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HomeMy WebLinkAboutSDP200100100 Plan - Approved Final Site Plan and Comps. 2001-12-17' r�' '~ ' ''zr /� � ' ' ` ' ` r ��.����` ;��� � � � ��' � �]�' �� ^ �= � ' �- � '�° � �`� ~ ' � ' '� � �` ^ �'`". ' ' ' � `^ � �-` ����� ^�� �` �` *`��� ��/���, ���^/�� l,� �� ���� ' '~ ~ ` ` - �^ � 1 12" [..* I � I uj .. I � I I . � 1, � � I I i I Ittl I S I I' I - . CG -6 uj TYPICAL 5' CONCRETE SIDEWALK NOTES:- SITE WORK 'CONTRACTOR I I .1 .� � � I 2. OWNER OF LAND: ALBEMARLE S.P.C.A AND STUARD R. WOOD, JR. � -1 i I�El I i_=_� - EXISTING COMBINATION I 0 1 - . I T I ­ I .I � � I -1 � . - GROUND 6" CURB 12' NTH 2" MIN. STONE BASE(TYPE 21 -A) 1) THE SITE WORK'. CONTRACTOR IS RESPONSIBLE FOR THE � .� I SEPTEMBER 6, 2001 -- I . I � I I I I - I I T_ "NIZ AND GUTTER 1 2 4' TO 6 O%�, N OF ALL'�UTLITIES TO -WITHIN A 5 FOOT DIS-TTANCE OF TH NOVEMBER 8, 2001 1 � � ­ :�.. " I � (TYPICAL) I . -1 � go MAIN BUILDING. HE -WILL PROVIDE'' THE APPROPRI ATE', F1 TTT N I . � If V�61 — ,, 11 J, I � ff . 11 � -- I [--I I I— �:: ,[�� � I so A& TO ALLOW THE GENERAL CONTRACTOR AN EASE- OF CONNECTION. I � , I - I � SUR 1//4$1:11 BE"DONE 'WHEN AI_b�THE GENERAL, CONTRACTORS WORK IS COMPLETE. PAINT I .1 _1� 1 OF CRUELTY TO ANIMALS, INC. 1 XDZ� - - I . _ 1 /4": 1 * I : 1' SLOPE I MATCH GRADING PLAN I . STRIPING OF ALL SUR. .-WILL FOLLOW-TH[S FINAL SURFACING OPERATION. � ATTN. DANIEL J. MEADOR, JR., ATTORNEY 1 2 " w Z�� -*__11 0 A - "..".. . 1". 3) ALL, FINAL GRADING WILL BE ACCOMPLISHED BY THE SITE CONTRACTOR IN - -11 � _11 . I , _', - 1 4) THE SITE LIGHTING WILL, BE,. DONE BY THE SITE_WORK CONTRACTOR IN � � I - MATCH BUILDING - I I \ COOPERATION WITH THE GENERAL CONTRACTOR. ­ I . 11 I I ----__ I j .- li� � / I ­ I � I I PRIME COAT _)UBGRADE=CBR MIN. 10 5) THE LANDSCAPING WILL BE.THE RESPONSIBILITY OF THE GENERAL, CONTRACTOR. I I � 2246 IVY ROAD, SUITE 5 1 -11-1 I -i. I I:_ �� I I ---A- - CHARLOTTESVILLE, \UR(�N|A 22803 "^ '-- ��--- -�� �� � TYPICAL PARKING T��qp � PHON�� ( g7l-1�81 _ PLASTIC HARDWARE - BERKMAR DRIVE IMPROVEMENTS- - AREA OF CONSTRUCT10N � - FAX:. /804\ 293-7612 - ---��� �' � ---OR GALVANIZED STEEL / ACCESS ROAD (S.P.C.A. DRIVE) SECTION . * TYPICAL - --- ---- '-' N. T. . I SEE SITE PLAN.SHEETS 5. BOUNDARY LEGAL DESCRIPTION AND TOPOGRAPHIC INFORMATION B�� ` p@nExx/m vwnE m*- � I E 5 - ROUDABU�H GALE 8c ASSOCIATES, INC uu� xvc.n mumocn � 14 W(}N7lCELL[) ROAD, CHARLOTTESVILLE, VA' K4E5M HARDWARE CLOTH FIELD SURVEY AUG5996 *m�u��w FIRMLY TO 0 1 - STOP FULL FRONTAGE IMPROVEMENTS I � I I � �, TOPD AUG. 30 &' SEPT. `ANCHOREDJ' 1986 ` !'OUTSIDE OF STRUCTURE. I - I 0 NOTE: . AT THE PROPERTY LINE AND PAVE I I- V=WATER LEVEL TEMPORARY TAPER TO EXISTING. DROP � ..' l5. BENCHMARK INFORMATION: BW #331 : PK NAIL IN PINE TREE @PET CEMETERY - 549.85 ;1 INLET. PAINT STRIPE THIS TEMPORARY ;' I BM #715 : PK NAIL IN TEL POLE [)FF WDODBURN ROAD - 583.45 BM #515 ; PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 SOD IF PARCEL T.M. 45-112F IS NOT �, CONNECTION. 0-o' DI -7A WITH FLUME, , A,�2t��.��, / THESE ARE TIED TO THE BERKW/\A PLANS. (U.S'G.S. DATUM)12' POROUS BACKFILLbUU @0001b / ft 0 1 z L 530.00 f � 11 0. W= 1 5. O' ---o-- HARDWOOD DEVELOPED WITHIN A REASONABLE TIME ' TOP=515�97 0 , � 7. MAGISTERIAL DISTRICT: RIO --- 8' LEGAL INFORMATION- TAX WAP 45, PARCEL 86 D��� �[}()� 14�7. �A(�F �lD| � � HEEL: "- - � u�ri� q,u �iL|�� ' 7-7 �tL�*mu DEED BOOK 1488, PAGE 698 PLAT ~ P O BOX 7O47 ' '`~'`'~ 20%LEAF ~."L°. . _ . r 3Oy3 TOP CHARLOTTESVILLE, NR{�|N|A 22BDO | --�----- GRAVE SOIL THIS PROPERTY IS LOCATED ON THE WEST SIDE '°�m��*'' �" P�RFORAT��--/� /�" �� 1° ()FBERKWAR DRIVE, NORTH OF WOODBR{)0K DRIVE '� � NOTE� �V� ��App�� Li �RAY�L �ND �JO��ROOK C0URT, ACROSS FROM PLANET FUN. STEEL , |N FILTER FABRIC UNDER PIPE �� B. ZONING: THIS PROPERTY |S �0N�[) �-1 '\TDE�� 5 ' �'' --�- VV=15'O -°a- T.k:. 4�-11�F i\,� 11 N I , � I i ' ��J J \ \i / ;, i ,I ' � 10' W|N|WUk� BUILDING SETBACKS FOR AREAS ZONED C -l: / ����T��i ��l���T[lvz\ �.�. P , T���O���Y JO' F�0k� PUBLIC RIGHT-OF-WAYS T � | o| r | \^��w�^�u ~~^~~^^=m/ \��z-��A�' ~''�`~��~my �� - �� �r \ ZONED `�-' 0' ��~ '^k`' GRADING �� ���D2.`i y//0Y� /STA 22+00 DI -213 I TOP=515.78 / T.M. 45-112 /STU4RD R. WOOD, JR. / , D.B. 1453 P. 357 50 FROM FR0N ADJ4CEMT RESIDENTIAL PROPERllES� °I 1=111=111:- 11' PRESENT USE: ANIMAL SHELTE� `�=1 I 1=1 I 1=1 I P . I / I 1, I Ii / _. ZONED R-6 12' PROPOSED USE: ANIMAL SHELTER WITH NECESSARY OFFICES .SEE ��E ���| � 13. THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. 14. THIS PROPERTY IS NOT LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. T.M. 45-84A / ,CONSERVATION 11 0 _ 11 I j 1� to 15WA�|WUW AMOUNT OF PAVED PARKING AND VEH|L�ULA� C|RCULATlON ' COMMONWEALTH OF \4��|NiA (:D (D 1 " AREA! I .�_� —ILN86-0412,8"W I/ / AREA =3D,355'79 3(}.FT [D.0� ACRE�\ N]{]T R|�HT OF ��Y SECllON 16. PROPOSED PARKING: 48 REGULAR SPACES REQUIRED PARKING: D.B. 1887 P. 424 � �� 4 HANDICAPPED SPACES NO STANDARD PARKING ' / / / ZONED R � / � /c� T.M. - -- - ' /,2,j / PLANET FUN U L L CREC)U|REkJENTS FOR �\N|WAL 5HELTERS '' ', \^ ' _ / uc DB 1�O7 � 1�� PROVIDED SPACES ARE ADEQUATE �' , ' ^ - ' ' ^ � / �� DB 14�� P 698 PLAT 17. ABUTTING PROPERTIES: TAX MAP 45. PARCEL �7 / �~ - /'' J m ' ' P. . /' ' wr ' ZONED C 1 DEED BOOK 1753, PAGE 543 � ����� - / /� �, / i / / - DEED BOOK 1420PAGE 722 PLAT -_~ ' / / / / ^ / COMMONWEALTH � F N��|N|A / ���T'���I���T� ��'�������-I�����-� �� �� ^ -- -- /� '� � / � /� 8"X,30- TAPP|N� �L�FV� OF ' REINFORCED CONCRETE � �� ��������)` FACE // , W�5.04���,yy / 1.~~_ � / } �/ / AND VALVE VDOT RIGHT 1�)1 ORANGE ROAD DIVISION ' ^\ kJ.T.'�. �/ . ' / _ CULPEPER `VA 227O1 -38U9 `` /11 18i a PLAN PREPARED BY KURT u GL0EC�NE� P.E. '� P.L.S. ��� '/ / y / ' M. ' ' ' ' � ' / `` .-'~� �� \ \SH�V ���n� '{ i\ ���« / ��J///// JY / / / 0 . I .~ _°" .".`�" = �, `" ."� �'.�~'°/ /� 22MAXIMUM NUMBER EMPLOYEES = 15 COMMONWEALTH OF VIRGINIA � Q> I / , �,_ I I I / / I \ 10 \1 I / c� J I , "I _r, I - _t , , 23. MAXIMUM HEIGHT STRUCTURE = 35 FT. I/ VDOT RIGHT OF WAY DIVISION `1� I / / .1-, ,-- . 1 . x //// . 11 , 2 4. HEIGHT OF STRUCTURE AT MAIN ENTRANCE = 21' / D.B. 1821 P. 605 ;/ Pr --T Iq- \ il C , / � / 6N C R`E A 25. BM.P= 2.5% OF 53,024 S.F. = 1326 S.F. (USE 15'X90*=1350 S.F.) ZONED R-6 / - 1., I .. I . - -1 I -e : /, I // / / / '.CEMETARY/` " I � 17 \ GUATER\ . I ,- w T / '1� '..... '. - --- _ _,fz \NAL -L- ,-' '.1 ­ , x --'x ; x � [ 4 / I I / .. ,k,A-7 _.. * .- "I I _ _ 11 f, -k / , I . I I\_x + : 1--: 1. - .. -, - , ___ ­ "I ­ i I J�_�/ -;� I "/ IF 1j., DR, AIN AGE SEASONAL "RUMMAGE SALE" OR ANY OTHER FUNDRAISING ACTIVITIES _ , _� /. I I i -, � ' I WITHOUT AMENDMENT TO THIS SPECIAL USE PERMIT, OR /' �z . / '/111 /FORCE MA � a I 1 4 - __ " �, - / / 1,, APPROPRIATE PERMITTING BY THE DEPARTMENT OF I / // . : ;: . 91p"\\ 11 ------ __ 1.1 --- " __ i ? ANIMALS SHALL BE CONFINED IN AN ENCLOSED ' , I J 6.5e: 0 4r, I I " , --,; I /, _,11 _ . ­ I .", - __, 11 ,__ " - ­ i J, - / _ F i /, r I ,.,/ I �� I i I A ------- -, , Z, " I " ; 11 I/ / ) - 4 I 1-1 A VETERINARY HOSPITAL WITH ASSOCIATED OFFICES 0 1 . I I i ,-11__� -,,�, I'll, -,. I \1 000, I " I I 1- I 1 POND "I r 1­z`1k � I/ . , , / " / - ) � " Ll " � CONSTRUCTION. / <� / 11 _. , T , c/ " _� -, � ,". - "' 10' I , ( z '1�z I REQUIRED ON THE DOMESTIC WATER SERVICE �, _e . I I , \�,�� / I 11 v ) I 11 " "I / , 1-31-11-l' z V__,:�_, , -1 ,,, 1, _� - - , - '. / // " __1 1� , , 0 \ __ I 1� 6. NO FLOOR DRAINS WILL BE CONNECTED / 11 1 T 0. 