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HomeMy WebLinkAboutSDP199900021 Plan - Approved Final Site Plan and Comps. 1999-02-22PLANNING DEf=,4RTMENT U5 2r--?O z PAINT &AU/, s` s -2 Z 9 `� BODY WORK ENGINEERING DEFARTNENT ESTIMATES X 51 TE 4L5 MAPLE COUNT SERVICE ITY \,\0 1 -64 14 I=:F H E� E F�-ARTME-N T If i Q 1Z 'R rZ Sc- v,: Q-r 4ct X VICINITY r1AF iN6f=EG;TION5 F-)EF:ARTMENT 5GALE P ±4200" BROWN TOYOTA It d,9i ox% ZONING DEPARTMENT FFNRFELOCATE EXISTING FENGINGS; X A- TO AGC,0MODATF NEW TM 78, PCL. ACCE56WAY - SEE 51TE FLAN 14 X X LP X X x 0 .................................................... ------------------------------------------------------- .............................. ......... EDGE OF PAVEMENT ........................................ .......... .......... ; ------------------- REMOVE EXISTING TREES ...................................................... 071P ............ ------- ......... ------- ----------------------------------------------------------------- U.P. - - - - - - - - - - - - - - - - - - - - - - - U. P . "i Jt:: 1. U.P. ^q-/I " I CN 7� CONC. RET. WALLS (2) - - - LINE APPROX. PROPERTY X X FENCE r`06 PI ETT FENCE OLD WIRE TO 5E REMOVED T TO 5E EMOVED WOODEN" SIGN F FENCE EXI-5TING I TO 15E TO 55 DILAPIDAT� REMOVE EX15TING TREES I BLOCK GONGRETE 1 12 REMOVED REM6V1 WOODEN OUTBUILDING REMOVE EX15TING TREE5 METAL L . . . . . . PIPE OUTBUILDING ..................... ...... ........ ........................ CONC. TO REMAIN TO 5E REMOVED F5 / R; TO, 1!5�= REMOVED 9M,�5'V[Z Xf5TING TRr_Ee 14\ "UEL TANK HOMEMADEL 111 1 VENTS 90., DROP INLET To (TYP*) REMOVE EX15TIG FU9L. /70 90, rj TANKS AND F=Ilf=ING I VE� :11 GRAVEL �p PARKING _U TANK GRAVEL FUEL C7" PLUMBING (Typ U, `°,a \ \\ \ \ \ \ i 1 PARKING 1.g.A \ " I BEN �c ss(im RK ��MA FjJ 0 QA 01 CD7�LEV. zz: 0 F.F. 100.00 01 2:1 EXI : !3TING BLDG FILLER OVE EXI�f ING 5T'G D.I. X RE If XI, REMOV� EX15TNG TREES CAPS I �ONC. &L_AEE�/ JND SIDEWALK TM 78, PCL. 14A TO REMAIN 78, PCL, 14 A STORM REMOVE EXIST'G DRO SEWER I I I I L FORCHE5, P INLET © ....... 11 1 041r- STORY TOP Z= - < 4 WAL<& L BLOCK INV 9 6..'g M 8. ETAL BLDG. INV OUT_ 91 L RF_4�Vr= EX STING ji _ZONC. WALK -17 —7 L J 2 STORY I CAN(?FY 4N \ \ \ \ \ \ \ -- / // ! I J BRICK _j I PUMf:D\ ISLA 3 f— � L _j DWELLING REMOVE EXISTING TREES I I GAS 1st FF 94.6 METER G-) N C5 41, P4 �3 . I xw 0 op ,__� i �) J % ��� Il '�`� �F \ I o J � �i� J L C) it w C) 0 REMOVE YELLOW > Oir REMOVE EX15TIN Tj;;zE6.. FLAGGING C) LLI __ __ x / 1 \ ` 1 U.P. O.H. LINES 0 0 X U) REMOVE EXISTING TrEE5 REMOVE REMOVE WOODEN PUMPHOUSE AIR HOSE OUTBUILDING F RE 0 V L U. LE 41 E�X16TI WELL 09 Ca 11 ?E FENCE J __(�L. LI X --� X REMOVE EXISTING TREE TO BE A �)ONED X . ............. ............................... 110 APPROX..FRONT .... PROX. TELEPHONE PR PROP. LIN >< BOC)TH OP. LINE S ................ ............. NEAR BACK OF ............... ............... & BLOCK RET. ONE ........ ......... WALL SIDEWALK U. P. ENEF�AL NCTE5: REMOVE WOODEN RET. WALL U.P- OLD CONC AUT4 PITY ID M C `OLD P4 T P' BE DING E t WAL< AND ring Albeinafle, County IEn'gineer ENTRANCE • I EX15TINC:;'51TE INFORMATION 15 FROM MAF= OF WILCO SERVICE eTATION FRO PERT`r eral'Conitruction No for, Site N TO PROP, Gen Notes EFER TO 5-L, <EY .5Y. 5,L. <E-T- INC. LANE) &Uf;;�VEYOF;�,'& AN[,-) LANE) F=LANNER5 E�)ATEE) FEE3.2-VISS0, RE -MOVE EXI&TI�C�F TREE5 LINE• R11 WING; FOR ADFDITION,� L 'Prior t o" -ahy construction within anY'b4&:fink public gh;-of4ay-, includin g connection to any existing rW,,a peank shall be"obtained born the. Mut6a. 1?epartwnt of Transportation (VDOI.�. This plan as drawn May,not accurately reflect the requiromenti 2.., ALL UJOR< 5HALL CONFORM TO Af=F=LICA5LE OF LOCAL,5TATE, AND FEDERAL COFDE& ofth'p�rmlt. Where, my, discrepancies occur there of tho permit shall govern. C�r INCLUE)ING� E30CA I va5IJ5C, AIDA, 0,15HA/ ETC, 2- ..quir�menis. dp.shafl con orm to ' 'AJI paving drainag6 related.mate"s.- and current spe; acatio4sand W.ndtxdi of VDOT unless otherwise noted. 3. CONTRACTOR 15 RESF='ON6115LE FOR, LOCATING ALL UN[DERr_:;ROUND UTILITIE5 ANC) STRUCTURES F=F;PIofR .3. Erom'ori and siltation control measures shall be provided in accordance with the approVed TO COMMENCING; ANY WOR< ON THE 5[TE, erosion control plan and. shall be installed prior to any, clearing, grading or other construction. • 4, CONTRACTOR 5HALL 05TAIN ALL REQUIREID PERMITS. AND PAY ALL A,5eOCIATEE) FEE 15. 4. All slopes and disturbed areas are to be fertilized,J.eeded and mulched. The mmmum allovable slppe is 2:1 *(hon*z*ontal:vcrfiW).' Where:rtasoriably obtiinable, lessee- -slopes cif 4: 1. or better -are to be achieived, 5, CONTRACTOR 5HALL MAINTAIN THE 51TE IN A -CLEAN WORKMANLKE MANNER AT ALL TIME5. W 7415TE 5. Paved, rip -rap or stabilization- mac lined ditch may be required when in,the.6pidion of the, MATERIAL& &HALL 5E REMOVED FROM THE aITE IN A TIMELY;MANN�ER, Albe'nwle County Director, of Engifieering, or ihe-Directorl s designeej it is deamed • necessary in order -to -stabilize a diainage", channel,- -6. All traffic control signs shall conform with they,' Migual for Uniform X [ffic Qgntrol Dj'ces. 7. Unless otherlwise, noted all concrete pipe shall be reinforced concrete 'pipe - Clam III.* 8.. All excavation f6r tindergrqund pipe installation inust comply with OSHA Standards for the: Construction Industry(29 CFR Pirt 1926 EXI&TING CONDITIONS ANID [D OL= I T I ON FLAN WILCO FR0F T`C 5ROWN AUTO GROU_F RECEIVE rEB 16 Planning Dept. 5CALE: P = 20"=-011 nA r(I I ARCHITECTS 1001 E, MAR*KET`ST. CHARLOTTES VILLE, VA, 804/971-8848 FAX /296-3040 J U L Y 9; 19-9� "S N�WEINWW 1. EXTERIOR LIGHTING SHALL 5E MOUNTED AND DIRECTED AS 5HOWN, 111,4C:; Z?'t 2" n r,-, 114eE C, T F_ r W14 T F 01 5Tf F=ET5 AND ADJACENT, RE51DENTIAL ZONE5. POLE LIGHT,5- HID HP6 CUTOFF AREA LIGHTING. POLE HTS. 4 FIXT. STYLE T.5Z). 15LDG. MNT'D FIXTS. WILL LIGHT AREAS 51TWEEN 5LDG&. THE SPILLOVER OF LIGHTING FROM PARKING AREA LUMENAIRE5 ONTO PUBLIC ROAD5 AND PROPERTY IN RE61[;)ENTIAL OR RURAL AREA5 ZONING D15TRICT6 5HALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 2_ 51r-:;NAGE FOR THE FROFEERTY WILL BE DEVELOPED' DURING THE FfNAL 51TE PLAN .15u5mi,5510N. APPLICATION FOR SIGN PERMITS WILL 5E CONFLETEF,> UNDER 5EPARATE PROCESS THROUGH THE COUNTY OFAL5EMARLE. 