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HomeMy WebLinkAboutSDP200200034 Plan - Approved Minor Amendment 2003-05-22JUN 0 5 2003 DENIM S Elk\fTI-7-RPR SES TM 7[,.,.. ARCEL 13 D LD) I J .. PAGE 545 MVANNA MSTRX(__."_J_r, At[z,'*-,-'IF i,���,:,RLE COUNTY', VI[R(C_MNllA SHE DATA I LEGAL REFERENCE: TM 78 PARCEL 13 SOURCE OF TITLE FOR PARCEL 570: DB 2128 PAGE 545 OWNER/DEVELOPER: DENNIS MINETOS 1389 RICHMOND ROAD CHARLOTTESVILLE, VA 22911 ZONING: HC - HIGHWAY COMMERCIAL EC - ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRIC F: RIVANNA SOURCE_ OF BOUNDARY SURVEY: BOUNDARY SURVEY BY RIVANNA ENGINEERING & SURVEYING, PLC. 11 SOURCE OF ` TOPOGRAPHY(: FIELD RUN TOPOGRAPHY BY RIVANNA ENGINEERING & SURVEYING, PLC. s BENCHMARK: FINISHED FLOOR AT.- FI tTRANCE TO SHOWROOM. ELEV. = 463.28' THE BENCHMARK WA�J REVISED FOR THIS AMENDMENT IN ORDER TO MAKE TOPOGRAPHIC INFORMATION COMPA-T' L�� WITH US"GS DATUM. BUIDLING SETBACKS: 30' FROM PUBLIC R/W 50' FROM RESIDENTIAL DISTRICTS PARKING SETBACKS: 10' FROM PUBLIC R/W 20' FROM RESIDENTIAL DISTRICTS UNDISTURBED BUFFER: 20' ALONG BOUNDARY WITH RESIDENTIAL DISTRICTS MAXIMUM BUILDING HEIGHT: 35' PAVING SPECIFICATIONS: PARKING AREA: 6" - #21 A AGGREGATE BASE MATERIAL 2" - SM 9.5 SURFACE MATERIAL_ SIDEWALKS: 4" - 3000 PSI CONCRETE CURRENT USE: AUTOMOBILE SALES PROPOSED USE: AUTOMOBILE SALES AND STORAGE PROVIDED PARKING SCHEDULE: EXISTING CUSTOMER PARKING SPACES = 18 (INCLUDES 2 HANDICAP SPACES) EXISTING EMPLOYEE PARKING SPACES = 7 EXISTING DISPLAY PARKING SPACES = 127 NEW DISPLAY PARKING SPACES = 32 NEW STORAGE PARKING SPACES = 131 TOTAL SPACES = 315 REQUIRED PARKING SPACES: SALES: 1 SPACE PER "1500 SF OF DISPLAY AREA, TOTAL DISPLAY AREA = 159 SPACES*162 SF = 25,758 SF CUSTOMER SPACES = 25,758 SF/1500 SF = 17.2 EMPLOYEE: 1 SPACE PER TWO EMPLOYEES EMPLOYEE SPACES = 14 EMPLOYEES /2 = 7 LOADING SPACES REQUIRED: 0 LAND USE SCHEDULE: PRE -DEVELOPMENT % . POST -DEVELOPMENT % BUILDING: 9,860 SF 5.0 9,850 SF 6.0 PAVED: 64,470 SF 39.5 110,970 SF 68.0 PERVIOUS: 88,933 SF 54.5 42,433 SF 26.0 TOTAL: 163,263 SF 100 163,263 SF 100 1. DO NOT SCALE THESE DRAWINGS. USE DIMENSIONS SHOWN ONLY. BRING ANY DISCREPANCIES TO THE ATTENTION OF THE ENGINEER. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY ALL DIMENSIONS. 2. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES. 3. THE SPILLOVER OF LIGHTING FROM OUTDOOR LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF (1/2) FOOT CANDLE. 4. EACH OUTDOOR LUMINARIE EQUIPPED WITH A LAMP WHICH EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINARIE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDEN FIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. 1. THIS MINOR SITEPLAN AMENDMENT SHOWS AMENDMENTS -TO SUP--00-115, WHICH WAS APPROVED ON 4-2-01. THE PURPOSE OF THIS MINOR AMENDMENT IS TO ADD 135 PARKING SPACES FOR OUTDOOR STORAGE OF MOTOR VEHICLES. THE 43 DISPLAY PARKING SPACES APPROVED WITH SDP-00-115 HAVE BEEN RECONFIGURED ON THIS MINOR .SITEPLAN AMENDMENT. 2. STORM WATER MANAGEMENT REQUIREMENTS SHALL BE PROVIDED BY THE STORMWATER MANAGEMENT FACILITY TO BE CONSTRUCTED AS SHOWN ON THESE PLANS. ' z: SPECIAL USE PERMITS SP--98-- 13 AND SP---2000 56 HAVE F3F1=N APPROVED FOR THIS SITE. 4. SPECIAL USE PERMIT SP-02-13 FOR AUTOMOBILE STORAGF AND DISPLAY WAS APPROVED. i START OF ANY CLEARING ON 5. THE 20 UNDISTURBED BUFFER LINE SHALL BE CLEARLY MARKED PRIOR TO THE STA THIS SITE. 6. MAXIMUM NUMBER OF EMPLOYEES FOR SALES OFFICE AND SERVICE SHALL BE 14. 