55! ACRE' RESIDUE , I N ! IV 1c, , WHICH WILL BE .y r,� I _­1PROPOSED TO REMAIN R-6 1_�, 11 11 f I �� i �x , , 1 11. / - __ _-e's "_/-_��_ ____ L= - 6.0' 1 �\ \1 K " _­' STORMWATER RUN-OFF. �4 , THF, SPOO- _ 7. FULL FRONTAGE IMPROVEMENTS /I I I ,R 0 --,, , __ - __, ___�_", P K ­N(Al L I N BASE ,rf, 'c___- 2" WATER— I AS REQUIRED BY V.D.O.T. SHALL 4��/ _ li I <�/ ,, , I ; , - , , -7 . ­ —, 0 — Tv, �1� " I / __ ED / I I ' ­_, _ I , . - �� - _�l / IN ACCORDANCE WITH SITE PLAN �O/ , / , I OI 1: 11 .1 /1", / , I . '.1 ,. " - " \ ilk �Wll ,,, __ la.��,-_'­ _��, _/* I 11 _ I f JUNE 12, 2000, Z... -, - 21 11-1.'. I ., 'N61 *42'5-7 1 I 1, , 1, i 4441 v 11 I ­ 11 11 � - 1. - I I __ ,__", 5S&q,4 - 1�_, . co, ODE " / , � _ ,_ , -, 11 , /---- I 9. FOR GEOTECHNICAL DATA / I /� .. .. ! 1.0"! P .1 I L 11 ;�� �AN. SEWER__._ F� SEE GOOCH ENGINEERING AND , I . . " . ­ . ', I , 11 "I I . Y , .; " i Ill ! I _­_ . J�� p"�, /' -7 � " __ GRAVEL 1, APRIL 20, 2001, - I . �­ 11 I " I I l< " � ,... . I . X --/ I 0 1\ I " I / I I 1 (4.� I I / -&-,-.* VEL """ '" . j . "I I I -, ", " I /I 4 / - \ -11 n, _" 5- __ / / / / 1 1 ,_ 11 1'� - I ... I .111 I "_ I ! , I / CON$ERVAT�D __ 1_1111 1 '. , \4 / ' 1.1�4t -_� / / , I I , o0or ­ I (-A __;_ --w,51,—U, ' I 11 .1 — I I ,� - �., — '1/f I T.M. 45-87 - // I _ ,\,- --,' _ . 0 - I _,_ i N — A �~....~.,,.�.,�... ~. ..`=~` {|(}VE VDOT RIGHT OF WAY DIVISION D.B. 1753 P. 543 D.B. 1420 P. 722 PLAT ZONED �-0 ' I — �,I ''I - ". 20' PARKING SETBAQK_ .ANT­UNDISTURBED,--I3CfFFER LINE 4ROUND ENTIRE --I- SHOWN, - , \ . ___ ___ " .1 __.___ 11 _____ --.--,- I __­ - , 'A ,---, ill r, � STORM ORIFICE9" N�2-�4'15"YV �71 55' ' �. / �-' �r - .' ~ ' ' �WATER` / / ' � �� '' ' �/ / �' '' '' ' ' � DETENTION � / / /' ' ~ ~ / '~/�' / / ' .' �� � �/ ' �r'' ��~ �' _ ' ~' '~- ~_ '-- � . ' ' '~ ~ ~-_ ~--- '~ - ' _ . `~ - �Ll-" DRAINAGE EASEMENT V�DT pAR�EL // ' '' ./ / . - '' ^,�) '� -'�' -� '� ` ~ ' / ./ �- _-- ~' ' 11*_,"-' ", , z ,~~� 3�O�� ------ ' �' ' , `�� ' -- - �` |NV=51��O / � �� / , / - -- �'~ -�' ' ~~- | �r ! / .'/T.Ki. . �- ' ~~� ° ' ' EU��NE A A���RSON ' -^ '! 1� PVC TEE '� A. � ,/ - '' �� �' �.B. 17�� P. 1Q� DETENTION MANHOLE DETAIL // ^.,,�,^' ZONED �-R ]��=OUTODOR UCHTlN� PO3|Tl'N U -�..'KK /' N�LL��" � N.'[S.|\ 0 = DROP |NL�T �O\ THE {�OURTYA�D Y0LL CON�|ST OF �0N�R�TE ��LKS AN� !, d H I ­ 1 2\ MH = MANHOLE I GRASS SEPARATIONS. PROPOSED SANITARY SEWER TIE—IN DETAIL 3\ CO = CLEAN OUT 21` O° P.V.C. SEWER LINE BETWEEN S.P.{�4. BUILDING AND PUMP STATION ' IS A PRIVATE LATERAL TO BE BUILT TO BOC4 CODE PUMP STATION 4) ---------TEL--------- = TELEPHONE LINE ' ' ' � ' ' TO RECEIVE MANHOLE IS PRIVATE �YSTEW 5) SBL = BU|L0N� SETBACK LINE ' / 77\ V'�.{}.T. ��-1 �AF�TY ��A�� /\�� REQUIRED FOR MANHOLES OVER O\ ALL PA��|N� 3P�{�ES ARE � X l8 'TYp|CAL\ ' 1D FEET |N �EPTH. " 7\ = INDICATES SLOPES ��EATER THAN 257� 2�\ CAT LITTER |S PLACED |N SPECIAL B.F.I. CONTA/NE�S AND APPROPRIATELY REMOVED '' FROM SITE BY B.F.i Ln c� 24\ ALL ANIMAL WASTE THAN L|TTER\ IS DISCHARGED INTO THE SANITARY WASTE "/ SYSTEM AND IS APPROVED TO D() SO PER THE 4LBEk�ARLE COUNTY SERVICE AUTHORITY �� �1710 . ��-�-�� AND THE R|VANNA WATER AND SEWER AUTHOR!TY. E EWARLE �P.C.�. QUALIFIES S AN OPERATOR 25\ oz N ALL FX|�T|N(D.I. |N B�RK�AR EXTENDED WILL �E MOVED AND RELOCATED T{THE NEVSEWER i m CE�ETARY'AND - k . . �SLOPE � -Y) ^�m 9\ THE PET CEMETARY QUALIFIES UNDER THE DEFINITION WILL BE EXTENDED TO THE N�YY D.I. LOCATION. �n ,� `- OF THE CODE. \ -� | ' 2� BERKWAR EXTENDED V�L� BE R�-�T�\P�� TO PROVIDE FOR LEFT TURN LAME T{} T.M. 45-109C o m 1O\ THE PET ��J�TARY VNLL REK�A|N �5 |� /UN�|STURBEDl / PROVIDE SAFE ACCESS TO �PCA FR()k� SOUTHERN APPROACH. /VD(}T. 5p��|F|CAT|ON�) ' ^� VYD0OBROOK ' `� ' � ��~ ' \ / . . . . . ` . . . ' - _ .�_ *� AS�{)�[�TE� - 11) THE �HED� AND pR0PANE TANK ARE ACCESSORY _ ___ D.B. 1742 P. 699 .� �TRU{�TURES AND V0LL BE PLACED WITHIN �T��T7 T�` ��/��TYJ�n� ���J��T�TT7��T�TY��� - ZON�D C-1 t- THE APPROPR|/\TE SETBACK LINES. ���u����z�����a� `���v��n�� u��n^���nx�������n��SEWER"FORCE -1 0i �I 11 OT 1 2> THE NEV ENTRANCE FOR THE S,P.C.A. FACILITY |S TION NOTES FOR SITE PLANS I 1)w MAIN i I R=50.00 -lO9C1 T.M.451� PRIOR TO ANY CONSTRUCTION WITHIN A^NY EXISTING PUB L|C RIGHT-OF-WAY, "INCLUDING CONNECTION TOL=8O5O L'L' � G|LRAy ALIGNED WITH THE CENTERLINE OF PLANET FUN D.B.1500 P. 4O1 � DIRECTLY ACROSS BERKk4R DRIVE. ANY EXISTING ROAD' A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION It LOT 2 TMP 45-109C1 2' -17 I I EASEMENT 3) EACH OUTDOOR LUMINAIRE EUU|PPED WITH A LAMP � 'TH|� PL�v A� u ^'m^YNu/^uCuRA/o-Y �crLECT THE Rcuu/�cmcm/S )r/nc rcnv/'D'B' 1��O P. 45� PLAT c�� -r-, SANITARY WHICH EMITS �.OU0 OR MORE INITIAL LUMENS SHALL �E ANY DISCREPANCIES CUR REQUIREMENTS OF THE�ERK|T SHALL GOVERN, THE - to EASEMEN \�^ -----~��w � A FULL CUTOFF LUMINAIRE OR A DECORATIVE LUMINAIRE . ALL PAVING, O�A|NA�� RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM T0 CURRENT � SEWER �� zkc� 1^ N�U— WITH FULL CUTOFF OPTICS, 2 SPECIFICATIONS AND STANDARDS UNLESS OTHERWISE NOTED `-` `o-0 41- / /A /W+ vDx/Mv+* /)C/xx+//m_ Comu puummc AprA 4 r70nm/nx umn Qnrunnm rnmrDrx UE:_xo/0�7Q QumL/ QC:' 0Dr"11n1_-7nn./^rrnon^mnC7-`mnrW'-TLJc^000n`'cn ______ - � � / 1�Y R{�p/ k'N�rRWNCE IN,, OF PLANET'L Ef :'i ligggriff q, alprowiff T.M. 45-112 - . CONN. #1 4 . STUARD R. WOOD, JR. / I / �. , - /D,11, I / / - 0 1 BROOK DR. 60 Lu -, / �� D.B. 1488 P. 698 PLAT � / 171 / i � . 1 1 �j t STA 17+40 Lt:��=5755.50 "[ e,�- ]---4---- I I o_Lq . - j will SITE MAP SCALE: 1"=2000' MOVE EXISTING D| -2B TO NEW CURB POSITION. EXTEND EXISTING 15~ R.C.P. TO CONNECT TO NEW D| -2A LOCATION. MOVE EXISTING D| -7A BACK 12.0' AND EXTEND DEPTH TO MAINTAIN THE EXISTING INVERT ELEVATION. ALSO RELOCATE 15- R.C.P. TO CONNECT THE D|-74 A�D THE REL0{�ATED D|-213' EXISTING D.I. BOXES WILL BE FRAME AND COVERED WITH SOLID TOP. TOP OF COVER TO BE 1 1/2" BELOW FINISHED SURFACE GRADE. ALL PIPE EXTENSIONS WILL USE THE SAME PIPE MATERIAL AS EXISTS. I / / T.M. 45-112 STUARD R. WOOD, JR. / I / �. , - /D,11, I / / - 0 1 BROOK DR. 60 Lu SITE MAP SCALE: 1"=2000' MOVE EXISTING D| -2B TO NEW CURB POSITION. EXTEND EXISTING 15~ R.C.P. TO CONNECT TO NEW D| -2A LOCATION. MOVE EXISTING D| -7A BACK 12.0' AND EXTEND DEPTH TO MAINTAIN THE EXISTING INVERT ELEVATION. ALSO RELOCATE 15- R.C.P. TO CONNECT THE D|-74 A�D THE REL0{�ATED D|-213' EXISTING D.I. BOXES WILL BE FRAME AND COVERED WITH SOLID TOP. TOP OF COVER TO BE 1 1/2" BELOW FINISHED SURFACE GRADE. ALL PIPE EXTENSIONS WILL USE THE SAME PIPE MATERIAL AS EXISTS. I / / T.M. 45-112 STUARD R. WOOD, JR. / I 1453 P* 367, /D,11, I / / - 0 1 Lu -, / �� D.B. 1488 P. 698 PLAT � / 171 / SEWER I I- 77������� :E 1, LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ALBEMARLE COUNTY SERVICE AUTHORITY TZ6. 4b,k ------- DATE- *IS*Vj , "I 11 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 4ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM J -T --r JA A, DAT E 1 , I 7: , I ". 1��x 76, , SHALL NOT EXCEED 1/2 FOOT CANDLE, ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF DEPARTMENT OF ENGINEERING r 1 -17. 1 Z. 1?1 .1. i:.. I'll ;;; / / 7 - ­ / 2' 15) THE BUILDING WILL BE SOUNDPROOFED AND BE ACHIEVED. PLA FIMENT . 