20' SANITARY SEUJER 3. EACH OUTDOOR LUMINAIRE WITH A LAMP EMITTING 3,000 OR MORE INITIAL LUMENS 5HALL EASEMENT 5E A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE WITH FULL CUTOFF OPTICS. TO BE EXTENDED' NEW SAN. SrmWr=f;Z M4 0>1 T T 78, CL. 74 ZONE LIMITS OF OFF - SITE GRADING — -, _4::� w OWNER DROWN AUTO, GROUP (CONTRACT PURCHA6EIR) I195 SEMINOLE TRAIL CHARLOTTE 51/1 LL E VA SITE TAX MAP -10/ PARCEL 14A RIvANNA DISTRIC7 SITE AREA 613/241 5.F. (1,513 ACRE5) ZONING H C (ENTRANCE CORRIDOR -OVERLAY DISTRICT 6ETF3ACK5 FRONT 30'15LF,)G / 10' PARKING SIDES 0' E5LF,)G/ 0' PARKING DATUM A65UMEID FIROF05ED A NEW RETAIL AUTO DEALER5HIF WITH A (4) CAR USE 5HOWROOM AND (5)5ERVICE 5AY5 L USE aoo S.E. 11,2% LAND BUILDING I/ PAVING E'3/100 S.F. I&.rol?lo OPEN 0,341 S.F. 12,2% EMPLOYEE:5 20 MAX. WORK SHALL BE SU5JECT TO INSPECTION 5Y AL5EMARLE CO. SERVICE AUITHORITY IN5PE.CTOR5. THE CONTRACTOR.WILL BE Rr=6FON5IE3ILr= FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATkON OF EXIST'G UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLAN AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACT0F, SHALL ON HIS OWN INITIATIVE LOCATE:- ALL EXISTING UNFDERGROWND LINES AND STRUCTURES AS NECESSARY SAN. SEWER MANHOLE 3. ALL MATER11,41-5 AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER (5 STING AND 6EWER., CONSTRUCTION SPECIFICATIONS AS ADOPTED5Y THE TU5-OUT ALF5EMARLE:- COUNTY SERVICE AUTHORITY ON JANUARY 15, Issa. SHALL 5E PLUGGED 4 PERMANENTLY ,g SEALED APPLICANT 116 THE OWNER OF 50TH BROWN TOYOTA (TM -fa PAR 14) �AND THE WILCO 51TE (T1''I16 PAR 14A). OFF SITE GRADING IS PERMITED :=^ I o-, UAMN o=wmm rlir-r_ 1 C." r*ir_w 1_1A1NHuL:= 6 5" FROM PROP_ LINE TO It OF M,H. W1 ro' D.I.P. STU5 4 PLUG IAMSCAPE NOTM EDGE OF EXISTING PAVING NEW MASONRY FRET. WALL NET. WALL 4/� 9,g 910q, ply 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY.. 5. THE CONTRACTOR SHALL 5E RESPON515LE FOR NOTIFYING "MISS UTILITY" ( 800-552-1001 ro. ALL WATER AND SEWER F:>IF=E& SHALL HAVE A MIN. OF 3' OF.COVERI"1EA5URE[) FROM THE TOP OF PIPE/ OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 1. ALL WATER AND SEWER APPURTENANCES ARE TO 5E LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL 5E ROL"_-)IDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE:. 6eo 5ROLLN TO"r-OTA TM la PAR 14 ZONED N.G. MAIN CH ELEC. SERVICE CUT DOWN TOP OFEXISTING CONC. RETAINING WALL T�, ELEV. 132.0+/- u - p. C) U.P. / Q�_l .p I \_ V-1 CONCC.9qR�ET.WALLS 2 s$ 9 j lwla 9 21 PARKING OVERH,ANG Glj o Z = 03-3 31, 4 LJ3 2 1 R 11023 T 34.43' NEW 98 VDOT CG-6 REMOVE EX15T'r,-z ,IAN- CONC_ CURS PARKIN ENTRANCE 4 REPLACE TICAL SLOPE 1-01 SETBACK LU/ NEW SIDEWALK 4 CURB TO MATCH 97.85' 10,011 EXISTING - SEE WALK 1, NEW VPOT CG:- DETAIL SHEET C3 CONC, CUR 5 Q) to 33 DISPLAY PARKING (0, CARS FIXT. STof?M SEWER 4 1 DROP INLET '7 Top :::.- 969 \ i INV IN 9 , 4 .0 Qq �;I,NVOUT 8'9 ST. 1.011 to j—:,7. 11 2 LT. X 160� FIXT. 11 NEW SIGN LOCATION 9 c )10 99,34 F,4 4c. LUAL� H.C. R, P < ETV US 250 R.O.W. (oil 5EYOND EDGE OF 161DEWALK (aro'-O" WIDTH) .0 vvv WALL DENNIS ENTERPRISES TM 15 PAR13 11010 PROPOSED To NEV ME`7ER VA TER QtVC 1. LANDSCAPE MATERIALS SHALL BE MAINTAINED IN HEALTHY CONDITION. ANY MATERIALS THAT SHOULD DIE SHALL BE REPLACED. ALL DISTURBED AREAS THAT DO NOT RECEIVE PAVEMENT SHALL BE F;i�EDED OR OTHERWISE STABILIZED IN ACCORDANCE WITH AL51HEMARLE COUNTY 501E EROeION CONTROL ORDINANCE. 