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HomeMy WebLinkAboutSDP199500016 Plan - Approved 1995-03-16t ,Y 1 631 RESTAURANT U.S. ROUTE 29 NORTH AND BRANCHLANDS BOULEVARD SITE PLAN VICINITY MAP 1"=2000' OCTOBER 28,1994 REV/SEO ✓qA1 ZO , /995 ROUDABUSH, =GALE, & ASSOC., INC. A Professional Corporation Engineers - Land Surveyors - Land Planners Charlottesville, Virginia SHEET INDEX COVER SITE PLAN EROSION CONTROL PLAN SHEET 1 SHEET 2 SHEET 3 SNLTfi OF 0� Lr V MarlyZV ale,, i (; 1727 �O s U R I �.�4 COUNTY OF ALBEMARLE GENERAL WATER AND SEWER CONDITIONS DEPARTMENT OF ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS REVISED- March 1, 1992 I WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS THE CONTRAC"TOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK 1 Prior to commencement of any construction within any existuig publiL right-of-way, including PROJECT N O. 9 4 - 017 4 9 connection to any existuig road, a permit for said construction shall be obtauied from the Virguiia 2 THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOTCOUNTY Department of Transportation (hereafter abbreviated V D O T) NECESSARILY SHOWN ON THE PLANS AND WIIERE SHOWN, ARE ONLY APPROXIMATELY CORRECT THE CONTRAC"TOR SHALL ON HIS OWN INITIATIVE LOCATE ALL UNDERGROUND 2 All paving and drainage related materials and construction methods shall Lonform to current LINES AND STRUCTURES AS NECESSARY specification and standards of V D O T unless otherwise noted 3 ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER 3 Erosion and siltation control measures shall be provided in accordanLe with the approved erosion CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE, ALBEMARLE COUNTY SERVICE control plan and sliall be installed prior to any clearing, graduig or other construction AUTIIORI"TY ON JANUARY 20, 1983, AMENDED JULY 1, 1989 4 All slopes and disturbed areas are to be fertilized, seeded and mulched Maximum allowable fill 4 DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY APPROVAL or cut slope is 2.1 Where reasonably obtainable, lesser slopes of 4 1 or better are to- be achieved 5 THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1 800-552-7001) ( ) r; r i, n 5 All drainage uilets shall have a 2-inch local depression 6 ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED .. DEPT OF PLANNING ray % VIRGINIA DEPT OF HIGHWAYS 6 Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the FROM THE TOP OF PIPE, OVER THE CENTERLINE OF TIIE PIPE THIS INCLUDES ALL FIRE a COMMUNITY DEV Albemarle County Director of Engineering, or his designee, it is deemed necessary in order to HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC stabilize a drainage channel 7 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SIIALL