1`� - /if/ / / I IN F__ 2' AIR-CONDITIONED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE NNING AND COMMUNITY DEVELOI - D A TE _[.Z-jj-b1_ L_ EPARTMENT OF ZONING _ / � i 1 '/, j I , I—— 16) THE EXISTING STRUCTURES WILL BE DEMOLISHED, ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED -_ v DATE Z-0-01 i __ 3 �_, 11 11 ­ / " . NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -, I i �;3 2 ­'_-) 4i, _ - , 1 j / / / I/ / / IIF 1 7) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE FIRE OFFICER ,-) -!�;, 4m, _1�, I I 0 6.6 2' i . 4 - w 11 / I INSTALLED WITHIN THE BUILDING IN A CONCEALED 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC DATE __14 -of WATERLINE EXISTING N 5 -11'36 'I 5 " W `1 8.07' 18) THE FENCED YARD IS FOR DOMESTIC ANIMALS. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill, BUILDING OFFICIAL I - _S - I. DATE 12,14-m WATERLINE I / 19) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS i - ­� 45',--` THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 O�V co I 4�g Q:�J�c -44NL93 ' / o7 �4 <w '00, Z�� / / / \. / / / , . / ,i <�c J013 NUMBER"' ,I � 00-019-00 1� � / DWG. = NAME � O19SP5.DWG ^r ������U���������U N O[ 5 - i � . 1 1 �j t STA 17+40 Lt:��=5755.50 "[ e,�- ]---4---- I I o_Lq . - j If 0 r-,) LIMITED PARTNERSHIP �_ c) i- 0 1 < DETAIL ctf 0) 5z Z I Of - i 114 0 U A .--- SEWER I I- 77������� :E 1, LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. ALBEMARLE COUNTY SERVICE AUTHORITY TZ6. 4b,k ------- DATE- *IS*Vj , "I 11 RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS 4ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM J -T --r JA A, DAT E 1 , I 7: , I ". 1��x 76, , SHALL NOT EXCEED 1/2 FOOT CANDLE, ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF DEPARTMENT OF ENGINEERING r 1 -17. 1 Z. 1?1 .1. i:.. I'll ;;; / / 7 - ­ / 2' 15) THE BUILDING WILL BE SOUNDPROOFED AND BE ACHIEVED. PLA FIMENT . 1`� - /if/ / / I IN F__ 2' AIR-CONDITIONED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE NNING AND COMMUNITY DEVELOI - D A TE _[.Z-jj-b1_ L_ EPARTMENT OF ZONING _ / � i 1 '/, j I , I—— 16) THE EXISTING STRUCTURES WILL BE DEMOLISHED, ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR=S DESIGNEE, IT IS DEEMED -_ v DATE Z-0-01 i __ 3 �_, 11 11 ­ / " . NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. -, I i �;3 2 ­'_-) 4i, _ - , 1 j / / / I/ / / IIF 1 7) THE INCINERATOR IS E.P.A. APPROVED AND WILL BE FIRE OFFICER ,-) -!�;, 4m, _1�, I I 0 6.6 2' i . 4 - w 11 / I INSTALLED WITHIN THE BUILDING IN A CONCEALED 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM NTH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC DATE __14 -of WATERLINE EXISTING N 5 -11'36 'I 5 " W `1 8.07' 18) THE FENCED YARD IS FOR DOMESTIC ANIMALS. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS Ill, BUILDING OFFICIAL I - _S - I. DATE 12,14-m WATERLINE I / 19) THE PAVING MATERIALS FOR THE SIDEWALKS WILL BE 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS i - ­� 45',--` THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 1 O�V co I 4�g Q:�J�c -44NL93 ' / o7 �4 <w '00, Z�� / / / \. / / / , . / ,i <�c J013 NUMBER"' ,I � 00-019-00 1� � / DWG. = NAME � O19SP5.DWG ^r ������U���������U N O[ 5 - MATCHILINE MATCH TO SHEET 3 OF 55C5 DI- C5 D. 1. *4 '3B 24' d \ L=6.0' 1 0 ROOF DRAINS(TYP.) 00 d STA 18+07 LT DI -2C 2"/0RpnW4TION L=4 R=10.0 H=4.30-, CK 110 _Qp 8 P. V. C. TEE 1 —509.85 -INV=505,55 x I. '-V Z I _> F.F. 543.501 /C OPOSED MAkjNETICFZ TEW'R' \V.13 MERIDIAN x Fqyv 6� � v� V HYDRANT '10 20 40 0 0�4 di LnE, 4" PVC LA 5,38,,a4 /C k YN PR,OPOSED '"(D ill /1 1., 1 10 -------------- NOTE: j::� SAN, SEWER DOMESTIC WATER "C00 V APPROX. INV.=526.5 SERVICE 0 �' I " Z SEWER LINES IS REQUIRED ON THE DOMESTIC WATER LINE. AN RPZ B'CKFLOW PREVENTION DEVICE 7 T" 4�,' `WATERLINE N E 6" PVC SANITARY 0 TO CODE TEMPORARY 12 ,H<D.P.E. J WALL 4;1 0 --RETAINING 0 4 4� YARD DRAIN TO 0�b 0 0 I -el of) FOOTING DRAIN C 12- A r cs GRAVEL 44 �o ­_­ ROAD -11 z 8" P V C B10FILTER C) -7CD + GI A vEL c 1-0 IN A ,r-DRAHN TREE _VERFLOW�f 4 1 C0)XSE­R--v/Aars.--.T1.0N 9 AREA EAS 7 OUT 63 r o/v C3 ✓,0 ALBEMARLE S.P.C. A. "6 1-427, P. 610 D.B. 1488, P-.-ra98 PLAT B 10 R E TEeN T 10 N 9.6573 ACRES VON( AREA,,,` VALVE-.~ 72, VAU1 Z P V 50' SBL 7 RED MAP - LE TREES -.00* DETENT,"ON d MANHOLE 1 " CALIPER DETAIL BERM/' 12 0' Olt. .00 LK• DUMPST PROPOSED 10'X1.0' ROOF DRAINS(TYP.) ____ - *'..----' 11 -, \1", '\,\ //1 �_ -I- PRfjPOSED 20' (8" THICK CONC.) I , 1-7�� --- - ­­. DRAINAGE AND V GRASS 6' HIGH PRE, PROP PROPOSED DUMP_ PROPOSED 20' ACCESS EASEMENTS APPROACH, PAD TREATED TREATED EENING FENC �1� - 1% K ( A S S H O'AT, :E BiL \,,.--'CLEANOUT\ L=10.0' DRAINAGE AND (ONE FO 1 0'_X1 o? V ACCESS EASEMEANTS' EACH THICK CONC.) r'rM.H.=6.0' UNDERDRAIN) AS S DNMy \W 'L -NE AROUND ENTIRE PROPER TY 20' PARKING SETBACK AND UNDISTURBED BUFFEJR. TOP OF, -GRATE INVERT ✓ '45"E ,Z IS 8"-10" ABOVE BOTTOM' N32'2331' —7— 'PONDING BASIN. 85.3 PF 583.15'7 N '04'44"W 206,40' WATERLINE EASEMEMT D.130427 P.613 =SLAT A D�13.1488 P.698 PLAT N 6Z35 39'v 0 22' 5 1' AREA OF CONSTRUCTION ~ PROPOSED 20,.ja T.M. 45-88 1"X6" BOARDS /DRAINAGE EASEMENT EUGENE A. ANDERSON STAGGERED BOTH SIDES -0 NOTE: ALL WOOD TO BE EXISTING D.B. 1105 P. 198 6"X6" POST PRESSURE TREATED =OUTDOOR LIGHTING POSITION ZONED R-6 9"'AW" SPACERS ATERtiNE j, A PINE. FENCE TO BE __-EAS-EMENTH'.__---3 g -4N-V-- IN-\ 1' HIGHER THAN FENCE. D.B.1429 --P72_08 -_PLAT =5Q75 NOTES: 2"X4" TRIM TEST HOLE LOCATIONS. 2) FOR GEOTECHNICAL DATA SEE GOOCH ENGINEERING AND TESTING REPORT DATED APRIL 20, 2001. 11 CONCRETE AD 16'X16' 18" MIN. BLOCK ,DUMPSTER FENCE DETAIL SECTION A -A N.T.S. N.T.S. -PROPOSED SANITARY SEWER TIE—IN DETAIL CONCRETE FOOTING 2'X2'X6" EXISTING WATERLINEI EXISTING + IN ; WATERLINE CN EASEMENT D.B.1429 P.208 PLAT .... . ...... LOT 3 T.M. 45-109C2 L. L. C. LOUPE D.B. 1710 P. 499 D.B. 1710 P. 501 PLAT PROPOSED ZONED C-1 SANITARY SEWER EASEMENT \J 10 PROPOS SANITARY SEWER MAIN MATCHLINE N61-02'31 W MATCH TO INSET 215.37' 'LOT 2 TMP 45-109C1 6' 61 2 77777:77= 8" TYPE 21 A AGGREGATE A BIO—'RETENTION ACCESS. ROAD DETAIL N.T.S.s. FA JUNE 6, 2000 JUNE 12, 2000 FEBRUARY 9, 2001 APRIL 30, 2001 MAY 10, 2001 AUGUST 3, 2001 SEPTEMBER 6, 2001 SEPTEMBER 27, 2001 NOVEMBER 8, 2001 MAY 12, 2000 !4qp SCALE + WATER I METER IJ t\11 cv CIO Li a - L C�, i 01- DI 36' 1 RCP5" n 01 Z Z +1 < % STA 17� LT 1- 2B Ld H=4.3 T;P = 5 0 8 NV=515. 8 :wz LL 0 L.LJ 6 I 2 i�� ' 9 N M BLO -0 F per C) X W 0<< �_ 'm • oz j (D < C) cl� Q0 Uj I I �D 0 E-4 P. 00 Q(OL0 -__ �4 0 �4 z < 0 rr, V) III o E-4 + MAGNETIC MERIDIAN 0 10 20 40 B10FILTER DETAILS Q cio CONS STA 22+15.31 LT 0� DI -7A WITH FLUME r,-- pR CONNECTION. C) i () 0 C) H=2.25 + z 3 L'j TOP=515.97 to >w w Q_ INV=513.72 .-,.< li7c� Lu --1 100' STACKING LANE w AND 10 0'\ TAPER LANE X i'm in toc CONCRETE LL -15 X NOTES: STOP FULL FRONTAGE IMPROVEMENTS CUTTER Al- THE PROPERTY LINE AND PAVE l) THE BIO -RETENTION FILTER MUST BE STABILIZED WITH SOD ALONG WITH THE TREES AND/OR SHRUBS TEMPORARY TAPER TO EXISTING DROP% .INLET. PAINT STRIPE THIS TEMPORARY STA 22+00 LISTED ON THE PLAN. p TAPER TO V.D.O.T. SPECIFICATIONS. TEMPORARY z DI -213 2) THE BIO -RETENTION BASIN- IS NOT TO BE CONSTRUCTED i x (11 �_ _'�F W I/ GRACING L=4 UNTIL THE SITE IS ADEQUATR Y STABILIZED A(-f-npntN(-- TO WATER RESOURCES PERSONNEL (804) 296-5861. X18'-15" TOP=515.-178 T.M. 45-112F 3) THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED STU ARD R. WOOD, JR. C RCP @1.PO% ) z BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION IJD.B� 1454 P. 4220 PLAT OF THE BIO—RETENTION BASIN. (804) 296-5861. 70NED R-6 TEMPORARY� ASPHALT CONCRETE CURB N 5 6'0 4'12 8 W T.M. 45-112 14.D2 ' STU ARD R. WOOD, JR, DI D.B. 1453 P. 367 N16'04'28"W D.B. 1488 P. 698 PLAT 194-52) ZONED R-6 2 GRAD I NG 5' 17 ASEMENT RCP 72.82% j � 0' PARI�j NG SETR4,� TREE IL Co�SERVATION I t" AREA N5 LJ C) (04'2 26.21' (z) C) C\,"4, - 11 1 0S BL ------ SBL Lti co 157 /o f I-0, CIO T.M. 45-112G 0, PLANET FUN 11 L. L. C. D.B. 1667 P. 183 V '00'e f X_ D.B. 1488 P. 698 PLAT v ZONED C-1 Is 41D 8 X30' TAPPING SLEEVE !v AND VALVE EXTERIOR STAIR AND RETAINING V WALL DETAILD" DI_ x -6.r - ! 0 ---CENLERLINE 77' O� PL4NET 1511 �Rcp -�UN / If �NTRANCTE SHED 2 SHED ' `` t J l 1 7' X �4 50' SBL If R=5769.50 r` — ~- I + l ' �-' / 1 1\1=484,,38 CONN. #14 STA 20+00-31 LT ci oor J� r d r r '� r/. �, % 1 18'-15' 0 D7A WTH FLUME CONNECTION f 1-4 H = 2.25 0 CON" -RETE RCP �1.00 X 'TER TOP=512,16 Qjo 7 A/ �E GUTTER INV -509.91 PET C 'ETANY EM DI rt 6 r .) ; � S� � _ t i � ' Ajj )' x STOR"M36' 15" DRAINAGE RCP (W.19 EASEMY-N-1 D. B. 14 27 II PLAT BARN BENCHMARK; PK IN `' 1 ," ' ' /;` ° ; PINE TREE f STA 19+85 LT CRAVES WILI BE 549.85,.,, 'e 111 x GR -213 DI ,RELOCA I ED IN THIS I 10.0 L=4' AREA.1 H=4.30 FORCE MJIN TOP=511.96 EASEMEN oor R=5755.,50 Q L= 48k.0 I Olt EXISTING 30" WATER LINE 560 < (Y 0 L.j a_ > 550 I- 7 __ r- *;,- I 540[ 530 520 510 500 D.,IT0f EIEV 8 430.00 r- , (1c: -I. Lr] I ALBEMARLE COUNTY SERVICE AUTHORITY I DATE - I DEPARTMENT OF ENGINEERING DATE . , . •' . . A I . 10.5' - am- - 10.5' I 1 . 6" . _w..d 611 . �MIN. I I I . I I -----I � � I � I 45'+22.5' , as No N FINISHED I 0 _____ - __ 0 I? 3.0' --w- I 0- I 1 1 I --- I ±STA. 10+54.82 + - + � Z 00 I U-) + 11 u� + I , , j OUF- I N / I 0 C? 6 _j C,4 o m N 90' - t1_ 1 ,3\ %j k\Yv,� C) ±S A. 114-43.47 I / I il 4� N-) n il < CL -�i * , t1f) C_1_4 ::� , _ -I _1 - /c) - / -4- C) . : X7 r__ ,'I- + Z �) - 0 �o 0) f< - 15" R.C.P. I I 0 -3- �.6 wv I- ~`-3 4__�", 1 STORM SEWER C-4 m 1 1.,� �- QA LZ _ i 1 ___ 0- I 0 m u) I (N . :2 ___ - ' 0 ,< - 0 715 V) n "� C" 'o c� ��-- I < �2_ � 1: P: Ci - 1j. C4 ��, 4 _61- '' Ln - Ln � C-4 1 11 . __11--l. 11 ---,----,:j , , V_.t_ (o 11 co * 0-- 6 :� (14 :a _1� - I .PROPOSED-� 2" WATER �- W� 114, 22.5* BEND I I U) I It7�4-_ __ ­ L -7 --fr-<- _____ 3: : � 0 �-- -,-.--' ff� m U'� - 11 1 ­­-, , MIN. N. _0 . 110 06 STA. 10+28 55 6" P.V.C. SANITARY SEWER � I I COCK 0 �_ m �_ cf) �� -4 :�� t') . n < - _41'A u ) , It - co MU) m I - �D LINE I !N=519.72 � I �_ C `t �_ m t! . ................ , ---------___ * I . - 0 �__ !! =-, . 11 (6+ 0 oi co N Nn 6 to U-) I i 0 Lo I I 1 0 Lr) 0 0 tr) U') I d - z T , C-) 0 1-0 I . - 0 �_ - ­­_ I n ro 0- 1 vo cs 1'-o 1 @2.0% 11 Z D r.-, oi L - I -- I - ff) Q� - 10 z z . >: �::Q� ; 1 __ I— (n zuz I + 11 . ^0 it = - :2 �R to 14 lz� I Lo - (6 -0 11, U")* � r�z 11�_ N N 0- 8.3 0'- I " R. R. C. P. - ---- ------------_ -�7_17--­�1�_-7- IL10-1 u� I . @1. 48 % - 101-37-15 --------- � ___ I,- . ±± _"� a-< 0 11 00 + 0) t� Lo - c1q @1. 7 00 R.C.P. B% � 5 7,3,3'- ----- � _.. I-, 1 5 " I ­'� 1-11, �'\__ ! � : i � 7 0 i: �0_ IL -n- 1--ul ::� co U-1 _j E m N Lo -) u - T �6 1 �� 11 = I I 11 C6 r10 'Z� R. ,P. r- o) 1 0;� 5zz�av_ 33' _�_� 11 I , _,:� E n - I 11 . q < a: ::> n oj , . 7 r__ I m * �o tf) , c� C-0 @ 1.�6% - r-- 4 - - 75 " - @ 5,40 R � I- - - . , 1, _j -1 0 s- 14- :�E 0 + 0 e A I D Z 0 ro Oil -1 �� to U-� . . -t �_, I - _ E - . it . < I- I �; 2: 11 � o Ln 11 11 f__i r- i 0� 1, - , 11,� 00 - ---- §::Z� _ I f, __�_�11 �4*: 0- < 0 �_ - . PONDI SEE E - �:; �:;: :z Z) 0 r" - co , Lo I-- \,� �777::�:-� ___ 75 u� vi < �_ - I ETAIL AREA zl��; :�:; ��: - (ai N U) :2� it U-) 0) , . r,� �o (o 709 w , � �_ __ \ � - " -.--- --, - - 3 L� I -1 V) m , r- , - I THIS DETAIL - - �; zi > �� . (N 0 1 1 - :2 6 � , , , , ," C14 I .98, 07Q - :�� . - -I,-,- y EG -1 OON SHEET - 0 11 t I rl Lo 7,,�,, I I I - I I _+ 0 z _-, 0 001 Ln 4 ,�, 1. L, __� �',Al ;_11 - - " Ln; - . . - 11 D 40 I I---- � I k " I 00 .. r- �r-, Lo .- I I - I - ; >: I F- ,�a- I 0 r)i_Y) , , .0 :21-- c1q (2)-150'-48' � ' 'r- z - z - -, N V) ro � �-,< 00 " �� . f I I 45.76' . 15' R.C.P. I I U-) � Ln_�T' 44 - r� L� - . I M U) LI) - I j ') 11 STA. lf+u26.28 11 11 \ Lo - I STA. 13+71.30 STA. 13+82,22 u- 11 �_ D I- D �_ :D I �_�,"I I I fr- ``-110.91'-15" ----,-" I 8"D.I. C 52 - 4"D.I. CLASS DY �K o co - � , Hi. P. E. (o -LASS WATERLINE WATERLINE I 0 00 I @1. (�0_71 �, 11. N I 77 z 1 0 !­_� 1� 11 - , 1 / -_ D - 0 'Z 1 20.81'-15" H.D.P,I--. z I :z I1 @P.80% 1 't t10 n - i r- (D (D I ro (o Lo (o 0� 0 ('00) - r- r_1 0) - N 00 0) �o r- -It 0) -d- f1i 1< rl� r_� r6 of . c� 1-- . � r I _51 6 06 cs C_� (6 (6 pli C6 6 4 06 rl� 4 4(6 . N' . r- Q6 4- -4- It ",I-4- -It 14- -,,I- *,4- _t -j- l-, .I- r_'SS rO N n (N ro N N N N N N CN N ,- 10 10 U-) Lo 0 I U-) d) . - '] - if) 0 U') olu-) U-) 0 is) 4 ( Lo 0 U-) Lo Ln o UD V) a") U) Ld) V) d) 10+00 11+00 12+00 13+00 14+00 1 - I I FINISHED GRADE "� I II I DT 141 TO MH49 PRC I 21-1. - 21.0' , ES -1 10.5' - - . , . •' . . A I . 10.5' - am- - 10.5' - . 6" . _w..d 611 . �MIN. - 6.0' OF I PG -4 . I . I . . . . . 4--j (22.5" FOR COMPOUND METER) : 02.00% EG -17:5' 7.5' 00 . P.C. 1 . 45'+22.5' , as No N FINISHED 15 " H. D. _P_;�____ I i! L, f" GRADE I43.8'0%. 43. - . -ow- 3.0' --w- I 0- I n - 0 �_ I INV. OUT -513.58- 1 4.5' ±STA. 10+54.82 + - ELEV.=513.46 -- EC -1 . I BOTTOM PONDING AREA = 511.87 1 1 PO.NDING AREA DETAIL N.T.S. . - . . � . . . I . . I I 'A I . - - - . � . . . . . . . . * :4 . 4 . I . .4 .. . . .. A . '_ . _ . . . A * , , - , . . . . . . . . . . . . . 4 ... . , . � . '4' . . , . •' . . A I . I , .. A - 4. . . , . . * , 4' . I . I . . I I . * I 0=, ,• . , � . 4 . . . . 6" . _w..d 611 . �MIN. r--Nw- - - .. MIN. 1 -0 11 7.5" a. . I . I . . . . . 4--j (22.5" FOR COMPOUND METER) : .. , ­ I i.. I .d A " .. . . : ,�- - .-A-, ,�., , ' ' *4 ­ - ... II I . . � A . . - ., A '. � , � � , . . . . -0 60"- - I TOP BERM = 513.37 FILL ELEV. =512.00 1 44" MIN, i . . . . .. 1. I.',p. ..• . I - . . � t-ld . . - .. .. ' * "''. : .. .. . : . I. , . . .: .. . . I � ­ ­ , � , '. (22.5" FOR COMPOUND METER) A . - 18" MIN. }-,-0 17-.5" ow :. I . i� it- . - . . 1. . , . � I . 12" MIN. � I . . .: - I I L--BYPAS_S NOTES` I I I I 'I 1. PROVIDE A 6" THICK GRAVEL..BED BENEATH THE METER VAULT. I I - 1 2. .MINIMUM WALL. THICKNESS FOR PRECAST, OR POUR -IN 'PLACE VAULTS SHALL BE 4". � - I I I . _ - -.-- - -1 - ­' _ � I - � . 11 .1 MINIMUM M UM , WALL THICKNESS FOR VAULTS" CONSTRUCTED OF ASONARY*BLOCK SHALL BE 8"." � . . 3. THE OUTSIDE 'OF, I THE VAULT ',BELW I `0' GRADE SHALL BE COATED .WITH AN APPROVED I I I I . WATER PROOFING COMPOUND. 11 I I I I ' TYPICAL METER VAULT (25) METER)- ' � I � . I I - . � � INTS � � , I I I I FIG. W -7C . I � I I I - HORIZONTAL SCALE: 1"=40' VERTICAL SCALE: 1"=10' 560 550 1 540 2" COPPER - PIPE 530 520 DATUiV ELEV - 510.00 - EXISTING i , I I I I tI I I I I GRADE 1 00 I 0 0 I 0 1 0 1 . 45'+22.5' 00 FINISHED , 0 * CC 0 � 01 1-� 0 rr, +11.25* BENDS 1 GRADE _ - - - - __. I oi :2 L.j ±STA. 10+54.82 + - + � Z 00 IN U-) + 11 u� + > , , j OUF- I N / - CIA 0 _j C,4 o - 00 90' BEND - , , , ,3\ %j k\Yv,� C) ±S A. 114-43.47 I / -) _� \)�1� 10�� il 4� N-) n il < CL -�i * , t1f) C_1_4 ::� , _ -I _1 - /c) - / STA. 11 +70.50 : - Z �) - ',- .