7. THE EXISTING SIGN SHALL REMAIN. 8. PAVEMENT MARKINGS AND SIGNAGE SHALL BE PROVIDED. SIGN STATING 'CUSTOMER PARKING ONLY' SHALL BE PLACED AT EACH CUSTOMER SPACE, SIGNS STATING 'EMPLOYEE PARKING ONLY' SHALL BE PLACED AT EMPLOYEE PARKING AREA. 9. THERE -IS NO 100 YEAR FLOOD PLAIN ON -THIS SITE. 10. THIS SITE IS NOT LOCATED IN A RESERVOIR WATERSHED. 11. TRASH REMOVAL: ONE DUMPSTER WILL BE PROVIDED AT LOCATION SHOWN ON PLAN. 12. EXISTING LANDSCAPING CONSISTS PRIMARILY OF DECIDUOUS WOODED AREAS. 13. 'PROPOSED CRITICAL SLOPES SHALL BE STABILIZED WITH BLANKET MATTING. 14. VEHICLES SHALL NOT BE ELEVATED. 15. VEHICLES SHALL BE DISPLAYED ONLY IN THE AREAS INDICATED FOR DISPLAY ON THIS PLAN. 16, THE 1 ACRE ADDED TO THE SITE, AND RECORDED IN DB 2128 PAGE 547 WAS REZONED FROM PDMC TO HC BY ZMA-2002-2008 WITH PROFFER. 17. THE NEW SANITARY AND LANDSCAPING EASEMENT IS RECORDED IN DB 2456 PAGE 682. .O �10 MAP VIC�N�TY _6A SCALE: 1" = 1000' \� I LN mm's": "LLIVIIIIIIIIIIA 11, 1, A A N 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLC FOR NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. "THE LOCATION OF EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON THE PLANS AND, WHERE SHOWN, ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS .AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY ON JANUARY 15, 1998. - 4. DATUM FOR ALL ELEVATIONS SHOWN IS ASSUMED F.F. ELEV. OF DENNIS ENT. BUILDING (500') FROM PRIOR SURVEY. 5..'11HE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). i 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER, MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE 0'` THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES. 7. ;ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 4 . AlBEMARLE �1 V.�io ER"' 1--i _ �� ��E o 1. PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING R" I.0, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR TH :l REQUIREMENTS OF THE PERMIT SHALL GOVERN. b 2. ALL. PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OIi V.D.O.T., UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL INSTALLED PRIOR -TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. i 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL: V, RTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 4:1 OR BETTER ARE TO BE ACHIEVED. 5. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF Ei":'',INEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 6. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH -THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 7. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS IIL 8. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR P-;RT 1926). U %AW I� �NDEX i of 4 COVER SHEE 2 of 4 SITE PLAN 3 of 4 LIGHTING PLAN 4 of 4- DETAILS t LEGEND C_j Benchmark 500 Existing Elevation/C.ontour - -W/E-- Existing Waterline x [500] Proposed Elevation/Contour --0/E--- Overhead Electric 500 Proposed Contour Power Pole Slopes Greater Than 25% �x Exist Light Pole Prop. Light Pole New Display Parking M1-1 Manhole ................... MOM Painted Asphalt Limits of Ground Cover A L M. PLANNING DEPARTMENT ZONING DE',,PARTMENT INS EC>-IOI;IS DEPARTMENT FIRE OFFICIAL PC-& -11_j 4 117 SERVICE