BE - 7 All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Controf DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY, EXCEPT WHERE -KHE LINE IS DEPT OF ENGINEERING VIRGINIA DEPT OF HEALTH Devices, latest edition. IN A PUBLIC ROAD RIGH"I'-OF-WAY OR AN ACCESS EASEMENT, IN WHICH CASE TIIE ACCESS EASEMENT SHALL ALSO BE DEDICATED AS A UTILITY EASEMENT 8 Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III ��, 8. 3' MINIMUM SEPARATION REQUIRED BETWEEN WATER LINE AND STORM SEWER CULVERT DEPTOF ZONING ALBEMARLE CO 9 All excavation for underground pipe installation must comply with OSHA Standards for the OR 6" SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2" THICK THERMA-CEL PIPE SERVICE AUTHORITY Construction Industry (29 CFR Part 1926) INSULATION IN 3' X 4' SHEETS AS MANUFACTURED BY NOMACA, INC OR EQUALLY APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY INSULATION TO EXTEND 5' BEYOND i CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN In addition to the above notes, the following statement must be included on all site plans which require PARALLEL ALBEMARLE COUNTY FIRE OFFICIAL V D O T approval The statement must be signed by the developer of the property prior to tentative site plan approval 9 'POUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITI' TO ACCOMMODATE TIiESE METERS, METER LIDS WILL REQUIRE A 1 3/4" HOLE TAPED INTO We the undersigned developer(s) understand that approval of this plan by the County of THE CENTER OF THE LID BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS Albemarle does not necessarily indicate Virginia Department of Transportation (VDOT) approval FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. of the plan Approval of the plan by the County does not in any way relieve me of my responsibility un obtauiuig final VDOT approval prior to the issuance of building permits and/or 10 ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE certificates of occupancy DITCHES I1 CERTIFICATION THAT 95% COMPACTION IS OBTAINED S1L LL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOLOGIST TIIE CERTIFICATION SHALL STATE THE EXACT DEVELOPER DATE AREA TIiAT THE CERTIFICATION APPLIES TO 12 VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RES"IRAINT POR THE VALVE DURING A FUTURE EX"TENSION OF THE LINE 3 "41" 3 SITE DATA ' ae'�4r f ' \ s ;;' \` LEGAL REFERENCE PART OF TAX MAP 61Z-3-11 SOURCE OF TITLE D B 1018 P 560 OWNER i �' :7� � + OQ� f ! , " r / eV' r ,j' jT � / f ' , , ? \ ' � , a' rf PRo.�OSEo ACCESS I ESMT Tp ACCOMO�ATE . m CU U cv FOOD LION P 0 BOX 1300 �Q ra ��' + �Fn BRANCH BLVD. � ,���� w/aTy o� BDTZ/ E�t/TPq,�/CE Q I as SALISBURY, NC 28145 CONTRACT PURCHASER/DEVELOPER G - =L Gv, FFO�IST GAS LINE S50 0 '`18"E 280 39 ° ti -� G G -' � H APPLE SOUTH, INC HANCOCK AT WASHINGTON � / ' � y, - --- �' _ G \ �,� I MADISON, GA 30650 P A _____m ..