- �o 15" R.C.P. I Ill 0 -3- �.6 wv I- ~`-3 4__�", 1 STORM SEWER C-4 m 90* BEND 1.,� �- - �.. LZ _ i 1 ___ I] .(_)f)��_ ,-- o 1� I �,- ±STA. 12+80.00 m u) < -t 1�') - I (N . :2 ___ - ' 0 ,< - 0 715 V) n "� C" 'o c� ��-- I < �2_ � 1: P: Ci = 1j. C4 ��, 4 _61- '' --z--l� _____�_ , / 3:: - . o n - - sl� - '41,__-, S�, �) / - L -k 711 6 :� (14 :a _1� - I .1 .PROPOSED-� 2" WATER �- W� 114, 22.5* BEND I U) I "?4 IAI�,, 18" "'�rl t METER ±STA. 10+79.45 MIN. N. ,- 0 'y. C. '�. C. GATE VALVE STA. 10+28 55 6" P.V.C. SANITARY SEWER �",_, . 2" CORP( P( RATICN COCK N INV. OUT=504.61 - -4 1 STA. )0. 00 0 I (m ,_0 __; N � - MATCH TO'FIRE s -TA.. 174.68:7 9 LINE I !N=519.72 I C�,, 00 R. C. P. �_ C `t a) - r- (N n r- 00 0') r-0 c� (n N 106 r_� n ff) 06 n ff) o6 !­_� rd� N ui oi K) CN � I c� n 04 oi co N Nn - N to U-) I i 0 Lo I I 0 U-) I I 0 Lr) 0 0 tr) U') U) n U-) I 10+00 I I \v r., - I I I . � � - � .- -- - i , I I I I I I I I I I ,. " , .__� ` - _/ � , - 00 I 0 0 I 0 1 0 1 . 00 . , 0 * CC 0 � 01 1-� 0 I I , I 11- c� -�- N-) 0 0, , N _ - - - - __. 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P. -Z � 0 01 I 1 @ I- �. r)-_� 1 @2.0% Z D r.-, oi L - > > I -- I - ff) Q� - 10 z z . >: �::Q� ; 0 r') c� _1 4- 0) 0 (m 71�� r-) U) Lo � r__� U")* � r�z 11�_ N rr) N (N N- - IL10-1 u� I JUNE 6, 2000 JUNE 12, 2000 FEBRUARY 9, 2001 APRIL 25, 2001 MAY 10, 2001 JULY 30, 2001 SEPTEMBER 6, 2001 SEPTEMBER 27, 2001 NOVEMBER 8, 2001 � � I I . � I I 'j, -------::-- ��� . J, � L I I . � . , 6 12" MIN.1 7 0��_�,�ss �, FIE H ' C\- I . 20 I f � �, I - � I I I �_ I � ____� 0 ------,-, 5e \. I I / ASSEM3LY I � I I I , r 8"� 0­�, 520 � I I . . - -8-8- - - �- , �X_3 ­ � I ,. 11 '�:, � � I - - . I I I I I I I I I I -1 - � ,4, _y� I - �,, ��, -1 � � I _t�� I T11+99. � NAPPING, - lf� � i ­ :. .- 11 I 11� .1 - I I � I I - ��� � I � APPIN'G� 0 (�4,Al SLEEVE_., 11 I I , I :,. I : , , � r I ".�L, � I I t" � I I 6(��4,A�� ±STA. 14+65.56 . � I 1.11 ''I 11 - , 1; -1 I � . I . I ), . � I r, SLEEVEI_�, � I I I ­� I � -11 I I � � 11 . - . , I - ; I I . I � " - 1.1, , ------- ­ I- I I , � , I V.C. 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" �,,,�,�'.,� ....... �,,� I I 1_�� 1`1_ , :, � �� , : : :, , , - � � _ , I - , - j t - . : �, � " . : � I - ,. ". . � _. . - _ I I- I , _� - �, . - ,�� I I � : , ���:% ., .1 MAY 12, 2000 12° -7- -T- ;N ill-)I'AL /ALLA T110N LI -7-11 Lj"PL; EX U115 Ml El�lsll LIP) L L L7 LI 24" REACH 499 .IFTING HEIGHT I 4" DIAkA r_Kl_r " Ilz"f-m • EENED MUSHROOM CAP ALUM, OR STEEL BASIN HATCH W/HINGED ACCESS DOOR HINGED ACCESS DOOR L ALUM. OR STEEL 24" FLOAT MTG, PORTABLE HOIST 12p I BRACKET MOUNTING SOCKET GROUND AREQUIRED 0 ELEVATION 508.00 TREATED 2' X 6' BOARDS �X SPARE0 0 12' ELF -V,=507,00 WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE ALUMINUM PQ 0 2" H,D,P,E, (HIGH-DENSITY POLYETHYLENE) TUBING 0 0� CE LIFTING CHAIN AUTHORITY INSPECTORS. ORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR LADDER 0 CL w NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 0 1 6 INLETWORK. 2 1/2' CONDUIT WITH 4 #1 2 1/2 ' CONDUIT WITH DISC PANEL A PIPE BELOW z , 17-1 4 #1 AND 1 #2 GROUND FLAP FROST 0 PANEL VALVE LEVEL 0 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE < 17_1 I HIGH WATER ALARM 28' 0 PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE < 0 SEALED JUNCI-ION BOX AS REQ D, SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON 2' GATE VALVE HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS 0 —INTERMEDIATE RAIL SUPPORT PLACE VALVE BOX ON UNDISTURBED SOIL t+ ii=iii=l I i==i y i=� i �=i � i-=�� - �` 1 20,000 P.S.I. (MIN.) COMPRESSION TYPE FITTING 2 H. D. P. E. 'HIGH-DENSITY POLYETHYLENE) TUBING FORCE MAIN V )l -4. 2'X2' CONCRETE BLOCK D 11 A. FORCE MAIN CONNECTION- DETAIL N.T.S. GENERAL WATER & SEWER CONDITIONS REVISIONS JUNE 6, 2000 JUNE 12, 2000 FEBRUARY 9, 2001 APRIL 25, 2001 MAY 10, 2001 JULY 30, 2001 SEPTEMBER 6, 2001 SEPTEMBER 27, 2001 NOVEMBER 8, 2001 Poo Amp 0 GROUND TREATED 2' X 6' BOARDS SPARE0 0 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE PQ 0 2" H,D,P,E, (HIGH-DENSITY POLYETHYLENE) TUBING AUTHORITY INSPECTORS. ORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 0 NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF 0 1 6 INLETWORK. 2 1/2' CONDUIT WITH 4 #1 2 1/2 ' CONDUIT WITH DISC PANEL A PIPE BELOW z , AND 1 #2 GROUND 4 #1 AND 1 #2 GROUND FLAP FROST PANEL VALVE LEVEL 0 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE I HIGH WATER ALARM 28' 0 PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE < 0 SEALED JUNCI-ION BOX SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL ON 2' GATE VALVE HIS OWN INITIATIVE LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS It —INTERMEDIATE RAIL SUPPORT PLACE VALVE BOX ON UNDISTURBED SOIL NECESSARY. PUMP #2 ON 26' (ONE REQUIRED FOR EACH 20 FEET OF SWING CHECK VALVE CHECK 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER BASIN DEPTH IN EXCESS OF 20 FEET,) VALVE 30' x 30' AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE 2' DISCH, PIPING - CAN BE HATCH OPNG, COUNTY SERVICE AUTHORITY ON JAN.15, 1998. GALV, STEEL OR DUCTILE IRON 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. PUMP #I ON 24'` ,s", "'--1 1/2" SS PIPE GUIDE RAILS 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" MUST BE PLUMB (1-800-552-7001). PUMPS OFF 12'FQ7 GRINDER PUMP SUBMERSIBLETA, 484' Dl 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FT. OF COVER I�I CL MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS 2' DISCHARGE ELBOW INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATERLINES, ETC. 12' 2' LIFT -OUT ASS'Y, GATE VALVE ` :'.. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCAs"ED OUTSIDE OF ROADSIDE DITCHES. PIPE 8. VALVES ON DADEND LINES SHALL BE RODDED TO PROIDE ADEQUATE EEVU BOTTOM ❑OF BASIN MUST HAVE SMOOTH ELBOW RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. TROWELED SURFACE FOR MTG, SUPPORT CASTING PIPE T E E -,,-,r---ADAPT TO FORCE MAIN 2* H.D,P,E, (HIGH-DENSITY POLYETHYLENE) TUBING (USE TUBING TO AVOID THRUST BLOCKS) 1:3 UMP 5TAi!ON CHARLOTTESV I LLE/ALBEMARLE S. P. C. A. C H AR L 0 T T E S V I LLE/ALBEMARLE S.P.C.A. SANITARY SEWER PUMP STATION SANITARY SEWER PUMP STATION 30, 4 -WIRE SERVICE FROM BUILDING 2 112' CONDUIT WITH 4 #1 ALARM LIGHT AND HORN AND 1 #2 GROUND (AUDIO-VISUAL) 50 WATT SODIUM LIGHT 200A DISCONNECT 0 0 #2 GROUND 0 0 TREATED 4* X 4' X 10' POST 480V 30, 4 -WIRE TVSS PANEL A 0 TVSS S 0 Poo Amp 0 MAY 12, 2000 SCALE 1 "=40' 1* 5649 0 *��_S_110NAL GROUND TREATED 2' X 6' BOARDS SPARE0 0 PQ 0 SCREWED TO POSTS PUMP 0 2 1/2' CONDUIT WITH 4 #1 2 1/2 ' CONDUIT WITH DISC PANEL A CONTROL z , AND 1 #2 GROUND 4 #1 AND 1 #2 GROUND 0 PANEL < 0 0 < 0 SEALED JUNCI-ION BOX MAY 12, 2000 SCALE 1 "=40' 1* 5649 0 *��_S_110NAL I MUSH r ON .- 0 _;W011111 (ALSO EXTENT & SCOPE PROJECT INFORMATION OF WORK) 7EMPCOMY SE DO"T TRAP 1. PROJECT NAME: CHARLOTTESVILLE 'ALBEMARLE S.P.C1.A. TEMPORARY SEDDAENT SITE PLAN BERKMAR DRIVE TRAP ORIGINAL GROUND 2. OWNER OF LAND, ALBEMARLE S.P.C.A AND STUARD R. WOOD, JR. ELEVATION 505-0 AND MARGARET E. WOOD SILT FENCE a -X-X-X- DRY 4' 1,5' 2 00 N 00� 0 02 0 ------0 _1 - 0, O�0 cp,e�b 9 GENERAL EROSION AND SEDIMENT CONTROL NOTES 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS- AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 2. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION, MAGNETIC 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN MERIDIAN REVISIONS JUNE 6, 2000 IUN12, 2000 'd L E FEBRUARY 9, 2001 APRIL 30, 2001 MAY 10, 2001 AUGUST 3, 2001 OCTOBER 17, 2001 NOVEMBER 8, 2001 DATE MAY 12, 2000 P.O. BOX 7047 67 CU. YD. "ACRE 00 - CLEARING. CHARLOTTESVILLE, VA 22906 0 3' ON THE SITE AT SAFETY FENCE 1,67' o 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED 0 20 4-0 80 SCALE PHONE: (804) 973-4000 ALL TIMES. 00 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS 1"=40) 0 0. 3. APPLICANT: THE ALBEMARLE SOCIETY FOR THE PREVENTION DP-41NAGE DWIDE MAX 0 Q) 2 e n29 -?Os ATTN: DANIEL J. MEADOR, JR., ATTORNEY WET (INCLUDING, BUT NOT LIMITED TO, OFF-SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT OF CRUELTY TO ANIMALS, INC. n 0 A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 433 PARK STREET OUTLET PROTECTION (a 67 CU. YD./ACRE 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY CHARLOTTESVILLE, VA 22902 FILTER CLOTH PHONE: (804) 293-1200 CULVERT INLET (EXCAVATED) ORIGINAL GROUND ELEVATION TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. C nT-p J 2.33' 51 FAX. (804) 293-2135 PROTECTION /. ALL DISTURBING UNbIINU AREAS ARE TO DRAIN TO Al-Pt-<U'VLU SEDIMENT CONTROL MLASUNL,_) AT /ALL HIMLZ) UUNINC, LAND COARSE AGGREGATE CLASS I RIPRAP DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 4. CONTACT PERSON: KURT M. GLOECKNER, P.E., P.L.S. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE, GLOECKNER ENGINEERING & SURVEYING, INC. DIVERSION DYKE ( TEMPORARY No- 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF - 2246 IVY ROAD, SUITE 5 PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE CHARLOTTESVILLE, VIRGINIA 22903 (804) 971-1591 STORM DRAINTHIS 0FAX:PHONE: INSTALLATION CRM SEC I ON OF 0WIXT 10. EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. THIS PLAN IS PROVIDED FOR THE IMPLEMENTATION OF EROSION AND SEDIMENT CONTROL MEASURES ONLY. (804) 293-7612 INLET PROTECTION IS CRITICAL 7 5. BOUNDARY LEGAL ROUDABUSH GALE DESCRIPTION AND TOPOGRAPHIC INFORMATION BY: & ASSOCIATES, INC DUST CONTROL 0 44 0-10- CLASS I RIP -RAP SMOADff 7W � j 914 MONTICELLO W�% #1 SOIL TYPE STA 22+15.31 LT ROAD, CHARLOTTESVILLE, VA FIELD SURVEY AUG 5, 1006 TOPSORMG TW *V H= 31' TKA` uDoorrim lowCONNECTION DI -7A WITH FLUME E ac L=14 inn' QTAt-vimr, LANE TnD(-) AUG. -4 n D, SEPT. 7 1 QQ4Z 1"TT rtxmtl 0 r1j VT Tn A Tr Xn A 11 1-1 = -) r-) P, 0 vull'tm ImInm ]a mv I I um LZJWjlrpn vu 'AND 100' TAPER LANE '001/ SITE MAP TOP=515.97 PK NAIL IN PINE TREE @ PET CEMETERY - 549.85 TEMPORARY STONE /N INV=513.72 6. BENCHMARK INFORMATION: BM #331 DEKHm 4! 65B PACOLE� SANDY LOAM CONSTRUCTION ENTRANCE 1z NOTE: I SCALE: 1"=2000' BM #516 PK NAIL IN WALNUT SOUTH OF HOUSE - 551.75 QE20 0 j CONCRETE CONSTRUCTION ROAD Q3 THE BOTTOM DIMENSIONS OF SEDIMENT TRAP #1 ARE THE SAME AS GUTTER THESE ARE TIED TO THE BERKMAR PLANS. (U.S.G.S. DATUM) STABUIZATION 0( '00 THE BIO -FILTER. UPON COMPLETION OF SITE WORK THE SEDIMENT STA 22+00 i T.M. 4-5-112F DI -213 7. MAGISTERIAL DISTRICT. RIO elk% 'a 0 �?Q) on TRAP WILL BE CONVERTED TO THE FINAL CONFIGURATION OF I - L=4 THE 1310 -FILTER. (CD) 0 0 Q(:) 0 0 C) 7 N, STUARD R. WOOD, JR. 15" 8, LEGAL INFORMATION: TAX MAP 455, PARCEL 86 ROCK CHECK DAMS 0 C) I I I I I H=4.30 Q0 D.B. 1454 P. 420 PLAT P 0. 0% DEED 200K 1427, PAGE 610 U TOP=515.78 0 >11 ZONED R-6 TEMPO�RARY,, DEED BOOK 1488, PAGE 698 PLAT 0 00 0 0 GRADING TENFORARY SEDDAENT 4x P.O. BOX 7047 EASEMENT RAM 5' GRADING AND FUTURE T.M. 45-112 CHARLOTTESVILLE, VIRGINIA 22906 1 1 ACCESS EASEMENT� 0 N56 -04'28"W STUARD R. WOOD, JR. - THIS PROPERTYIS LOCATED ON THE WEST SIDE 14.,02' D.B. 1453 P. 367 OF BERKMAR DRIVE, NORTH OF WOODBROOK DRIVE COARSE AGGREGATE D.B. 1488 P. 698 PLAT N5�)'04'2 'W N,56r04' '�jy AND WOODBROOK COURT, ACROSS FROM PLANET FUN. TYPICAL SOB, TYPE 9. ZONING: THIS PROPERTY IS ZONED R Tb -1 H 0. 2 ZONED R-6 -6 FILTER CLOTH PROPOSED REZONING TO C-1 4 -1 -NUMBER OF ACRES TO BE REZONED=5.88 EXCAVATED AREA T.M. 45-84A 5� RCE' 0 .8 Z; 2�CQY P 'A 7" -11 1 1 1 r G SETBAC "ur 10� MINIMUM BUILDING SETBACKS FOR AREAS ZONED C-1: 6 6 6 COMMONWEALTH OF VIRGINIA R' 30' FROM PUBLIC RIGHT-OF-WAYS VDOT RIGHT OF WAY SECTION TREAT. CONS.ERV�TION ON U -CTI 50' FROM ADJACENT RESIDENTIAL PROPERTIES C, '14 1 1 - SOIL STABILIZATION D.B. 1887 P. 424 v;, i LIMITS �S� OR AREA i (SETBACKS AS SHOWN HEREON ARE FOR AN AREA ZONED C-1) BLANKETS & MATTING ZONED R-6 I 11. PRESENT USE: ANIMAL SHELTER 4b" �i It � U T.M.45-112G �4/ _ER WITH NECESSARY OFFICES. PLANET FUN 11 L. L. C. TREAT. 2 12. PROPOSED USE: ANIMAL SHELI COARSE AGGREGATE SHALL BE VDOT #3, #357 OR #5I j�? f. 1667 P. 183 13, THE SITE IS NOT WITHIN A DRINKING WATER RESERVOIR WATERSHED. X,� TREE FIRES Ou7LU nvE viM ­0NE D.B. 1488 P. 698 PLAT ON 13. THIS PROPERTY IS NOT ZONED C-1 LOCATED WITHIN A DEFINED 100 YEAR FLOOD ZONE. AND PROTECTIO 14. PROPOSED PARKING: 47 REGULAR SPACES REQUIRED PARKING: 8"X30" TAPPING SLEEVE 2 HANDICAPPED SPACES NO STANDARD PARKING AND VALVE 49 TOTAL REQUIREMENTS FOR ANIMAL SHELTERS N65'04 PROVIDED SPACES ARE ADEQUATE 377.43' P�VED CONSTRUCTION ENTRANCE 13 16. ABUTTING PROPERTIES: TAX MAP 45, PARCEL 87 -FERL/NE Op DEED BOOK 1753, PAGE 543 DRAINAGE SWAIL DIRECTS FLOW e`. -UN PLANET DEED BOOK .1420, PAGE 722 PLAT EXISTING TO SEDIMEN SHED F_ D J" f L N -fRANGE I N J, p COMMONWEALTH OF VIRGINIA GROUND XISTING PROPANE,SHED C VDOT RIGHT OF WAY DIVISION 70' MIN� %PAVEMENT F9, X 1601 ORANGE ROAD 3" SM -2A A� f A TANK---m-e /1 50' SBL ,�ALT TOP COURSE CONN. #14 4 CULPEPER VA 22701-3819 T.M. 4548 11 'T 464.� STA 20+00.31 LT 2% FF 564.45 r�-* .-Viii C -7A WITH 17. PLAN PREPARED BY KURT M. GLOECKNER, P.E. & Pl.S� VDOT- 1513' DI Y fiJN, 41 FLUME CONNECTION 18. 4.66 ACRES OPEN SPACE (79.25%) ET \C Pr H=2.25 MOVE EXISTING DI -213 TO NEW I R TV � CEMETARY,­ GUTTER\ I TOP=512.16 CURB POSITION. EXTEND EXISTING 19. 1.217 ACRES IMPERVIOUS AREA (20.75%) ZONE D R-6 6" '_­., I ... ` f FILTER CLOTH �SR WOOD 14 V= 509,91 15" R.C.P. TO CONNECT TO NEW 20. 17,461 SQ. FT. BUILDING MIN. IA A*GRE ALL DI -2B LOCATION. MOVE EXISTING 10 --,Y- x 21. MAXIMUM NUMBER EMPLOYEES = 15 SIDE ELEVATJ 'o, DI -2B 22. MAXIMUM HEIGHT STRUCTURE = 35 FT.DI-7A BACK 12 a AND ExTEND lot STA 19+85 LT I DEPTH TO MAINTAIN THE EXISTING 23. HEIGHT OF STRUCTURE AT MAIN ENTRANCE 21' EXISTING -DENC R 'K" FORCE 9:2. L=4 ND :�.] �RMJ wl INVERT ELEVATION. ALSO RELOCATE GROUND PK IN,./ EASEMENT, H=4.30 24. B.M.P= 2.5% OF 53,024 S.F� 1326 S.F, REEr' FLO D I TOP=511.96 15" R.C.P. TO CONNECT THE DI 7A -ED DI -2B USE 15'X90'=1350 S.F. J ASPHAL A\i`ED AND THE RELOCA1 r HRACK - ML - En •575 -2' A!' ISTIN(, L=1'4& /E M E N_T_ -------- -NT,,-- EXISTING 30" WATER LINE DU -- f 000,000 <</ POSITIVE D I �GE x /EXTEND rl_ll� L 10"'. 1 U 'IbEDIM AG, 8PRO (OF INGRESS' ANDi" EGRr_:��7 I SOIL EROSION AND TRAPPING. I FIR X OPERATIO WATER N` SEDIMENT CONTROL ajMU0L2 PLAN,,,�/IEW. THE METER ?1c 71' CON -SER CD CHECK DAM CG 12 /ATI,bN STA 18+07 LT j MIN, DI -2C CG -6 CE CONSTRUCTION ENTRANCE HOUS AR -E L=4' COMBINATION CRS= CONSTRUCTION ROAD STABILIZATION A 4? 1. *4 .) A 0. 