2. SUBSTITUTES FOR PLANT MATERIALS SHOWN MAY BE MADE FROM THE LIST OF RECOMMENDED SPECIES AS PER THE ALBEMARLE COUNTY ZONING ORDINANCE. 3. TREE CANOPY 75D 4. ALL AREAS DISTURBED BY CONSTRUCTION, NOT SHOWN TO RECEIVE OTHER TREATMENT.TO RECEIVE PERMANENT SEEDING. 5. (NSTALL 12" OF TOPSOIL. IN ALL PLANTING BEDS. NJUMG NOM 1, 1&20 5F DISPLAY FARKING-IHE7(d0 = (2) CUSTOMER 5FACE5 REa. 4 (4) SPACES PROVIDED 0 2, 320 5F OFFICE AREA = 200 = (2) SPACES REQ, 4 PROVIDED NO0 3. (20) EMPLOYEES = (20) SPACES REa, 4 PROVIDED 1. LOCATIONS OF EXISTING UTILITIES ARE TAKEN FROM A SITE SURVEY BY S.L. KEY INC.. 4, CSJ SERVICE STALLS x 2 = (15) SPACES REa. 4 PROVIDED 2. NEW WATER SERVICE WILL BE, EXTENDED FROM EXIST'G 0" LINE APPROX. 21(I' TO THE FAST 5. (44) TOTAL SPACES RE0. 4 (813) PROVIDED SrTE DEVELGFION7 PIAN VAL00 PROPERTY BROWN AUTO GROUP EXTEND EXISTING SIDEWALK TO NEW ENTRANCE `**'NEW CONG. ENTRANCE VDOT CG-13 EXISTING FIRE HYDRANT 15 LOCATED 210'TO THE E,45T LU TER LINE AND EASEMENT TO BE TENDED (FROM 5" LINE LOCATED 210'% TO THE E,45T) 5Y THE ADJACENT PR P. OWNER PER AGREEMENT WITH AC6*, DENN16 ENT, AND GROWN AUTO I. THE SITE 16 NOT IN A DRINKING WATER RESERVOIR WATERSHED 2. THE SITE. IS NOT LOCATED IN A DEFINED 100 YEAR FLOOD RAIN 3. THE SITE IS 5ERVED WITH f=U5LIC WATER AND SEWER 4. VEHICLES SHALL BE DISPLAYED ONLY WHERE SHOWN ON TPIe PLAN 4 SHALL NOT BE ELEVATED SPECIAL USE PERMIT NO. 5F-138-19 SCALE : P ® 20'-011 Val Til Um ,��cHi r�cr� 1001 E. MARKET 5T,. 5UITE 200 CHARLOTTESVILLE, V14. ,504/91I-8384& FAX /29(o-3040 DEVELOPhMNT PLAN REV. 12/22/98 REV. II/25/13a Rr=-V, 10/20/eO REV, 8/20/90 SITS FEATURES AND TOPOGRAPHY 5A5EC) ON FIELD WORK f=ERFOf;PMEr..) 5Y 5. L, KEY INC, ON FE5,12/ 19130 NOTE; WORK ON TH15 SITE RESULTS IN AN AMENDMENT TO THE SITE PLAN FOR PARCEL 14 LA5T REVISED ON FE5, 3/ REF: 5C)F 90-009 SHEET 2 OF 13 JUL� 9, 1990 c� � I LANF J 359 . 23' ' A 16 25 ` 28 " 554 41 48 "E- A = 389. 64 Sidewalk E. P. 0 7 — ° Q o ► OWNER GREES TO TR[ M/REIMOVF ---- _ _-_ EXISTING PARKING o ° a TREES IN THE 51C-HT LINE \ IF/,4S REO D E31" VDOT Ut-z jj tyc2 Pole OWNER AGREES TO PROVIDE E30LLARD6 TO PREVENT VEHICLES FROM BEING F'ARKEp BE'r'OND THE: 51GHT LINE. a VD(DT SRGHT � I LANF J 359 . 23' ' A 16 25 ` 28 " 554 41 48 "E- A = 389. 64 Sidewalk E. P. 0 7 — ° Q o ► OWNER GREES TO TR[ M/REIMOVF ---- _ _-_ EXISTING PARKING o ° a TREES IN THE 51C-HT LINE \ IF/,4S REO D E31" VDOT Ut-z jj tyc2 Pole OWNER AGREES TO PROVIDE E30LLARD6 TO PREVENT VEHICLES FROM BEING F'ARKEp BE'r'OND THE: 51GHT LINE. a VD(DT SRGHT EASEMENT PLAN '%AMC0 PROPERTY BROWN AUTO GROUP SITE INFOiZM,4710N BASED ON FIEI_p 1.U0FK f -ERFG>izMED 51r S. L. Kai INC. ON 2/12/98 ,4Np AS eUPPLIED B'' ROUD,45USN , Ca,4LE AND ASSOC, INC. J CONTRACTION 2" SMOOTH TOOLED EDGE (TYP,) JOINT LIGHT BROOM FINISH TO BE FPERPENDICULAR TO DIRECTION OF TRAVEL v� ................. a ;;;; :;;;;: EXPANSION JOINT PLAN EXPANSION JOINT (MAX. 25' O.C.) (SEE DETAIL) CONTRACTION JOINT 6' O.C. MAX, OR AS SHOWN ON PLANS. DEPTH SHALL BE 1.2&' OR, 25% OF CONCRETE THICKNESS WWF &" X 6" W1.4x1W1.4 MIN. CROSS SLOPE 1.5%; MAX. 2% WITH 2" MINIMUM COVER 3000 P.S.I. CONCRETE AT 28 DAYS ----- - :. ; . ; .: , ; • �''- AIR -ENTRAINED COMPACTED- AGGREGATE a ! BASE VDOT #216 COMPACTED SUBGRADE TNI �,I'�---�`II�•--:�I�1���11ft--� ((11=_j • �'� �-=(III1--`(lilt---n��� �IIII IIII�-. . SECTION CONCRETE WALK PLAN AND SECTION! NOT TO SCALE 525' SIGHT LINE U.5. 