o ri I P TO P S M U m :.r•.' ` Dumpster' 49x.8 moo\ ! JC% O p'ora,r. Loc'-- / be re Iaced b H 12 HVC 5 /andsca d are a / i a n _-___- P Y P - -- ` - -4 „ f:> V C - - - Pad -8 Wolf• /-- y- Grease �y rs t e /i n e Floor Oroin I2 PE Cor a,goled Plpe 134 j i/ /,� j✓� / III Il Exi sJ. Top 490. (as per VDOT R/W p!'ans) I - - _ _ X Exist. CG -6 to e removed- - '-r_� - -- Exist: CG' - 6 to r8 ain S 29°39'39" W 674. 9i7' I /n v. 483.9 �W - _ T- T- T r - - S 29° 55 O6" W 67 4.95LIMI TS OF CONST.RUC7'1ON y �t \as per reCord6-d plat) Exist. Retaining Wal / RW- 3 by V DO T 0= c i a Q = c i a (2 u''.9)(6.7)(0.6) z Q = (.9)( 3.5)(.6) Q = J. 6 c f s Q = I. 9 cfs -_-- - - - - - - - _ - - - - - - pipe flow capacity T.Icfs depth of water 0.33`~�� Exist. CG- 6 to ,,Pe removed 8 relocated ZZ w o 3 TO THE IVY LANDFILL DUMP SITE. R 0 U % E o Q) 9 n , b . � + b W o � I S O I L TYPES EL/OAK LOAM 8 GLENELG LOAM SOI L E R S/ 0 N PL A l'V O 6-/3-'94 Q'i Q 6 - J DE TAIL "A" n. t. s. 4 95 4 90 485 480 PROFILE S C A L E H O R I Z. 1 = 20 ' VERT. I = 5 Exist. D/ top to Finished Grade be rep /aced by - M H-Exis t_Ground--- -- ted p�P re — Corug u Po /Y thy lenc, J 2 rr - 3 93% I34 EX 1St. DI PIPE BEDDING TO BE /N ACCORDANCE Top 4 9 O. 43 W/ TH VDOT STANDARD PB- I. 1n v. 483. 9 3 Inv. in 483. 98 Oto Of 20 0 4 0t60 O t80 /...,0 AL 8E MA R L E s • DI -3A Sto . I1-34 485 Top 49.3. 75 In Y. Out 489. 25 4 80 1 t20 11- 40 S 0 DARE S MOPP /NG CENTtR SCHEDULE OF LANDSCAPE MATERIALS & CANOPY COMPVTATIONS BOTANICAL A HEIGHT AT TOTAL AREA TOTAL TREE COMMONNAME KEY MIN. CALIPER PLANTING QUANTITYTOTAL 10 YEARS CANOPY AREA • A C E R SACCHARUM T -i 3 I/2 14 5 x 1 6 8 S. F. = 8 4 0 S, F. S U G A R MA P L E 7 CORNUS F L 0 R I DA T-2 2 1/ 2" 7 7 x 1 5 5 S. F. = 1 0 8 5 S. F. DO G W 0 0 D C E R C 1 S C A N A D E N S I A T-3 EASTERN RED BUD 2 1/2" 7 6 x 3 96 S. F. = 2 3 7 8 S. F. P Y R U S C AL L E R Y A N A BRADFORD PEAR CRATAEGU9- PHAENOPYRUM T-3 2 I/ 2 6 2 x 2 54 S. F. = 5 0 8 S. F. WASHINGTON HAWTH 0 R N T-6 I LEX OPAC A 2 1/2 6 2 x 55 S. F. = I i 0 S. F. AMER ICAN HOLLY MAGNOLIA GRANDIFL0RA ®r7 SOUTHERN MAGNOL Ip 2 I/2 6 2 x 54 S. F. = I OS S. F. I L E X C 0 R N U T A BU R FOR D H 0 LL Y 2 28 NOTES r., y CONCRETE PAD TO BE 6" THICK WITH 6" AGGREGATE BASE MATERIAL . PAD TO BE CONSTRUCTED BEFORE PLACING STONE 8 PAVEMENT IN THE REMAINING PORTION OF THE PARKING LOT. J E x i s t Pa v !e d / 9� ALL CURBING TO BE VDOT STANDARD CG- 2 . i / / / R � Parking L o at / >' / � EXPOSE AND SEAL THE EXIST/NG SEWER CONNECT/ON WATERTIGH T PRIOR TO DEMOLITION OF EXISTING I / / '� , BUIL DING . r � /� SEE SOIL EROSION PLAN FOR L/M/TS OF CONSTRUCTION. SJor f IExlst. MH / / I l / / PROVIDE /RRJGA.TION SYSTEM TO COVER /00% OF �q _�roJr� Top 489.64 / 1 oPLANTED AREA. oprX LOca/ion (0 Inv. 482.99 i/ J J TE BENCHMARK �= -- - 7 / / / i ( �A Top of Fire Hydrant - VC Son. Sewer - --�j / Field Verify 1Ex1,51.service Exist. 