55 iACRE1 RESIDUE L " .1 )R-FrORATIOW", H=4.30 DC =DUST CONTROL DI 6" CURB12' _x TOP=509.8 PROPOSED` TO REMAIN R-6 L =6.0' w, 0 AND GUTTER DD = DIVERSION DIKE THIS TRACT IS XOT P�kRT f 2�1 9% INV=505 55 I TPICAL) SURFACE COURSE bj '�IA417-S� 4" SIDEWALK 1 1/2" 9.5A DV DIVERSION THE SPOOr'-022 `REQVs-ST, IP INLET PROTECTION PIPE i i i "I&ENCHMARK If /�7 PO§ED 5) MU MULCH we 2l J 2 NO 71 PK �­Ail_ IN BASE % '0/'V "ti'OF AtNMLIT 551*75/ BENCHMARK, PK NAIL INic� FILTER CLOTH iSECTA`0 j P��V'� 10 H c48 AGGR. 1 /4": 1' -25.0 PS PERMANENT SEEDING 'TEL . POLE E HYDRANT E. OP OUTLET PROTECTION N Ai> _�I-/ - SC = STREAM CROSSING• I �; 583.45 1� 1• 6 B M I 'A WATER OF 52.4 ER OR 6" UD- _5" #21 B PVC SA SF SILT FENCE AGGR. SUB -BASE 1.-0. 4'- P VC DIAMETER OF/ 38,1,! -nm -SEWER-LINLLE ST SEDIMENT TRAP `N61'4�'57"W p 53 8--a4 �t � WITH COVERED SB SEDIMENT BASIN 0,TE: A� MINIMUM ;i m EQ, UIP&t VTH A MINIMUM WASH N TO COD E PH NE 349. kTERLINE AL PRIME COAT TO TOPSOIL 607 X" :)E S AAPP P R X. N V.-:�5 6.5 TS TEMPORARY SEEDING 00 f COMPACTED 1�� TEVPONAJ�T N' e SUB- GRADE RETAINING '� f/ , �, Y` WALL, f4 GEOTFXI1__ MIN. CBR -10 c) FABRIC QD i LL- L A J A RO MENTS AN 9 • 1WICAL CROSS-SECTION LIJ -RV 411. FL CON V z __j AREA _0 sl\(-, U\� Z SEDIMENT TRAP #1 WILL T.M. 45-8-7 BECOME THE BIO -FILTER. COMMONWEALTH OF VIRGINIA A � I I I AMEMARLE S:P-L A 7 SEE THE DIMENSIONS LISTED -27- S -H TRAP DETAILS ABOVE VDOT RIGHT OF WAY DIVISION D.B. 14 TA 17+40 LT 24' TO 60' D.B. 1753 P. 543 610 DI -26 WI I I D.B. 1488, L= 41 D.B. 1420 P. 722 PLAT j 6573 ACRE�i / H=4.30 ZONED R-6 ------ 6 TOP= 510.18 Su 1/4 INV=505.88 165#/S. Y. SM -2A' OSED On CG -6 MATCH GRADING, P ROOF DR L A /7 SURF SLOPE TO INS(Ty MPSTER->__�"' L zm ul "C) TYPICAL 5' CONCRETE SID�WALK I AN� 00< L WITH 2" MIN. STONE BASE(TYP K1 0, PAID 6" HIGH'. E 2; R (87 T E� SCREENIN C 7,"X-Z4_,SfMm.EN� C6INC.)' Q AtQ_ .00 10K _1V SH 10 7, 0 ATE.�', U� �Q Y OWNL)7 6X6 WELDED WIRE MESH �IN _ND UND -BUFFER ARO��D-EN_IICT� 1pvvr� GLS M FD t Ell =ff f& ffl: pIm I'll 1_ 2(� �PARK G SETBACY,-A ISTURP -D -L PR --R E QREI ;T 8 -31' VA F_ 0 P- -BASIN 5 DIN N 1 44" N 6" AGG. BASE TYPE 21A) :SUBGRADE-CBR MIN, 10 (9 371.56' jy� -.00 4 77 Jz .45- 109 583.1,5�"'­ T.M 10 ASSOCIATES 2 �-T.M. 45-88 N 2!35'3Q"W TED PARTNERSHIP ' 0. Lm osED 20., 1 _2 7� EUGENE -A. -ADERSON DRAIN'AGE EASEMENT 0,11 N Lou D.B. 996 P� 1,35 E, - ------ \ -71= -10 Id D.B. 996 P. 138 PLAT VDOT PARCEL D.B. )1�05 P. S, k.,0j z 'O'S GRAVEL f dCUR TAI bvl.h.1 GRAI f ER f" V 0 -1 e: TENT N M AN , L_� A✓ 1 t �f f �/' °�r f 1 t \D \p DET L� ��°\ ,✓�`ti i' ` ry _ ... Ys. _ 1 x f \C} DI— olp ----------------------------------- BERM f h n • Ir i � ii }f Fr ^• P +G` ALBEMARLE S.RC.A. D. B. 1427, P, 610 GRASS ✓ D. B. 1483,---P. 698 PLAT CLEANOUT SOU f,j PROPOSED 20' �1 f 9. 57,3- (ONE FOR DRAINAGE AND { is ---- ` - EACH —' ACCESS EASEMENTS" -,'`" •` UNDERURAI�!) �.:'` (AS N�} r SHAW �s'"� , I _ Dx V F 1 • ., `''�[A(I- � " � ,.-' fix-'' � ," i r' .r , u_'. ,• :. ."'• ,- ., ✓"max R - - r r i ol VA. ION . C.QNSTRUt, r €( r EXISTING LIMfTS OF r 3 r J YW>tYY916MbA0YY/h _ _ - a l N6 1 °04'-+4"e"v f ,.....,...: Nf62'35J 39 yvi' 206.40' 12.p7 Vt f , N62* 5' 'W —, e 1 .o � BEND co ! ' r E PROPOSED DRAINAGE EASEMENT coo LIMITS OF FILL 77, LIMITS OF AMENDMENT O r x. ` j f REMOVE AND Luc MANHOLE .- _...----' P M A j co f �i NEW DI -7 TOPS _.._ M l ELEV.=511.5 V. I_ t W --- _ f - _ .. _ �� INSTALL 2.0' OF - HN FUR I•SN — T.M. 45-88 EUGENE A. ANDERSON LIMITS OF CONSTRUCTION D.B. 1105 P. 198 ZONED R_6 t f ! r I I IF 12 DIMENSIONS TO BE PROVIDED BY ELECTRICAL ENGINEER LIGHTING STANDARD FOUNDATION SCALE: 1/2" = 1'-0" T fA i Symbol Label Qty Catalog Number Description FEATURES & SPECIFICATIONS CONSULTING - - ONE 250 -WATT METAL A 2 BV2 250M R2 WITH PREMIUM HOUSING—Rugged,.064" minimum thickness, sheet aluminum housing, BV2 400M R2 Test No. 1197051402 SEGMENTED OPTICS POS. COEFFICIENT OF UTILIZATION lest No.1197051913 continuous welded seam for weathertight integrity. Standard finish ONE 250 -WATT METAL B 7 BV2 250M R4 CUT-OFF FIXT is dark bronze {DDB) polyester powder. Other architectural colors .0 .1 .2 .3 .4 .5 .tit W/SEGMENTED OPTICS POS. available. _._ ------ Area Lighting 9 g 5• 0 � s DOOR FRAME—Extruded and welded aluminum frame secured with a tool -less, quick -release fastener. integrally -designed, extruded sili- U BV2 2.5 1 cone gasket snaps into door frame, providing a weatherproof seal 2.5 1 z z i2 0 between housing and frame. 5 2 I ?5 _ c OPTICAL SYSTEM—Anodized segmented reflectorsfor superior unifor- = �J� 3. W 3 mity and control, which allows the flexibility to mix distributions - v 4 ¢ N s d ~ VJ a METAL HALIDE 4 fn s without compromising the overall lighting job, Reflectors attach 0 2 3 4' 5 6 100W, 150W, 175W, 200W, with tool -less fasteners and are rotatable and interchangeable. 40OW Metal Halide lamp, 32000 rated 250W, 320W, 350W, 400W lumens. Footcandle values based on 35' Three cutoff distributions available: Type 11 (roadway), Type III (asym- lumens. Footcandle values based on 35' >In 20' to 40' Mounting mounting height, Distribution II , cutoff. metric), Type IV (forward throw, sharp cutoff). M BV2 400M R3 Test No. 11.97051901 BV2 400S R4SC (10 -DEG TILT) BV2 400M R4SC Test No. 1197051401 LENS — Impact -resistant, tempered glass with silk-screened power COEFFICIENT OF UTILIZATION Test No. 11.97051910 COEFFICIENT OF UTILIZATION .0 .i .2 3 _.d .5 .6 2 door shield.fAARM .0 .1 .2 .3 .4 .5 -- -b 2 Y I 1 ELECTRICAL SYSTEM — High -reactance, high power factor ballast 5 o_ 5 0 z 5 0 —� = 2.5 : mounted on a unitized and removable powertray secured with tool - 1 x z z I 1 � less latch for 100W. Constant -wattage autotransformer, high power/ Li D 52.5 Z o factor ballast mounted on a unitized and removable power tray 1 2 0 0 .25 secured withtool-less latchfor 150-400W. Positive locking disconnect 3 w U .25 3 z � .25 3 plugs (primary and secondary). Ballast is copper wound and 100% 4 0 L 4 Q s factorytested. SOCKET — Porcelain, horizontally-oriented, mogul -base socket with Specifications All dimensions are inches (centime - ters)unless otherwise specified. 0 1 2 3 4 5 6 copper alloy, nickel -plated screw shell and center contact. UL listed EPA: 1.6 it' (Alimz) (includes arm) 40OW Metal Halide lamp, 32000 rated 40OW High Pressure Sodium lamp, 50000 rated 150OW, 600V. Length: 27-1/2 (69.8) lumens, Footcandle values based on 35' lumens. Footcandle values based on 35' INSTALLATION - Cast, aluminum arm f6f pillee aF wall mSunting. Widfh'. 19-V20(49.8) Mounnling op1)on D IfinginQ Shipped in fixture carton. Optional mountings available. Depth: 9-3/8 (24.0) Template' mounting height, Distribution IV, sharp cutoff. LISTING—UL listed for wet locations. Listed and labeled to complywith SPBxx, RPB5 Arm Length: 4(10.2) SPBTxx, RPBTxx 5 Canadian Standards (see Options). IP65 rated (optional). Weight 44 lbs (19.8 kg) WSPB04 6 WSPBT04 6 ORDERING INFORMATION Example: BV2 400M R2120 SPBW SF DWH Choose the boldface catalog nomenclature that best suits your needs and write it on the (www.Lithonia.com) (Multiply the fc level by the correction factor) appropriate line. Order accessories as separate catalog numbers (shipped separately). 