250 R.O.W. 6" BEYOND EDGE OF 5IDEWALK FIROF'05ED NEW PARKING 2 AfRCHITECT3 1001 E. MARKET 5T., SUITE 200 CI-IARL.OTTESViIL.LE, VA. 004/9lI-0040 FAX /2136-3040 REV. DEC. 22, 1998 REV. NOV. 2 F;,, 1998 eHEET 3 OF 8 JULY '�, 11�90 emu❑ .... ....... ... ❑�u .................................... I ...................................... I ....",- . .......... ............ I ...................... ...... .................111* ...................... ... ..... ... .. ... ... ..................... . ................. . .............. ... ....... ........ ..... ............... ....... ................. . .................... ................... .... ................... DAWE�, ARCHITECTS 1001 E.' MARKET ST. CHARLOTTESVILLE, VA. 804/971-8848 FAX /296-3040 II BD D R(D ALU1T D rn% ID u, uf�v J'r C4 SHEET 4 OF 41. JULY 9, 1998 no F11(m (UR i ARCHITECTS 1001 E. MARKET 5T., 5UITE 200 GHAR .OTTE6VILLEE, V.4. 804/911-aa48 FAX /296-3040 `ICzC. REV 11/11/90 RIEV 10/20/90 REV 12/14/98 V 1/29/99 1'i�a l 2/11/99 I1® 100 90, �199R 75 460 455 450 445 EM 43n 0+00 0+50 1+010 1+50 2+00 2+50 _ 3+00 3 + 5 0 4+00 b i uRivi S%EWER MAAINA SCALE. H;1"=20';V:1'=5' 0+00 0+50 1+00 S A IN I?ARY q .EI� M NAIL In IN Sfto 1+50 2+00 SCALE; H:1"=20';V:1"=5' _UB UTURE EXTENSION' ANCHOR EXTENDS INTO SIDE OF DITCH al DITCH LINE -\ W < D.I. PIPE d 4, 2500 PSI i2 ,� CONCRETE F1 I PLAN d SPACING SPACING V SPACING , NO. 3 Y D.I. PIPE 41 NO. 2 ANCHOR NO. 1 AT FIRST JOINT ABOVE MANHOLE. GRADE SPACING ° 20% TO 35% NOT OVER 36' NO. 1 35% TO 50% NOT OVER 24' 50% OR GREATERNOT OVER 16' S °. PROFILL cor TYPIUML i�N�.HO DE -TAIL FOR SEVVEERS ON GRADES OF 20% OR GREATEER NOT TO SCALE r— C, 1 1 V�L-L - V/ \! id/ g.d CONSULTING ENGINEERS ILANDSCAPE ARCHITECTS LAND PLANNERS l 301 East High Street Charlottesville, VA 22902 $04-979 5 �.- -7. 22 I t � V, NL Z H pp °�''i,, O� lit STEVEN L. DRIVER iyS NO. 0 y33 T Y`' �1' _ ry IA , - - I 1 I�(D r Revisions: 11/25/98 Agency Comments 1 12/30/98 General Revisions Scale: AS NOTED Date: 10/19/98 V*1 e t No.: 9816 Designed: ERF Checked: SLD i ff f, ^r 85 80 7' 75 70 a M fir. d F _!t I' r. Ile 80 Ole DV/1 WITH T BACK 3�6LF15"F o f, f 5a 2,00% . 70-" 1 17 STORMWATER MANAGEMENT FACILITY PLAN SCALE: 1"=20' J g { � t i 1 I i ! t { I E t { S # I { EXISTING i t i i I i ( I t i I GR01,1NDt i STAN6ARD VDOT D111 INLET I AND TRASH RACK (SEE DETAIL) 76.00 , t t t — t } i l - tI ----—__—!---- i___.._.. I �, T ATRIUM GRATE INLET WITF BASIN i PROPOSED I ! ! t t i I SEDIMENT; GRADE i ( TOP RISER 7E4,00 (SEE DETAIL 73.00 F4REBAYI 71,50 � VDOT #3 STpNE � 72.00 I t FILTER } I I t 4 I { f / ES-2 R P —'— _.._...__._.._____. 1 RIP RA 1 l t, _. _.L._ __...___.i_._._....._.___..__._._._._.._.._._.__.'_..__._.__.._..___.__...._..._......._...... 