----=°�'--� - _ ___ ----- - '`_----- 3 P�� o CHARLOTTESVILLE MAGISTERIAL DISTRICT SOURCE OF TOPO AND BOUNDARY SURVEY ROUDABUSH, GALE ASSOC INC r � ___- -----" J�°" c� '� --- —1 ,__--/�i 25� Q, EXT NG_�-- -`""� STD iORM w" ------' ` r�- - „ y - W W `_ �- �_ PR �P G cc C17 w CIS J J J H ° "- r szo_ SEW ESMT u., ., " y .a, __---- ---- --- — /t/s7<1LL T,EE BEFD.PE E-Y/-5T- F� 20 ES,, T Q w > ZONING PUD THIS SITE LIES WITHIN THE ENTRANCE CORRIDOR ;a° /� �'V -' 3 VW r" ��-= a ` - _ _ =� - v Ei <3 V,9Z ✓E 4�E QCATEEX/ST I'v v TO .P.POPOSEO ,F/.PE L/,t/E' _� �� lS C' l/ji \ U UJ cz F- OVERLAY DISTRICT REQUIRING A CERTIFICATE OF APPROPRIATENESS FOR SITE PLAN AND SIGN c�µk /j , ,', ,,, �r, T� _----- �--, r w f u� L P - m _ LAMP POST (typ) "� PROPOSED A D I �E, O G �G��' F,Q z F_ O� O W '' m 4f � r I x CC SETBACKS BUILDING PARKING j In /V_- m �" x `�° ��x-- �, w FRONT 30' (ALONG R/W'S) 10' ( ALONG R/W' S) y,;,wA { ; I r 7-0,neq To PE✓ERSE rn m Gv7TcE m -m Ih��- r^' m Fj4 YC I z 1�f Hcj) U SIDE 30' (ALONG R/W'S) 10' (ALONG R/W'S) ; ,' i 6 0r a I �' Ih(�� I I �,� P J L 8"> W 8 c8'SAOOLE'7EE I-- w CD REAR 0' 0' ` ( i 3I I � k=s o I � �?' � ,R`5 R-n �, w Y� �E FieE W R=5 EXS T + w �E,qL OF,�' � .�%B�OON 9�l EX/�T T��s co Ec. x 8 G REo C17 U "G v r-i ¢ U) PARKING SCHEDULE' 4985 GROSS SO FT @ 13 SPACES/1000 SO FT = 65 SPACES REQUIRED `' p}' I i I' " 'a I { I ! �, a ' PR, . r' ruY Reao ''`/� a� C, W OtLME37/C �oP I °' 9 — m cv nj �� ��j�, (� �---_" -- w °C p -O I i t ! �° ; °- W W m {I 5 P��2� w w 89 SPACES PROVIDED ! i I x W Lrl W , n' rn X vl C7 x �, ff i I 20 I V ESMT > PROPOSED USE RESTAURANT Cn m m ��� \ \ 3 (� LAND USE SCHEDULE-0� I I I I I! ' + 1' Q F— v I 30 I \ `' ' (n u) w BEFORE % AFTER % BUILDING 0 0% 4, 985 S F 7% OPEN AREA 70,088 100% 30,724 S F 44% i I I IPARKING '3 ° ° o I I PS;,�EXISTING R- 3 cri Z Q ;j I i + ! ` / 3 AREA P 40P\moo w J PAVED AREA 0 0% 34 379 S F 49� TOTAL 70, 086 100% 70, 088 S F 100% i i I I ! \ ' CO✓E.P O✓ P x/L i. °;Ln P Cn I — — \ — F N �� y \ \ w O H NOTES 5� ' I \ ! h x ` m a'` c� c� 1 P2OP Cove 3/O� /9G� m R '7 1) x x O ! O � Irw w BM TOP OF CURB z ELEV = 433 62 Z Q w J -PAVEMENT SPECS. 6" OF #21a BASE STONE Q��, ! (' 1 ri ' W� Cr) m �V gz "' Ln `V 1 u� �� \ 2" OF S-5 CG 6 THROUGHOUT EXCEPT AS SHOWN JD(��5�'�2� �Q �� ( r i I ���! i ! I ' ' j n � m /38 TZ d V I !, \ to - m I x cr ,per m— o °1 cn k w m y R.40�'03E10 -THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED -ALL LIGHTING TO BE DIRECTED SO AS NOT TO SHINE F� �� ; i I I i i I) ; I I 5 w rn E95E/�JEti/T o TO CON�t/EG7- TO \j i ' 4 ( �` REVISIONS ON ADJOINING PROPERTIES AND LIGHTING SPILLOVER ONTO PUBLIC ROADS IS NOT TO EXCEED ONE-HALF ; i I ! I + l '\ ; , ; i Q cc: 9' X 8' SPACE (TYP) I I BR9�/CHGA 0� B� vo \ ///z//9¢ A �cEt/T� (1/2) FOOT CANDLE 1 -STORMWATER DETENTION IS ACCOMPLISHED WITH EXISTING BASIN @ SOUTH SIDE OF TOTAL DEVELOPMENT I '. I ' ) i I i\ 1 o , it, ', z z cc ! I m I' r \ /�ao/9s Fiti/AL svB '' +, I I, '! 