8 D. J. Water Line 4pprox Location U S G S Datum I I / nvert Top to be _�- \ - oPrax Lcation _ /�� % - 15 San. Seo wer EasementExis o) / AbandonedSee Detail ---- -- Exist. MH /. 5'ewe/ ( /4"Fire Line, ° » Lo/ �_ / S 29 55' 06 W 408.78 ----- -- _ q ---r era / L i I / w/ Backflow Pre v en f o r to i ( L I M I ,T S 0 F CONS' TR U C T/ 0 N Top 4.86. 89 °prox. Location -____,_ ��/..� Pavernen t =r /n v. 4 82.88 ( + ar x x x- � x ,� i,� :� / Exist. 30 Access Ea semen t Ex to/remo�n 2 I G 2 :�_. L1hr " r 3 -- - --- ----- D C T '2 T 3 �- �1 » r— Poo/e \ J //2 / \T 011 Po r c h ! • \ c, --b � \ � PIS CP) r � � / °�:�;Z \, -- 0 .\ � T - ,4 � i �� MU -2 / Exist.WM. r- 2 T I Ir y / / / to bere/ocote� Q, . / � I \ a0 o j I O` N Tax Map 6/ P a r c e/ J23 A Jefferson Savings \ S F I dr l _ : A,% � U� �r� I all I4i 0-6�" w • ` v O( / o tr b 8 Loan Ass ociatio n in O U T B A C K in ti , ll� a D. B. 51 4 - 3 74 O Q\ �'r 4 J `y Lu o Present Zoning C O S T E A K H O US E X 20 I V RES TA URA N T r- -,I: o / ar � I h T_3 I ..., � U \ f F.F.4 9 4 7 D I"P/ b I vl i� 4 VC CG- Grease Tia 2 10 ! O o i Exist. Crestar 91 Lp `JEc '-o °i /500 gal. .I Max. Bldg.He i g h t 3 5 `T.' -_ / o T- 3 O l O q 1: or -2 f B a n k Bui/d i nq O X 1.:: . 495— -' r -z Roof drains to 6e tied into sto-rai system T-2 Concrete Pad ; , l y b L.: Q � Minimum Pavement Design. • b 1 ( fo J ) See Note I i ;:.:• ,� YN;:°:'. :'. 6 Aggr. Base Materia) • W 1 I I m 1 e,( 6 9. 33'� 16 5 lbs Type SM 2A Asphalt: 1 TI- 41 ° ( `` F Gas S VTCB 494. / Flow. ,- 30 Bldg. Setback Line (as per VDOT R/W plans) J 493.93Fior • ti Proposed CG- 6 493. 82 F/ow I -- _ B/d tb a ck Lin X ' 1 _-- 30 -� Se e as per recorded p/ot�)-- ¢-- - V D O T - -,--_ ' \ Grass �_ . •,.. q - R C p / Exisr. 01 top o ri I P TO P S M U m :.r•.' ` Dumpster' 49x.8 moo\ ! JC% O p'ora,r. Loc'-- / be re Iaced b H 12 HVC 5 /andsca d are a / i a n _-___- P Y P - -- ` - -4 „ f:> V C - - - Pad -8 Wolf• /-- y- Grease �y rs t e /i n e Floor Oroin I2 PE Cor a,goled Plpe 134 j i/ /,� j✓� / III Il Exi sJ. Top 490. (as per VDOT R/W p!'ans) I - - _ _ X Exist. CG -6 to e removed- - '-r_� - -- Exist: CG' - 6 to r8 ain S 29°39'39" W 674. 9i7' I /n v. 483.9 �W - _ T- T- T r - - S 29° 55 O6" W 67 4.95LIMI TS OF CONST.RUC7'1ON y �t \as per reCord6-d plat) Exist. Retaining Wal / RW- 3 by V DO T 0= c i a Q = c i a (2 u''.9)(6.7)(0.6) z Q = (.9)( 3.5)(.6) Q = J. 6 c f s Q = I. 9 cfs -_-- - - - - - - - _ - - - - - - pipe flow capacity T.Icfs depth of water 0.33`~�� Exist. CG- 6 to ,,Pe removed 8 relocated THE WA S TE MA TER/A L S GENERA TED FROM THIS CONS TRUC TION ARE TO BE TRANSPORTED TO THE IVY LANDFILL DUMP SITE. R 0 U % E 2 9 n , b . � + S O I L TYPES EL/OAK LOAM 8 GLENELG LOAM SOI L E R S/ 0 N PL A l'V C A L _ 0 6-/3-'94 6 - /7 - X94 con to ur int or vd I 6 - 23 - X94