A,JTHORITY ENGINEERIINI ",;G DEPARTMENT VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA HEALTH DEPARTMENT BOARD OF ARCHITECTURAL REVIEW FIRE OFFICIAL rn Lo c0cz co W co F4 co co E- U F� o co O co � W W co 0 W � CQ CD �' > In C/) x oCQ W 0 TH OF TIMOT R. MILLER CERTIFICATE No. 3054�100 , �a �SS/ONAI Revisions: NO. DESCRIPTION DATE 1 SPIN Comments 4.15,02 2 ARB Comments 5.07.02 3 SPIN Comments 7.18.02 4 Add BMP 08.08.02 5 ARB Comments 111.04.02 SPIN Comments 112.09.02 SPIN Comments 101.23.03 9 O M 1 � N N � O z � z v � a� 0- CD m V O o U � N 0 0 0 V) o 0 o U Q V O 0 0 O �0 � r W W O E-+ H zJ N O W w C W { � Q O y CIO -o Sheet No: IS ol' 4 .- - I EaA Side GrOLI-fid Cover Mail S21/fkAi,*E­': ....... I ......... * =­­ " , 3" ­ *0 . ................ * ­­ * .. .... ... .... .. .... ... ** ..... .. . * ... . ...... *** ... ... ............ ­ ­ * .. ... ­ ­ -_- ... 6irnmniii,iiiiiiiiii I EAST SIDE of SITE: . ---- --- - ­1 ..... .. -.--.-. --- --- LAN . DSCAPE REQUIREMENTS , .._ ___ _­ '- Total Area = 14,750 sf. \ ,.--- ­ - _ _... _ _ \­ --.-.. _­ ­­ _­ EW-2 - _...­ - ­.­ _..._.._.....__._. Approximately 60% of area will be covered by trees & shrubs ", Inv.­---440.2 " *---' -1. �--- - ___ -, � _­ .- ... INTERIOR LANDSCAPING: . - End Wall shall -be.. cast in .&Gorartd- ' _. ­ .--'.-..-. . -_ Forsythia (S-2) shall be installed on the remaining 40% ©1 1 -,., , \­'. - -- --'-'- 'T- m 0 r le -!or - Q '_ . me er ..--- ­ _ . __ __ __ CANOPY REQUIRED: 0.05*86,902 SF = 4,,545 SF . - d -r- -'- , - ­ - dif' JI"(1tor t�--'..o�,..18!'-.-------'-----' ____ -..-- Plant per 25 SF. \ I \ I . ", __ 1-1454, ­­­ ...-.. _... __­ --.-. __ _... . . QUANTITY REQUIRED: 1 TREE PER 10 __,,-- - __-.1.% __ - _ __.. - ­. .- _ .- _. _ _... --.--..-..--..-.- PARKING SPACES ' , - . - ,--.,-'\, ,. �_ _ , T- 6 J:­5--- 1 14,750 * 0.40 = 5,900 SF \ \__ - . I "I 1/­_ - __1 -11 I , - - - 330/10 = 33 TREES .. - � 1, \ - I- ". CANOPY PROVIDED: 14,373 SF 5,900/25=236 plants : , �, , _� I , -- - QUANTITY PROVIDED: 109 TREES , '... .., / . J ,,,, I , To -Lai number of plants required & provided = 236 . I -, "I � � \ . \ \ . -, . ,TOTAL CANOPY: . '' / I � .. - - _ 1% . 4 11) � 7- __ ­1 _­­..._... � ---- � - PVC �449 9 �A_�_, ., REQUIRED: 0.10* 163,263 5F = 16,326 SF \11 I '_ `�4b­_ -, � - � _4 �C�___ �11 WEST SIDE of SITE: I .., I , .,-.-.. _.....[A. RI . 6roifl ... Pipeff - /\ __ -1 -­ ­_t . . --I I t .1. , - Total Area = 3,850 sf. .., - - .. - ­ IQ- -;,..- CANOPY PROVIDED BY SDP-02-34: 14,37,5 <;F _­ _T_Ij� ' ­ - ­r41-1- . ". I __1 4B....- _.__ - --B I / ­ X.1 �2-_ / _. _. __ tz ;�­­ 'a'i ," , - ir 1� '. � Approximately 35% of area will be covered by trees & shrubs ,I I ,_ __ Ing St uc.y . CANOPY PROVIDED BY SDP-00-115: 7�9',, 3' .'­, I" '. - 10 I ....... � - � 1�) .-L I .�,' I- � � . .(S-3) shall be installed on the remaining , .. " .. I I T________ii� �� 22,1 9 SF Blue Rug Juniper, \/ " " , ;-..� � d) llp� 'TOTAL: " - __ -.-,. I _ _ 1. , , ­ ­ ­ 1- � - ­ , , 0 , .., - 0 . , , , " _ I * " z ­­ � , _ 7 - _. _ - � , ". I ;,C*, 11.1 . , . - 11 /� . � ,,v.%!J � )? .. - - . - . - � , . I " X/ I I .... 1, __ �% j_,,_ 1 " I GROUND COVER: Refer to Details 1/S2 ani 2/S2. -1 , F. , .... . . ­ .11. .- - - - -4 65% @ 1 Plant per 9 SF. , , , . . _ . 11 1, I .1 / , �. 11 ,.1 -1 �. ­­ -... --, I , "' '.. w I I , - 1_, �_ _... . : 11 I - I ." [441F :" x . I -.