'I ` I w Q 33 8 [1) \ 2/2/195 yLB CO COW -SIGN LOCATION TO BE DETERMINED AT TIME OF PERMIT APPLICATION 4 (I I ; cn � i 18' 2/28/95ACs9 Con�✓I SIGN IS TO BE PROVIDED WITH ELECTRICAL CONDUIT FROM BUILDING I \ (r} ' 1 � ;' c'7 cc 0 �`� w 0 ' p � 'tR=G4 � k � Ln �>- rn h cr o '� o rs ii � 18 2A' TRAVELWAY (TYP) I • \ 3/z/91 -�BACKFLOW PREV)ENTER ON FIRE LINE TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM �^• , f i V i �' I t Q CC � � I I .� -THIS SITE IS LOCATED IN THE ENTRANCE CORRIDOR OVERLAY DISTRICT a"'y ,h I III I o I ! j I Ln J w cuj n -THIS PROPERTY SUBJECT TO ZMA-88-07 BRANCHLANDS Cu { / / �' "' 3 0 �o z v9 III . _ t� n I -+ L L l PROF' CONC �/�Ey+/�L (� °, I I m comma/./�TiQv —�— -DUMPSTERS ARE TO BE PROTECTED WITH THE BUILDINGS FIRE SUPPRESSION SYSTEM m �� + w I I I !! q v� / '2 7 ui �'- o� Cr C _ �cvee �- ' © DATE a - ---- ,L _�,. — — — we EXISTING - 2 PCB 4 ._ _. tln r j i rn ^A f m ! ��ya i o , w ! o � P CX/�T/�/G --- --- STORM GATE 3s — — — I — STORM SEWER - OCT 28 1994 � �� i! TO 433 2 � 0- T/E ROOF h� . I I .K W ! ' ' 1 + I '' c, 1000 GAL SE /E2 GREASE TRAP i 4 � i SCALE 0, 0 v {_ l ( I I + I 'i L0' x l%5/P�cn i, C� PiQOP PRoi{ J - 1 - 20 ROOF O CL 5 I j i i 1 1 1}, CVPB DUf�lRDSTER T �� / _ ',4 o RjCYCLIN m cu2q cr w a=3 > Q ti'I I y! 9 i, I i ! �e c o\IUMPST�R m PROP j� V (f] j I t i _ PAD 6" SAN ° S F - �� CONTOUR INTERVAL i FENCED AREA', �-�`. ! c� Q co H w( 430- o P► C I I i + I0\ g 3 P cu ¢ Cn r- I FEAT 1 ,\ k fi ) ! 1 X .sue Xm �I i 00 m � X 4 Q `�' W //VV /.V I It , , ! i n +, L �� QOPosEo � � 114 Q to ' ROPOSED it 429 50 0 W 1 i ! I '' I I i �. XI I n ! yCCES 5 E.3.+�7- N w m R' �' 420- iP FOiP RDOF O.PG7/it./s � ,'f I (TRANSFORMER t � � � 7-0 vlJ� � _ - y ' I I I "' , t, R- R 5 s - �, .� I P s ,+� B O ULE cD 4 0 9 m i Q m m 1 Y O Q L P L P FOOD LION Q m 2' N50 °03' 18"W 280 38' CURB CUT PROPOSED D I �.su+ I x TMP 61 Z- 0 -11 f— \ 10' GRADING ES !-- --i— I I 120' ZONED: PUD Z = a Q " ` 1 i I I SMT Iz � H 440- 0� ViN `l (I i I 1 G ,i G, ! , II Q� H z cD k ,: �t it I 1 awn II —1 > h43/.9/ EX TOP ELi`I itIII Ll� E.I=�- ��� ' II'�i"+i�,l',+;�I+'� I j + , ( I i !, 1`I ' `' '' �` TOP 432 B 9 `� CiC� w z M ', I r ' I , t, I, , . i � cp I I /,vv 4-zs. I 99 Marilynn R Gale -- 9 _ W c� w W cr c i 430 - P2oP 1 Cert. No 1727 rT-� H ,' m (� ';9 ' "B I cn a ¢20- -57-0,A?AI2 Ste' WZFq - TO 1 tis'4.P,9.VT G /At/F t, I I �9 y0 n ' NQ SURD EL D 1 FOOD LION H wd o TMP 61Z -U3 -11 /NV 429403 3 i o ZONED' PUD Ur W 440 - h C 0 I 440 - h B Q o ° /.2E Z_ /.vE 43 0 - �3 �A M/,v co✓�`R L //l/E ,--, - 43a- 430- SHEET = 432.0 _ „PVC 5q J BO 94'- 24 .2C/-' 9 BLor;. ..... , I Peon oAvEME�/T ` 2/3 EX/ST sA�/ � V• T /8 t} 5�20--5,QAII7;g, 7,v s�w�.F' Z_/AXI-4- I � _ST0.4M �EIWE.P- "C " TO *; 3 ✓ FILE NUMBER 7672 2 SITE DATA' + LEGAL REFERENCE: PART OF TAX MAP 61Z-3-11 SOURCE OF TITLE. D B 1018 P 560 OWNER `FOOD LION P 0 BOX 1300 \ . SALISBURY, NC 28145 CONTRACT PURCHASER/DEVELOPER APPLE SOUTH,,INC HANCOCK AT WASHINGTON / MADISON, GA 30650 \� ' CHARLOTTES'VILLE MAGISTERIAL DISTRICT SOURCE OF TOPO AND BOUNDARY SURVEY \ • ROUDABUSH, GALE S ASSOC , INC ZONING PUD THIS SITE LIES -WITHIN THE ENTRANCE CORRIDOR OVERLAY DISTRICT REQUIRING A CERTIFICATE OF APPROPRIATENESS FOR SITE'PLAN AND SIGN SETBACKS'BUILDING` PARKING f FRONT 30' (ALONG R/W' S) 10' (ALONG R/W S) SIDE 30 (ALONG R/W' S) 10' (ALONG R/W S) i REAR' 0' 0 PARKING SCHEDULE 4985 GROSS SO FT @ 13'SPACES/1000 SO. FT = ' '65 SPACES REQUIRED + 89 SPACES PROVIDED '. 'PROPOSED USE RESTAURANT ` LAND USE SCHEDULE BEFORE % AFTER % ► BUILDING, 0 0% 4,985 S F 7% OPEN AREA 70,088 100% 30.724 S F 44% PAVED ' AREA 0 0% 34,379 S F 49% { -,-,TOTAL 70.088 , ' 100% 70, 088 S F 100% b NOTES. ( , -'PAVEMENT SPECS. 6]" OF '#21a BASE STONE G ' or S__5 I` �G 6 THROUGHOUT, EXCEPT AS SHOWN -THIS'SITE Ia NOT LOCATED IN A RESERVOIR WATERSHED -ALL'LIGHTING TO BE DIRECTED SO AS NOT TO SHINE { ON ADJOINING PROPERTIES AND LIGHTING SPILLOVER ONTO PUBLIC ROADS IS NOT TO EXCEED ONE-HALF (1/2) FOOT CANDLE -STORMWATER DE TENTION'IS' ACt,UMPL1SHED 'WITH EXISTING BASIN @ SOUTH SIDE OF TOTAL DEVELOPMENT j -SIGN LOCATION_TO-BE DETERMINED.AT TIME OF PERMIT,APPLICATION r SIGN IS TO BE PROVIDED WITH'ELECTRICAL CONDUIT FROM BUILDING -BACKFLOW PREVENTER ON FIRE LINE`TO BE LOCATED INSIDE BUILDING IN MECHANICAL ROOM s -THIS SITE IS LOCATED IN THE, ENTRANCE CORRIDOR OVERLAY DISTRICT -THIS`PROPERTY SUBJECT TO ZMA-88-07 BRANCHLANDS F -DUMPSTERS ARE TO BE PROTECTED WITH THE BUILDINGS FIRE SUPPRESSION SYSTEM SOILS.ON THIS SITE ORIGINALLY WERE (95)' W,EHADKEE SILT LOAM AND (34C) GLENE*LG LOAM. THESE HAVF- BEEN PREVIOUSLY` DISTURBED BY GRADING. ._ , , ' Y _ 'f' % ,+, ,,fj i- - ri•n r'1J r r s : .'y r- •'R "5• ,. , a ,' , ` �. . - ,J Q. BRANCHLANDS BLVD. \ G ---- _-'con/A�ECTioAV. IST GAS LINE °4 �A� ---- G ---� -- ---- S50'03.18"E 280 39' ='-- - - - -(;------- --- G - - --- -----� -G r � � �, PROPOSED LI CCE� S ESAt/l T TO ,' / �ICCoA✓/oogTE FUG G w/G7 Ty O.