36 LF 16" 1R.C.P. f� 2 00� I lNu 69.38 i i FILTER FABr IC l ' 14 L.F.'6" VD1OT #3 STONE 1 EMERGENT AND i j INV, 69100 I I i INV.168.28 } [ f PVC PIPE i AQUATIC t ' Fl(-TER FABRIC VEGE TATIdN ; I I I t I REMOVABLE M Q VGA B L E STEEL R i t t { t t I F I C E I I..__.___. .... _.... .... .______,._..._{ PLATE! WITH 1.6 DIAMETER I 1 ? s ! i 1 1 ORIFICE, C/L 69.10, t 3 ATTACHED TO WALL i F t STORMWA-ITER MANAGEMENT FACILITY SECTION SCALE:-H:1"=10';V:1"=5' 1/4" FILLET WELD (TYP) TOP AND BOTTOM 1" STEEL BAND 8" DIAMETER 2 1/2"x2 1/2"x1/4" ANGLE 30" SLOPE TO DRAIN LO CO }— L 301, I a 16iff _Nw� NEYAL AA 3�'-O" MIN. lt�'_n" MINI FABRIC (TYP.) PIP -RAP DITCH N& TO SCALE #6 REINF. BAR- 20 ROD, WELD JOINTS AT TOP RING AND BOTTOM ANGLE N T NDS 6" ATRIUM POLYETHYLENE GRATE WITH U.V, INHIBITOR. (OR EQUAL) SLOPE TO DRAIN COMPACTED SOIL (OR STONE - SEE PROFILE) NDS #66 - 6" SEWER AND DRAIN PIPE RISER (OR EQUAL) (LENGTH AS REQUIRED) NDS #101 SPEE-D BASIN (OR EQUAL) EWER AND DRAIN PIPE INVERT ELEVATION CRUSHED STONE r ATRIUM GRADE INLET WITH BASIN r E McKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 ,,NLT H of �l a STEVEN L, DRIVER S NO. 019933 A r IVAL . Revisions: 11/25/98 Engr. Comments 12/30198Ge neral Revisions 1/14/99 Engr. Comments Scale: AS NOTED Date: 10/19/98 Project No.: 9816 Designed: ERE h ecke d Checked: SLD .e� J.I =:I ��/•may '. ,..:1`�.n�: '�;•i is � a r E "COhS111UCT U NCIN 10) O l 1 w S ` N DO LIMITS OF CLEARING AND GRADING PROPERTY BOUNDARY AS SHOWN IS APPROXIMATE. ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. ALL EXISTING STRUCTURES AND PAVEMENT TO BE REMOVED UNLESS NOTED OTHERWISE. -- TEX T IN I TA L ICS DENO TES EXIS TING FEA TARES Legend CONSTRUCTION ENTRANCE CE E. & S. STD. & SPEC. NO. 3,02 ,o00r° ,. ,000 n SILT FENCE SF E. & S. STD. & SPEC. NO. 3.05 -X X X- IP STORM DRAIN INLET PROTECTION E. & S. STD. & SPEC. NO, 3.07 CIP CULVERT INLET PROTECTION E. & S. STD. & SPEC. NO, 3.08 OUTLET PROTECTION �Jp E. & S. STD, & SPEC. NO. 3.18 SURFACE ROUGHENING SR E. & S. STD. & SPEC. NO. 3.29 -�-5 TEMPORARY SEEDING E. & S. STD. & SPEC. NO. 3.31 PS PERMANENT SEEDING E. & S. STD. & SPEC. NO. 3.32 nDUST CONTROL E. & S. STD, & SPEC, NO, 3.39 FENCE t CITY OF ,� COUNTY OF CHARL017ESVILLE ALBEMARLE tf .�` . y 20 I SITE 1 s T I, R u r t !f EROSION & SEDIMENT CONTROL NOTES �� l SILT FENCE IS TO REMAIN IN PLACE UNTIL STONE I IS PLACED ON THE NEW PARKING LOT, THE RETAINING WALL IS CONSTRUCTED AND SLOPE IS SEEDED AND STRAW MULCHED. - � LIMITS OF CLEARING / BROWN TOYOTA AND GRADING 5 / >.n 1. EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED IN ACCORDANCE WITH THE 1992 ~`. `� b4 J VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION AND SHALL BE THIS SHEET F IMPLEMENTED PRIOR TO OR AS THE FIRST STEP IN ANY LAND DISTURBING ACTIVITY. ��-- nrr%IAAr-AI'r /"%/"1AI-r1 2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED AND REPAIRED AS NEEDED UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. MAINTENANCE AND REPAIR SHALL BE IN ACCORDANCE WITH THE METHODS OUTLINED IN THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK FOR EACH CONTROL MEASURE SPECIFIED. 3. EROSION AND SEDIMENT CONTROLS SHALL BE INSPECTED AT LEAST TWICE WEEKLY, AFTER EACH RAINFALL AND AT LEAST ONCE DAILY DURING PROLONGED RAINFALL. 