- I ,'/,, , -- "", _2 - -.1.1 - - "' �/_ - - - . I - I :.. I _� 1, . / o .- I ./ :p ­ F44 I _ .1 _ _ ) " , . - .­�: I ... . . 3,850 * 0.65 = 2 500 SF , � 2,500/9=277 plants Total number of plants provided & required = 277 � - TOTAL PLANTS: 513 __�) .X, - , \\ . N � I'd ,�� ( C_ I ji IV, - . 1'��, ,jI . " � � . _; t ,\ . -1 , C 1\� \ , '�(� ,\ � \ , X , " ,i\ ,e .��' �,,�\� � , / ("r - � ,1, � o�-� �,\\ - / � ? I 1 " _j �'% 1 ) 1 4 /,\i I \,) . � � �)!-i (j ft-01- (, �Ol, _'� _�\N '� \*�,;, ,/ bir-- \� ,�\ 4\ �, (_ ,:�\\v�- -) . �!) N � I , 1� 1\�, A �_N,�,,,.(Itl \ .Y (3-1 � �0 , '( &\,, ­ - e�') , \ � jj�� -1 - __­ � ,)�� �\ 1�� '? ". 9 _... _...V.___._ .- _... HAYNE W. DOMINICK Jk V 6-7 11_ ­­ ....- Ole �(-' �p ) \\ r 1\ r" \ TMP 78 ­ I z1 �� - " I \ , I DD 565 _P 532 11., " \ I . � � _:\ - , V,�� IIJ \ � 11, ZONING: HIGHWAY COMMERCIA1 i<,� \ 11 � , \ , � , __ \ ,__ _ �. ., \ . � , "'. ..... . .... - .. - \ LIMITS OF CLEARING ' , ­­ ­ _. ­_ -- - -- \ (LIMITS OF TREES TO - 1.1, - .�.,_ ___ ___ ,_A,2()-- _. _. BE SAVED)". : ,� ...... � ..... - _ ".. ....__.- \ � I f .. 1- ­1 ._­_­ .. .... ­1 .. . ..... ­­ 1, : \ - . ­ \ � __ _ ... - .... . .... I ..... ...... ­_ I ..... . - -­ -, ­ _.- __., * : I ..--- ­_ __ .... , - I \ _ _. - I - ­ _­ . ­ . I. I 1. _­ 11. .11 ... 1. ­'. - 1. I New E\W-8 -FFr'Tl\/F FFNIPINIC' " I \ __­ � _­ __. .­ IDDO . I I \ . - .. _ M121 1b6 I . I) fl, ( -\ '----.-'--'.-..",..-.W..e..s.L...-...-.Side .. Gj-,._o_u.Ti. d ..... Cover ............ D.-e-t-a-1.1 " � �!" , SCALE: C' = 30' ,.--- -, Removed Existing I tk: A --- - - ----- - - - . -- ------------ -- ­ - . TREE BOTANICAL & - --- ---- MINIMUM HEIGHT QUANTITY CANOPY TOTAL KEY 17--_ - 1� COMMON NAME _____ CALIPER @ PLANTING PLANTED Y CANOPY AREA Liquidambar Styrocilluo Rofituridiloba 1-1 2 1/2" - 12 424 sf 5,088 sf ...... ... .... I ... .. Rotundiloba Sweetgum .... .. ....... � ...................... . ......... I— ........ ....... 1. ................... ............ : ....... . ........... ............................... ............................... ................................ ............................... - - I I 6 - 7 31 119 sf .3,689 sf (PS) ......... . Eastern White Pine ..... ....... I ...... � .... I .. ... .. . ......... ............. ................................. � ... Querus rubre ........ I ............. I ......... ............................... ............ . .................. .. ...... � ....................... ............................... T-3 2 1/2" - 8 335 sf 2,680 3f Red Oak I 1; ........................ T­ 4 ...- ... .......... 11 ..................................... I ............................. Froxinus Arnericona ................................ ............................... ............................... . I ............................... ............................... 2 1/2" - 2 413 sf 826 sf (FAA) Autumn Purple Ash .... . - ........... - - ..... ­­­ ... 1. ...... 11 . ............ . ........................................... Magnolia Grandiflora ................................ ............................... ............................... ................................ ............... I ............... T­5 2 1/2" - 8 54 sf 432 sf ...... ............... .... I ..Souther..n I Magnolia .................................. ..... .......................... ............................... ....... I ........................ ......,.. I ........... . ........ T-6 - 6'"7' 22 55 sf 1210 sf American Holly , ....... ....­'... ­ .. - ­­ ... ............... .................... � ....... � ........ Juniperus Virginiona ... I ....... ...� ........ 11 ...... � .... 1- ...................... .............. .............. � .. .......... I ....... I ......... ­­ " ............................... T-7 . - 6'- 7' 28 16 sf 448 3f Eastern Red Cedar ......... � .. . ... I I ... 1. I... , ­­ " * .. .... ... * . ... .. ... ... * , ­* ...... ... Rhododendron x 'Coral Bells' .. ­* ..... * ............. ­ ­­* ..... ... * .. ........... ­ . ............ ...... ...... ...... * ... * .................. * ............................. - S__1 . - 24" 28 - - ,_ � - Azaleas, Evergreen .11 ... ... , * ­ * ­ ... ­ * .. .... ...... ......... . .. .. .. ....... .. * ... ­ . .. ... ..... ........ . ...... . ..... ** ... * .. .... .... ... ............. .......... .... ................ ..............­....... ............................­ S-.-,) f, r. suspenso Sieboldii - 24 " 236 -_ -, Weeping Forsythia .. ..... .. I ...... ­ ...­­ ­­ - ....... ...... I .................................................. ................. J. �orizontalus 'Wiltonli' - ........... ............................... ................... I ......... "I ............. ................. .. * .... ­­ ............................... S-3 - 24 11 277 - I - -----,--- I Blue Rug Juniper I I I L___._______._____ __ Total Canopy 1 4,373 sf , . i NANCY W. DOWNING TMP-78--14A , , � . I DB 420 P 155 PGA I' ZO;VING: HIGHWAY COMMITRCIAL ALONG LENGTH OF I I I I',-, � .1 ". \ NI.- ..._.. __ __ -­ ­ EW-2 .I.... ....I. _­ -1. .. ..... ... I .. ... .... ..... .. _­ _._.. _....- - -, __jV_­­ Fxisting 24 CPP Inv = 4,45.3 ,-.. f-xis ting Edge of Aspho t in, Z) I QU 1. on' Sanitary Q ul.r EX. I I /.) , . : i .. - ___ 1,f(49 Existing � h " \ 4i.v.-= .... 440.2- -, " __ � \�,C)­I. ,;o wi,..v % ".. �,�' f /_ ) . (To Be Removed) � Pavement .r SAVEDTREE LINE I I 1. \, I _­ -11 .­ ­1 - - � � \ .*-­-,:�.­,-,-, .,--',','.:.­.`J 1�,�, \ \ \ V \ -_ -, 17, - - ... ,_ .,...--. -1. 3' &r�j co�i - \ I End wall shall i -1 in y - -­ ­. %. ': " I � . _ - � , ". I Easement I �., " Exist. ,, � � Existing Retaining . . . \ q ­ _", L. �be- 'is J,u(;z��-,uad ­... , .1 .1, / \ _ ._ ­1 ­ ; \ \1 F_ _'.­­,.­ 11, . 1. ,____ - \­- , .". _ ... '. _.. DB 1882-582 ' TO REMAIN rHRU / ) N \ \ �,�\ ­ " ­__ - , ­ ""' _­ ­V�'Retain I rig Wall Wall _.".1-11.".. _' ... ! : \ \ \ ., ... ­ ­ . I ("To Rerf r! __ " '. ,I . . t � . TDH(­qoi\i \ " � ..1-- _­ \ 11 , 1. CIONIQ : \ \ \ \ � .- modifffd t or .,-,, Pip - drdrrieter of .... ]a'.' ... - - --- -­ -- * .... .. _' ' . I.Al ;wrir fIrriii... � I I . %, 1�1 .- . INV,- ,--.. . __ __ A � , I . \ \ — I . .1 . . __ __ ... .... _ - "' - 11 \ . .. \ I , .1 1__� _ _._.,..._._ .. - - .... - . . 11. " . \ \ \ I ,,, _. _ __ - . ­­_ = (Refer to Detail 8/S4) \ 1. \ .\ .\ .., \ - .--.I,--- � - , .... ".. .. ..... ..... 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I . .11 �I ­_ .. rV W, nt _.� : i - __ � -1-1 ............. I .............. ................ ............. A ... I. -I.. .-I-1­11- ­­­ ... ...; I . \_1. \ �.. 1. ., - , `- ................... � ..... I—. � I ..... I I 1, __ ./ /.- I ....... \ -,; , ,,, , ,,�,,.>-��'­­..