� ,±30 Z / EAtl T�E'gAl/CE 441/ 2 EX/7_ EISTNG LAMP POST (tYpl OPOSEO \ G' + LU Lj ra r QD in In 1 t s p `,1 ��. X T �+ 8 /) l �� SE9L OFA�, 0, gBAA 1,q<21 / U7 U • t � :V + � ji �' � BROP c y EX/� \UB CO�%.l,/EG . � F---{ z o n I W. At/I. \ Yj / \ w �C Lli a i) cn X , X r .P� ✓AO ✓E EX/�T 6.O ! n r ✓9G l/E PELOC/aTE Q ��� /.c /S�&__ TEM0,1 \ \ \ SF l i a Ex w V. -�I -o.54 X� ,x Z rOA0 .SEO/ At./T r ri h'At�E\ T, EXISTINN I T.ev \PARKING \ t I i AREA ' to /-/ Asss a` _ I"VIA x x �' ' X k t Bra --fop OF LUHB PROP coves /or<wgG� tr r EL-_ V - 433 62 tn \ � J Q� /. / 2 � � � � ( � t ,�L , •, t ' - s \ _ �BEAPn� � ' Y `-' r , ( AAQo�o.3Eo ACCE� \ \ w I O/.QEC c 7-00 COit/AUEC 7- 7-0 �` \ r r p /T YFLOw TO 9' x a8' wASN A�iT n C.�/GAc/O� \ g , ` j SPACE (TYF' B/— I G Z ff LLJ F- m ( aQC ran LL- rrt '' , , Lc/�%�%� •2Ac.�'/ _ / \ LL `-' VJ Q n (IL}� ( E1.�T.-E�t/TAP,9At/ lxr 33 B` l t I n \\ \ X k. ( ) 0 w a ' " TRAYELWAY (TYP) h Q \ QV CO LLJ 000 �j cn_jM o a PROS CONC /OEi✓LIL C� - , F. � w V 1 f I i I r•- ' � � h V rr v h + v j T+ " ' y' _ -•_- __ EXISTING CX A/0 3 �- - - STORM rl FT- ` 0 ! f , S` i ` :; (LIJn STORM GF{ATE 0 SE' E l m O i { f z' ' .o ( q0✓UST TOP \ ,h 11 � ( � I � t .`'_r,a pcc 0 n' ' { 'j, `�'r 1000 ' GAL _ L 3an/E,2 GREASE TRAP � �—' F I 1 , L ` •4 _ r = ' ....— • 9 T , k > 1 I _t�- ' 1 - ( z x,t, 'i:r&� I CU.Pd m / n i • N Z ♦` A, "- CYCLIt', crt CCA2B rr DUlkASTER `, / - "' aUMPSTER ' a a u' ` rat : PAD �' n `. i� PAD S' SAN_ S- k T_ c o X S S -x S, ul 7.N/.S E.�/TAP•9it/ E is AcvoT To aE l � Co•�.s-T,PvCT,o.v , , I j ` 1 h FENCED AREA', `��• n! I cu M P ri 5 0G T I ' ' a { ' �"a' !%, x OS:PROPE _=RNSFORMER 1 Oti,y it N50 Q3 18-W 280 38 ` 1 1 GENERAL EROSION AND SEDIMENT CONTROL NOTES, p �a Es -I:, Unless Otherwise indicated, all yegetaitive a�structural' erosion and ' BLOCK ANI�. GRA'VE'L' DROP' INSET BLOCK do ' GRA V 'L CURB INLET r j ' a 1 sedimgnt cgnLrol`practices will be'const uctof and malinia a r6sio r and f 5 to minimum standards and specifications; of the Vriiginsa Erosign' and �s :SE'pIM�'�V7' FIL7`ER SEDIMENT FILTE 1 Secimgnt Control Handbook and Virgi(u Regulattans vR 62s oz oo 1 1 Erosion and Sediment Control Regulations, a ! WIRE' SCREEN CONCRETE a4QCK 3 CURS INLET I ` j ES-2-The plan approving authority must be nvtiqrri one week prior to the pre a construction conference, one week "prior tQ'he,&orruaTenceinent of land ; --------- ' -- 1 disturbing activity,nnd one week prior to tlar;nal inspection. f ES-3: • All erosion aqd sediment control measures arf,'t%be placed { rigr to or as C, I 1 the first step in clearing. . ES 4: A copy of the'pproved erosion and seiliniaa contiil plan 'shall be FOOD LION maintained on tie site at all times: , ", :•- , _ w ES-s: Prior to ottt{tTencing and disturbing ' t ' :\ i TMP D 1 \ 1 F 1 n a�ti� ties` n, areas, other than ZONED P U D indicated on;here plans (ineluding,'but,not Vtp ed'to6ofi;ite,borrow or SCREEN CONCRETE aLocx waste areas),, the contractor shall submit asultlemg,IlaSy erosion control-- .