4. PERMANENT AND/OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO ALL DISTURBED AREAS WITHIN 7 DAYS AFTER FINAL GRADE IS ESTABLISHED ON ANY PORTION OF THE SITE. ANY DISTURBED AREAS WHERE CONSTRUCTION ACTIVITIES WILL BE HALTED FOR LONGER THAN 30 DAYS SHALL BE STABILIZED WITHIN 7 DAYS OF THE LAST CONSTRUCTION ACTIVITY. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. 5. SURFACE ROUGHENING (E&S STD. & SPEC. 3.29) SHALL BE PROVIDED ON ALL SLOPES GREATER THAN 3:1. 6. TEMPORARY SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, WHERE SPECIFIED ON PLANS, SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3,31. USE ANNUAL RYEGRASS AT THE RATE OF 100 LBS/ACRE, 7. PERMANENT SEEDING, INCLUDING LIMING AND FERTILIZATION AS REQUIRED, SHALL BE APPLIED TO ALL DISTURBED AREAS NOT PAVED OR NOT PLANTED WITH GROUND COVER. SEEDING AND MULCHING SHALL BE DONE IN ACCORDANCE WITH E&S STD. & SPEC. 3.32 AND 3.35. GRASS SEED MIX SHALL BE REBEL II TALL FESCUE BLEND AT 80 TO 90%, IMPROVED PERENNIAL RYEGRASS AT 5 TO 10%, AND KENTUCKY BLUEGRASS AT 5 TO 10%. APPLICATION SHALL BE 360 TO 400 LBS/ACRE. CONTRACTOR IS ULTIMATELY RESPONSIBLE FOR STABILIZATION OF SLOPES AND OPEN ZONES WITH PERMANENT GRASS STANDS TO THE SATISFACTION OF THE ALBEMARLE COUNTY S.E.C. AGENT. 8. NO LAND DISTURBING ACTIVITIES SHALL COMMENCE PRIOR TO THE APPROVAL OF THE EROSION AND SEDIMENT CONTROL PLAN BY THE COUNTY OF ALBEMARLE AND THE ISSUANCE OF A GRADING PERMIT. 9. THE CONTRACTOR SHALL ASSUME ALL LIABILITY AND RESPONSIBILITY FOR EROSION AND SEDIMENT CONTROL MEASURES, AS THEY ARE DESIGNED TO PROTECT ADJOINING BUILDING STRUCTURES AND FOUNDATIONS, PUBLIC INFRASTRUCTURES, VEHICULAR AND PEDESTRIAN CIRCULATION AREAS AND ENVIRONMENTAL QUALITY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE MEANS OF CLEANING MUD FROM TRUCKS AND/OR OTHER EQUIPMENT PRIOR TO EXITING THE CONSTRUCTION AREA ONTO PUBLIC ROADS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CLEAN ROADS, ALLAY DUST, AND TAKE WHATEVER MEASURES NECESSARY TO INSURE THAT THE ROADS ARE MAINTAINED IN A CLEAN, MUD AND DUST -FREE CONDITION AT ALL TIMES. 11. ANY SEDIMENT WHICH ACCUMULATES 1N THE SEDIMENT TRAPS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION AS REQUIRED AND WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER EROSION, 12. SEDIMENT BUILD-UP IN CULVERTS SHALL BE CLEANED OUT AND PLACED AT A SUITABLE LOCATION WHEN THE SITE HAS BEEN STABILIZED FROM FURTHER SOIL EROSION. SEDIMENT SHALL NOT BE ALLOWED TO BUILD UP IN CULVERTS BLOCKING FREE FLOW THROUGH THE CULVERTS, 13. EXISTING VEGETATION: GRASS WITH SCATTERED TREES. I Location Map 1"-2000' CONSTRUCTION SEQUENCING 1. BUILD EARTH EMBANKMENT FOR DETENTION POND AND INSTALL 15" RCP BARREL PIPE THROUGH THE DAM. 2. PLACE RIPRAP STONE WEIR FACED WITH COARSE AGGREGATE #3, #357, OR #5 IN A HORSESHOE SHAPE IN FRONT OF THE DISCHARGE PIPE INSIDE 'THE SEDIMENT TRAP AT THE DESIGNED HEIGHT AND WIDTH. PLEASE ALLOW ENOUGH DISTANCE BETWEEN THE BARREL PIPE AND THE STONE WEIR FOR THE RISER PIPE TO BE INSTALLED WITHOUT HAVING TO REMOVE THE STONE WEIR TO SET THE RISER. DO NOT ATTACH RISER PIPE AT THIS TIME. THE RISER WILL BE INSTALLED AND THE DETENTION AREA RESHAPED AND THE STONE WEIR REMOVED TO MEET THE STORMWATER MANAGEMENT SECTION UPON COMPLETION OF THE PROJECT. 