\-' ", - , - 1� 1 29005'37" W 416.70' , . . , \"� ,,-,�� _- `3 � K _ � ,�, , , I ­� �L-.20'.' WIDE SANITARY SEWER ........ . � '. ,� , z ", ". , �. ,\ ­_ EASEMENT. -TO BE/�RE-_.00RDED. -`­­­­'­\-- . .. . � .. I.. I , . " . \ I � .. , � ... ., 11 "I 1\ \ ", :.\,\.t)., \ \1, \ � \,, i�, . ", z� - \ . z �_Q-111 I - .11 I - 2 "i I," - / - ... "V-1111111-VI ......... 1-,/­­­­',,­-,-,, -, /11,.__,. _'." ...... /­­ "I , \ I , k \ , I �_f \ 1, I" - , \ iNew 10'xl5' Concrete Dumpster EX. WHEEL '81LUC,K� I ,(IQ I , . i \ I - - . ' j" 6 ; 2 I- " I - , . 0 -, vgn � /"­­­ .. \ . , , - - - � NSPLAY SPACES - - - . " I - Lam. , �I .... 4W .. . I I , 'I" \ \ I 1: .. � , I I__/ I I ... , - .,� I 11 I.- -, , I / .­ I- _1\ I " r- r _` T-2 Pad --Block Wall With Brick Exterior . i \ , - �f \ � . .1� 1, - - . . 1-"11 , , , . " \, I ...... __� \1 , " -1 -_ /'-- __4--_ 1 - - . \. , I , �1'z . ", _ _1�1 I... / \, \ ", \-, I - ��,/ ____ �_� . \-& Cop Brick To MAtch Building. SHALL NOT HAVE PAINTED LINE STRIPES -1 I * , !.� .- . " - . I."." 1, " �t N. - *1\1 I \ \ , I � ) , , I � , , " _a I , , I ­ . - r-_ . I I'sz- ,!- � I " ) ...' , ., \ , I _N1- , ___4 .1 I-----/-- � _:j 11 \ :r-- �'t, - I ,� Stbekude Wood Cate. / , I 1\ I \ I I I / - -1 11 _15__,Sz�1_1 �< \ I _ \\ \ I - I . . ; I . \1 . EXISTING SWALF' .1 ­- 11 , . I 11 j . , -.� - \ �f / , I ­ -- ---� , 11 1. . Existing Wooded Area 1, ... , __1 I- 1, , I - '. , , I - !_ / I I , ". ..-.\ \" \:�. .. , \ _. " N . I , - .. - - . 1lam'' . , 1.,."� 11---" . I . , , .. , , 11. - I - ! � " E - " , I I .. \ � .-.,.. ,,., I/ I- . . . .1 _­._ I \ I 1. .�� ". - � ... ...... �- *,--.. _.. .1 .., 7 *, I I . '�_�z , .. ,.�, . , - ---,--.. ` I 1, j ... : , L_�-% \ ., \, ." - " ­', - / j ! � _.- .__ . ---� .- '. 11 Primarily Deciduous 'Trees . .. ... " .., - ,��._ �f Rerli --- , 11 , , , _ , i � I I / I \1 ...... , ­ �Gtkt ,", __1 I I .. ", I .­ \� .... ..... I- - - - __ � ", 11 ­_ I& - � _- - �__ - - ^17_� _,_� 7 - 111� '. 1, 1'� I I 11 __11 __ 11. ) �__=, L_L� \7 '. ___ �, 11,�,� ''\ _. .. ,/ ., " , . 1�. �_� ­ �, 11. � �. , � . 1.1, " ,,, I GROUND COVER�. 11 4 - - ­r , I '1­1 " � � � ,/60�,, � I - � on -U--- ", -1...... I , - . � '. 1, . . - Gem GFo in -- ­6` ie,o t '' "I ." 1.� I 9 T en' . ". "I // 1. I" , ­�'_ ,,, ,,, 1',\ I � AREA / / I '. ...__ _..". ".., " ... "� "I-,, -.-- 11, � 1. 11 ��. �'. ". '_� ,, . ; '1__1 " .1".1 I" -...-"11�1", � 1...'� � I 'I-- CLEANWATER DIVERSION SHALL H UR 7' IN VIII'STMENT ,'COMPANY ", .�, ". "I... I- - '. I_. I ", 1"', "'.", ., ��__­." 11 .1-1 1-1 - '.." �, . "I' REMAIN FROM EROSION CONTROL / _�---500---�,,, " ­� �_ I '.. ." 11� ." \� I.. . ....... .. *. "I. I 1, 1190-1 �. AS A PERMANENT STRUCTURE I 7'��k/]J 78 - 7dA If " �' 1-11 . P 406 � ZONING: Pj)MC MICHAEL E. SPOONER IMP 78 - I 3A . ZONING: HIGHWAY COMMERCIAL . ........... ....... . .. _� . . ..... �A�!�9*446*0&40pdo� ......... _1411il-1.4-111 .... I ... .......... - � G . . : W4TER LINE . - 2 1 •........ PtC RT. 250 Jo _Lx bATE VA'LE ' 'j I ISTING � 30' BUILDING SETBACK -/ I I I � ji;" i FINE HYDRANT - I " . I 'I I . ...... �� . I 11 I . I ,1� . ........ 6..