—�--�-----^-- ,� I plan to the $caner for review and approval by t 1, plan approving' authority. , , GRAVEL FILTER I J 1 -att - - 3' 4. ES-6: The contractor is responsible'for,installatigxgot, additional erosion GRAVEL* I'll r; control mea4Ures necessary to prevent er asnon Iti}r y jdimentation as 6 y WIRE SCREEN RUNOFF determined by the plan approving authority,';, , FILTERED "WATER WATER WITH OVERFLOW ' FILTERED WATER a, E SEDIMENT //" " t r r f • '' OVERFLOW ^� 1 ES 7: All disturbed ens are to drain to approved p,diment'coittro,!"lTTea;ores at RUNOFF' ', ®®� i 1.;� --:., ., 1 all tune's duri�tg land disturbing actiyides`atia,cluring sit tieKelopment until WITH - • I final stabilizs� ion is achieyed. , F SEDIMENT_^ ^ • l''; .— '� R _ k ps I 4 • ES-8: During dewatering operations, water will b+• pun_ ped 'into' an approved i DROP INLET ' SEDIMENT° I I — • < Filtering device. - 4 - i ? ` DROP GRATE WIRE SCREEN a ` ' - . f - $EDIMENT i¢ ' ` \ ES-9: The contractor shall inspect all erdsiott`,:Ontiol measufes periodically and r x 4' WOOD STUD CURS INLET 1 after each' runoff -producing rainfall ciienl • AAy necessary'` repairs or t 1 cleanup to maintain the effectiveness o1 the'eiosioti control devices shall 1 SPECIFIC APPLICATION - - t SPECIAL APPLICATION 1 be made immediately. r , T' f d ,"I `,; P i THIS METHOD OF INLET PROTECTION IS APPLICABLE I WHERE i HEAVY FLOWS ARE,EXPECTED AND WHERE AN OVERFLOW THIS METHOD OF INLET PROTECTION IS APPLICABLE AT I CAPACITY 1S NECESSARY TO PREVENT EXCESSIVE PONDING '. " , - CURB INLETS WHERE AN OVERFLOW CAPABILITY 1S NECESSARY , F AROUND THE STRUCTURE.° ' , TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE 30 ` PROPOSED XlccEjs E sA✓27' N To C0At/tiEC7` TO ', B.4 9�c/C/aL g t/03 Bo vZE ✓A.40 FOOD LI0N TMP 61Z �ZONED: PUD tiALTfy l V Marilynn R. Gale Cert. No. > L 1727 l4�lo SUR10 t r k �' • GRAVEL SHALL HE YAOT //3,`#357 t,R y5~COARS>r 'AGGREGATE. THIS PLAN I S FOR EROSION AND SEDIMENT CONTROL O N L • GRAVEL SHALL,HE VDOT /�3, /j357 OR �5 COARSE AGGREGATE I ,T, ��l ; � , - 4 � ,- a ,• ` 3,, •t.. o ' y ' ,I, t " � ` ' ' Ia ' , • ' ' ' ' 1 " e ' ' ' . � , ' • ^ , ' + ra u 4 i •M'r ,'1i „r° r • v , r � �' ',j. �; t r :;,' 'Ir'p ° k. t i � ' �' i r � r � ' - .q;`�° .T�tf I '' •+k a�i,'„ 1__J Gil z I—1 H Z f--I . Cr U < > 0 cc t.L w CI) o J -.,J w H-t > Cn CZ}�- Fw- W g Q CD U U7 tz z 0 cc ch Tr W a arc O W CI [� H 0 CO Z Z Q I W REVISIONS z/Z2/95 CO. CO.,4.1,-) \---- GATE JAN. II) 1995 --- -- SCALE -----_--I CONTOUR INTERVAL I F EE T ■■ z a d F- J cc Cc a. D a O z z ,. 0 H > LLJ CC CU Z t-- W Z z cn I-- _j 0 li wO D W a V LU J LU Cc Z Cc M W 0 w m I1 a 0 Q cc W SHEET NE