3, INSTALL OUTLET PROTECTION AT DISCHARGE END OF BARREL PIPE, 4. APPLY SEED AND STRAW MULCH TO THE TOP OF THE DAM AND THE OUTSIDE EMBANKMENT OF THE DAM. 5. DO NOT DISTURB ANY UPLAND AREAS THAT DRAIN TO THE SEDIMENT TRAP UNTIL TRAP IS COMPLETED. DRAINAGE SWALE 3" BM-2 ASPHALT DIRECTS FLOW TOP COURSE TO SEDIMENT BASIN 70' MIN. EXISTING 2% 2% PAVEMENT l FILTER 6" MIN. 6" 21A AGGREGATE CLOTH BASE EXISTING SECTION A -A EX. CURB OR GROUND EDGE OF PAVEMENT 70' MIN. B ASPHALT PAVED WASHRACK �.-, c r EXISTING PAVEMENT B POSITIVE DRAINAGE TO SEDIMENT "MUST EXTEND FULL WIDTH TRAPPING DEVICE OF INGRESS AND EGRESS OPERATION PLAN VIEW 12' MIN. --------------- FILTER CLOTH SECTION B-B NOTE: A MINIMUM WATER TRAP OF 52.4 MM (21 IS REQUIRED WITH A MINIMUM WASH HOSE DIA OF 38A MM (1.5") PAVED CONSTRUCTION ENTRANCE ASPHAL T PA VING w ° --_---_--.__ �- 1.. SET POSTS AND EXCAVATE A 1200mm1220mmX 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW -- I III I III IO'l' i 1 1.75mm 3. ATTACH THE FILTER FABRIC TO THE 4. BACKFILL AND COMPACT THE WIRE FENCE AND EXTEND IT INTO THE EXCAVATED SOIL. TRENCH. /- �--- JIIi FLOW EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III IIJ�, ICI _ �U RE � I SOLRM, MvW Imal kgtalaft of Straws *W Falalo Mar Ban1wo for Sadimanl CoaltoLVA. DSM Slwrrood and WYOM CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) NOTE: THIS PLAN REVISES AN EROSION AND SEDIMENT CONTROL PLAN BY MCKEE CARSON FOR THE BROWN AUTO GROUP DATED AUGUST 28TH 1998. CLASS I RIP R 1 , jl \ RIPRAP HEADWALL INVERT PIPE SEplMENT COARSE AGR EGRTE ---' STORAGE AREA STORAGE REQUIREMENTS EQUIVALENT ` \ TO THAT OF TEMPORARY SEDIMENT TRAP, STD. & SPEC. 3.13 67 C.Y./ACRE WET STORAGE PERSPECTIVE VIEW (BELOW BASE OF STONE) 67 C.Y./ACRE DRY STORAGE (BASE OF STONE TO TOP PIPE INVERT OF STONE BERM( NATURAL GROUND RIPRAP 1' 2' HEADWALL\ I AREAS TO BE DISTURBED ti lC T, FILLED, ETC.)1-4 Ow 3. `-CLASS I RIPRAP VDOT 13, #367, OR #5 COARSE AGGREGATE AT12VFCOAE RI)/OLUME OWETSRGPOINT) A ELEVATION PLATE. 3.064 SOMOL- NORTM CAROLWA SEDftNT CONTROL 00"SM PLATE 3.08.2 CULVERT INLET SEDIMENT TRAP � r! MCKEE CARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 East High Street Charlottesville, VA 22902 804-979-7522 '0 �,p,L'TH 4p vSTEVEN L, DRIVERS NO. 019933 O ki ,IO.NAL _ Revisions: 11/25/98 E&SC Comments 12/30/98 General Revisions Scale: 1" = 20' Date: 10/19/98 Project No.: 9816.001 Designed: ERF Checked: SLID Sheet No.: Of: 9 ................. ................ .................. .... ............. .............. ................... .......... .................... ........... .. ................... .... ................... .., ............... ............. : ... ....................... ................... .................... ........... ......... ................ ................. .................... .. .................... ...... I., ........... DDAGGE.e--). FRCP I TCTS 1001 E. MAI;;;?I<r=T ST, SUITE 200 CPARLOTTE5VILLE, VA, a04/131J-8845-,fz-,4X /296-3040 NU V. 2 t,-) I " -J� i::