� . I g w � j.Q.,,1PARKING SETBACK 11, I I ..',V '11­11-1 .... , I I , \ I i ' 1,. EX. 1" WATER METER I FOP-., AUTO GROUP . R , - � .: ; i . EX. 5/8` WATER METER \, FOR DENNIS ENTERPRISES I I 11 I I I <1� 1 1 1 1 . .1 ,� II ! I 30 0 "I 30 � I . , . SCALE: I " = 30' i 60 90 . M CD �2 co co 00 0 . I ,0 -qdl ,0 ,:;�;, -.,;P co M 0 En En U -, I cj 2 ., 130 , , ,d' C:1 00 @) Co Co P4 i� W I._� Q, P4 W � i� C) a. . � 9 I co W w C) C0 -<111 1�__ ln:� C%2 CV ;;,;,- _< r, C:) -,:I �V_ to .5! M 0:4 8 M IV 1j 0 . . C3 rl- kI U A �,N`LTH - 11�* 0/1 .z:, P/ 1P 1 61 IV ,_ TIMOTHY R. MILLER .:) Dt- CERTIFICATE'No. _P -10 30542 - O" � 4v7 ^1 11 % SS/ONAL E- - Re -visions: NO I DESCRIPTION I DATE C 3: . IN 0 CD I I _I_- 03 . V) (z) U) Ki < C) 4; 0 -- I 0 F= V) 01 U) .S .S . . V " Q " __ 0 r__1 C:) C�) . . co . 5 . 0� •tw FC) :r__, . . r--i 12-4 � t I Pi ;j W � - 'C/) I 0 U E---i i W C) 1`- Q4 I Cd�--i E--, 121 E­1 W Q.) F-, &-, ,o W �?�' P:, -� ��-� U) -I,.S . W� b .,--4 I , _j.... 'j � W V) rz� .r.-i I� = C) c1d i �=i ir b3 -;,5j �! ;t, co �> � 15 . 0.) � . . . r--j 124 � . CL She(A No: 5�:� 51-vwa-2 S2 of '4 3.2 2, 9 7/0 \r3 0 1A 6.7 2.4 4,6 1 3.5 5.6 3.1 t 6 1 10 6.1 3.1 1.4 .1 Fi 6.3 U E) 0 2 0.5 0 C Q,.�8 ❑ T11, 1,9 2.4-1 3 0 6 ',8 1. L- v 6 2,7 Q.2 0.8 1, 0. 0 0 12 .0 1.11 12-, 1/ P4�' 0 t.8 I 02 0.6 1.3 1.9 1,5 2.3 2.2 215 9 moo. 0 F-00 .. r6 ro Tt-'.,, 4 0.6 1.0 2.2 4.4 4.8 4.5 4.4 1) 3.6 1�11.4 1 11 12 a. EJ 1 0 0\.2 0, il 5 0. 0 .1 1�-3L 1 �6 0 13 ..... . ...... . ... . .......... . ....... .......... r Roa -v y i e0w Site.asie u 4a tie ies Catcllog No. f i Horizontal A PL.ICATIONS Build! io Ped-,-iietprs. Pa,'k1s, Heoreation Arecas, Patktrig Areas. Rcad tv:fvs, Outdacx SalGs Aeeas, Spor 0ourts, Outcloor Areatl CONE*)TRUCTION prpclioll clip-CE10of a](011A]m he:Jsing i_., - fLI11Y rI leas fr�tr-re. Corr' truction and pr(-,4-..::bjt d; 3t, rno[sture, and bUg q, it r�. • T fra,rne latch, • Cc)rroskm rusistant L)uraplax 11 bronzo palyc"ster r0:1,.x_Ic.,r coated finish. • Optional d".esigner fini.shes ava.ilradp.. See page 281 in the Lx3oLjnoj clatalog. ELECTRICAL P(-):optain 41,V pulse Ic-asq, High Power Factor -A4!A ballast. • Elodrica' to hingoc,;' b-atlast tray. • Starting OPTICS ploac; hydrotori-nod all0diZOd 'flffrlnu...-n 1-offoctor. • Type IV reflectar incorporates inserts. 4C0V%,' NIA -('jpe 11 cund 1V opks require ..'"o-ftred outer j-,_ac_-kp_tiDd Iwnps- MOUNTING • FEctoty hstaled din cast c'11L.,:rniflUrn aw-i. • Arni contains integral tviring/splice charnber via side access • 11.'Yy slot cledgn provides one person linstadation. wiring. WARRANTY/LISTINGS • UL 1572 fisted for ,uet is. • Pu';')I13h(2..,d five year 'IrniWd vvar rant�i. . ORDERING GUIDE EXAMPLE 7 5' ...................... q. ............. ........... i:t�15. 1 ttin-,) 1821 f i rf) .... . ...... .... . . ............. (7 G, 2 t 147" EPA = 1.5 Sq. It. 150 to 400 Watt (MA) Metal Halide 100 to 400 Watt (LX) High Pressure cSodiurn . . .............. .... ....... 2. -7 43" 0 2,1lnrttt 1 IS() !;K)O'l Registel I S N11 p, 15=150"E.."UPED-20 (v1 A See- X I = 1,40 5 17=175i'E' �FTED28 4 c-nd of ?,oilligvl.. 2z:208 26=250(E-E-PE 02,,P� 2 4_-2277 5= 480 I 0=iQ10j.E0-;ETz13,f5) LX 8;; 1201. 27 , 16 = I 5� () ( E Fj' E - r -', ,ms. , 4 25;;;250(E0' ?E_1`215.1 3 4 0 V) 0 iE D.." E T 1 c i 2 ......... . ....... 13 0 0 0 4.2 0. U.6 O3 0. 7 ["2, 4( 5 5.2 3. 0. 0. 6 18.1 9.0 0, 7 0.9 2. 7 . 1 . M31, I Luminalre Schedule -ExceLine Pro jec-t: ' Dennis En-terprises, Inc Symbol Q-ty Labe( Arrangement Lumens LLF Description --EE] 6 A SINGLE 33400 0,700 SMR403MA E E -1--E] 2 A2 BACK -BACK 33400 0,700 (2)SMR403MA ALL FIXTURES ARE SHOWN MOUNTED AT 20 FEE-!