2 For electrical characteristics consult technical data loft. BV2 400M 1 1 tab. 3 Tested to current IESNA and NEMA standards Series Nottage Mountings under stabilized labatory conditions- Various Options 8V2 LOOM 120 SP8041 Square pole (4" arm) Shipped installed in fixture Archjte<yuralColors BV2 150W 208 (standard) SF Single fuse (120, 277, 347V, n/a TB) (powder finishr ! BV2 175AA PBO41 240 RP604" Round pole i4" arm) DF Double fuse (208, 240, 4WV, n/a TB) Standard Colas most current data and are subject to change. BV2 �` 277 Square pole (12" arm) CSA Listed and labeled focomply with DDB Darkbronze =Correction Factor BV2 250M' 347 RPB12 Round pole (12' arm)- Canadian Standards QRS Quartz restrike system(100W (standard) DWH White I BV2 32OW 480 SPBT94" Square pole w/10° tilt (4" arm) maximum,120V only, lamp not DBL Black BV2 3WMI` T82 RPBT044 Round pole w/10° tilt (4" arm) 1 included) EC Emergency circuit rs CfassicCoto rs i BV2 48W.' SPBT12 Square pole w/10° tih {12" arm) PER NEMAtwist-lock receptacle only (no DMB Medium photocontrol) bronze Distribution RPBT12 Round pole w/100 tilt (12" arm) PS performs-Seah*" (IP65 rated) DNA Naturaf R2 IES Type Il roadway WSPB04 Wall bracket (4" arm) CR Corrosion -resistant finish aluminum R3 IES Type 111 asymmetric WSPBT04 Wall bracket (w/10' bit, 4" arm) SCWA. Su er SCWA Pulse Start Ballast JB DSS Sandstone R4SC IES Type IV forward UARM When ordering BVKMA or std) DGC Charcoal gray throw, sharp cutoff BVKMAT LLRPSL Low Loss Reactor Pulse Start Ballast DTG Tennis green _ (277V only) DBI2 . Bright red NOTES: OPTIONAL MOUNTING ShippedSeparatelys DSB Steel blue 1 Must use ED -28 reduced jacket lamp. (shipped separately) PE1 NEMA twist -lock PE (120, 208, 24OV) 2 Optional multi -tap ballast (120, 208, 240,gVA Mast arm adapter 277V)- (120, 277, 347V in Canada). PES NEMA twist -lock PE (347V) PE4 NEMA twist -lock PE(480V) 3 For arm mounting, refer to technical data BVKMAT Mast arm adapter (10° tilt) K7 NEMA -twist -lock lock PE (277V) section in the Outdoor hinder for drilling template. BV2HS House side shield (132, R3 only) 4 The SPB12, RPB12, SPBT12, and RPBT12 BVZVG Vandaiguard must be used when two or more luminaires SC Shorting cap for PER option are oriented on a 90° drilling pattern. 5 May be ordered as an accessory. 6 Other architectural colors available; see Accessories: Tenon4foLntk;gS0fX er (OrderseparatelyJ Architectural Colors brochure form no. 794-3. Number of fixtures 7 May be orderedwith SCWAorLLRPSL. Tenon O.D. One Twoolso` Two®90o1. Three@,120° Three09017 Fourei90"3 8 Must be used with SCWA orLLRPSLoption- ---\ 2-3/8" T20-190. T20-210 T20-290 T20-320 T20-390 T24-490 2-7/8" T25-191'= T25=211. T25=290 T25-320 - 725.390 T25-490 4' T35-190 T35-210 T35-290 T35-320 T35-390 T36-490 OUTDOOR J T LUMINAIRE SCHEDULE INTERIORS V_ Symbol Label Qty Catalog Number Description Lamp File Lumens LLF CONSULTING - ARM MOUNTED FIXTURE ONE 250 -WATT METAL A 2 BV2 250M R2 WITH PREMIUM HALIDE, HORIZONTAL 97012225.IES 20000 1.00 BV2 400M R2 Test No. 1197051402 SEGMENTED OPTICS POS. COEFFICIENT OF UTILIZATION lest No.1197051913 ARM MOUNTED PREMIUM ONE 250 -WATT METAL B 7 BV2 250M R4 CUT-OFF FIXT HALIDE, HORIZONTAL 97012227.IES 20000 1.00 .0 .1 .2 .3 .4 .5 .tit W/SEGMENTED OPTICS POS. STATISTICS Description Avg Max Min Max1MIn Avg/Min CALC ZONE #1 1.2 to 2.1 to 0.4 to 5.2:1 2.5:1 CALC ZONE #2 1.0 to 4.7 fc 0.1 to 47.0:1 10.2:1 CALC ZONE #1 IS EXCLUSIVE TO THE PARKING LOT AREA ONLY. CALC ZONE #2 CONTAINS DRIVE ENTRANCE AND PARKING LOT AREAS. BV2 Metal',Halide Area Lighting INTERIORS V_ Coefficient of Utilization PLANNING ba CONSULTING - Initial Footcandles Box 362 306 Brook Park Place Forest, Virginia 24551 BV2 400M R2 (10 -DEG TILT) BV2 400M R2 Test No. 1197051402 BV2 400M R3 (10 -DEG TILT) COEFFICIENT OF UTILIZATION lest No.1197051913 COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION Test No. 1197051918 W .0 .i .2 .3 .4 .5 .0 .1 .2 .3 A .5 v2 .0 .1 .2 .3 .4 .5 .tit Q 1 1 1 J 5• 0 � s 5 e cza x U � = 2.5 1 2.5 1 2.5 1 z z i2 0 1 .25 2 5 2 z o ?5 _ c 25 = 3 z 3. W 3 z I - v 4 ¢ N s d ~ VJ a 4 4 fn s 0 1 2 3 4 5 6 0 2 3 4' 5 6 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32000 rated 40OW Metal Halide lamp, 32000 rated 40OW Metal Halide lamp, 32000 rated za� U lumens. Footcandle values based on 35' lumens. Footcandle values based on 35' lumens. Footcandle values based on 35' >In mounting height, Distribution it , cutoff. mounting height, Distribution II , cutoff. mounting height, Distribution 111, cutoff. M BV2 400M R3 Test No. 11.97051901 BV2 400S R4SC (10 -DEG TILT) BV2 400M R4SC Test No. 1197051401 COEFFICIENT OF UTILIZATION COEFFICIENT OF UTILIZATION Test No. 11.97051910 COEFFICIENT OF UTILIZATION .0 .i .2 3 _.d .5 .6 2 ,0 .1 ? ,3 .4 .5 -6.2 .0 .1 .2 .3 .4 .5 -- -b 2 Y 1 1 CH ARLOTTESVI LLE 5 o_ 5 0 z 5 0 = 2.5 : 2.5 1 z 1 x z z I 1 � z 52.5 Z o 1 2 a 1 2 0 0 .25 5 3 w U .25 3 z � .25 3 U 4 0 d o. o 4 Q s 0 1 2 3 4 5 6 0 1 2 3 4 5 6 0 1 2 3 4 5 6 40OW Metal Halide lamp, 32000 rated 40OW High Pressure Sodium lamp, 50000 rated 40OW Metal Halide lamp, 32000 rated lumens, Footcandle values based on 35' lumens. Footcandle values based on 35' lumens. Footcandle values based on 35' mounting height, Distribution III, cutoff: mounting height, Distribution IV, sharp cutoff. mounting height, Distribution IV, sharp cutoff. NOTES: I Photometric data for other distributions can be accessed from the Lithonia Lighting website. Mounting Height Correction Factor (www.Lithonia.com) (Multiply the fc level by the correction factor) 2 For electrical characteristics consult technical data loft. = 9.0 tab. 3 Tested to current IESNA and NEMA standards 15 25 ft. = 4.0 ft. = 1.44 under stabilized labatory conditions- Various operating factors can cause differences between laboratory and actual field measurements.. sa, Dimensions and specifications are based on the most current data and are subject to change. Existing Mounting HeightZ =Correction Factor i Now Mounting Height I 100-BV2 fA LtT,IV,al IA L/GHT/NG 01999 Lithonia Lighting, Rev. 6100 '" ARCHITECTURAL OUTDOORLIGHTING 100-BV2.P65 ONE LITHONiA WAY, CONYERS, GEORGIA 30012, TELEPHONE 770.922-9000, FAX 770-$60-3129 -- ilhnni—An . IN CANADA: 1100 SOTH AVF.. I ACHINF. gUFRFC HRT?V3 i H COUNTY APPROVAL BLOCK ALBEMARLE COUNTY SERVICE AUTHORITY DEPARTMENT OF ENGINEERING PLANNING AND COMMUNITY DEVELOPMENT DEPARTMENT OF ZONING FIRE OFFICER BUILDING OFFICIAL SITE PLAN 1 " = 40' 0,0 0.0 0,1 0,1 0.1 0,3 0.4 0Z 0 0.0 0,0 0.1 0,1 0.1' 0.1 .0 a 0.0 0.0 0.0 0.0 010 0.0 o�O T DATE DATE WATER METER i 10' STACKING LANE AND 100' TAPER ARCHITECTURE INTERIORS V_ 1: PLANNING ba CONSULTING - P. ❑. Box 362 306 Brook Park Place Forest, Virginia 24551 804, 385, 0495 pkac 804, 385, 8529 FAX bcwh, corn ((w''}}ww, t_1— 0 W Q W Q �Q J CD I-- OLn � n lJ J Z _I N <1 � c) U 1 W �wN a 01 U�� U� <O0 0 oQ ry fl W WC/) W W Q In za� U 0 �o Q >In 00 M W d- ry o 000 CH ARLOTTESVI LLE ALBEMARLE SPCA CHARLOTTESVILLE, ALBEMARLE COUNTY VIRGINIA ©WA16Im Material Included hwreln Is covered by copyriphk Usc of this work In whole or In part Is forbl without the a pre vl written consent of WWH, Inc. PROJECT NUMBER,: 1886 PROJECT MANAGER, MR DRAWN BY, RJP ISSUE DATE, MAY 10, 2001 REVISIONS, SHEET TITLE, ELECTRICAL SITE PLAN WHITESCARVER, KURD & OBENCHAIN) INC. 'PRELIMINARY CONSULTING ENGINEERS NOT FOR CONSTRUCTION SHEET NUMBER, 4932 FRONTAGE ROAD NW 11508 ALLECINGIE PARKWAY 6/9/98 O ,. RQANOKE, VIRGINIA 24019 RICHMOND, VIRGINIA 23235 WHITESCARVER, HURD & OBENCHAIN., INC, 540/265-4444 804/423-6444 A C E C 1 Orc 1 DES: BCL DRF: BCL CHK: JDH COMM: 1140 i ■ 0 v r c a r c c c