- ABOVE FINISHED GRADE LIGHTING NOTES: 1. NEW POLES SHALL MATCH SHAPE & COLOR OF EXISTING POLES. 2. THIS LIGHTING PLAN WAS GENERATED BY EX ;ELINE OF' UNION, NJ. I 30 .0 30 60 90 SCALE: 1" = 30' I - ExceLine Numeric Summary Pro ject: Dennis En-terpri.ses, Inc Label J.Co,tC_Fype I Units l Avg ----FMax Min Avg/Min Max/Min Lo-t FC at Grade I muminance I Fc 12.4 5 128.3, 0.1 24.50 283.00 ALL VALUES SHOWN ARE HORIZONTAL MAINTAINED FOOTCANDLES AT GRADE FIXTURE DISTRIBUTION TEMPLATES ARE SHOWN AT 0.25MFC FOR REFERENCE ONLY 1 . •l.lte, follolyina itemsshall be sliolvn on the p1m: 3'eestcl be Smved; Litttits of c t,3xi-ng (clA51dt etrip lit -it of trees to {;sr, sm e�l`); Lop, atit)a and typtt, of t'eCicmig; 0rade cl arge6regitlring tree, v,,ellc or tAealts; Fxoposecl tieticliitl or knuit-ling be�rorirl t1 , Iititits of',Ieming, III az icutgs.- A iL' tr ee v, to be sa=,ecl sh,,xdl be tteatk eel';ritli print or ribb an at >a 1ieiEJA cle�ffly s,iable to aq iipirtent. Lip rarator .. iir- i r, r le,t� . =l re � r l a , r , .t a Y .. �.tiEt' l'ik� I t l t . tr.e trtarlitt, tixv ., _tE tri� J .,td atilt rn � t . _ a . ue .VkE iI1 ... tl .3YE i li e �I I la .� "l. 1, Pill! Constructioxt ConfereYtce: xx9 xN ?tirlt4C 1 sS'1£l pfotectioniYtB ,tlx� a SI-iall be X8iY18lk't Cl teltl2 t118 G Yitx' CtC3x on site, 4. Eniviftent t es-at3att L' Stale: H ea rl egl1 ,iipiri ,nt, vatiiM,11ar tr xfliC and .,torage ooil .A tirti0ti Iit ateeiats inclt,1ejiDz snit sl:Ea not be pexxttittf;d tJ i lliiz ilia driptiners of trees to be s=-aved. i, %illExusion & st+acunwatex,Detenttivnllevices: >1.101 tie,ri:es.31 jl not adveasel;, affert irees to be sxnrerl. Fires ---reriat p rtrt itt.ec€ tl it:lliti L OO rep'tof die tlxipli.t-te of tree z to be saved. 7, '1`'axic matex'ials-. 'r'oxic lvlaterialN� 11.x1.1 not tte storecttvlfl-lin 100 feet of the ;.kipline of trees tct be s.�srect. prutevt�,e Fencing: T., t z ees to be retail,erl =xrztlzin 40 fa et• of a pxop, fsez 1 bi,E1cI1.r18ca �,cjra,:tizta ::ccfivit�y sliy.tl be llzc,tract.;sti by fencizxF, Fet,-iag sl-iAl be in place atirt slip -A be iii,'perde l uirl alago,,le,T by a,(° musty Itispertca prior to grading_ or ontrt;tiatz. G`v`ti n fb? . gp-.!un:l t Sr:'I xnl l t be ', Vitl' ui ttie dliplita' of a. 4ee to be' s-ITgd, a tee w-Al ;Tull be l-ro-vi. ed ..ii:J :i detail :iL1bbmit.te-A t oz tnstJpXoval- •» l0. Txne IvaI1': Vlbv,nttie gr tlaivl laYt ,I tuit=t bo1,,-vv,,,'F.tl',IS.tdin fl1. - 4fiplitie of a'h0"e to bE aave.d, a• t;ree'A'eU Mnjb6 t f 0 -�i':1 and aC r,t' t i,3 tS CSs i tPt ttl t f!1 i rtr sl, �" l I . `I'x�nclut2� ri, 'I"Isiure.lriz2�: ','when tteli':17:ng, iv r+:':ltti.trxl,,vithia"ll:t limits of rl*, Cirf'g. it vh,.d.t be, {torte it; far aLre,"y ff,, .tn the. tv-4a-' w'f tsee5 .w P rt,,t;i61e..Ctr:z kelirig 1"njer a laxgN tt8:° slxall be G #iFitl retl a» nit V,rI"lf,n it is Ulticipat cl t:ti<a1 ii9sc¢.: fib tt to liixl krill tistzorfPcl�t xt,�ats. Y/ 12 C:iea nup : Protective fencir.,::, uk all, br: [hr* laut ztr.rrt s fem evert rikifing f rv)j 11 IIL. "vr , '7 x �e§ l)«It.« g e3:t to eeJ elicE1I be fr P atp, 4i {itttrt ec -ttely by px'it ili'i g Ii ati n o3' otliPr Ill 2ti:iod. ret,cattittexidFct by 1 ttNe ;;13g:ialE�:t. N10T T : IT IS 'THE DUET OPERi S P..I~`SPONSI1BILITY "1"O COp'tFEP, WITH THE C 01' TRACTOF ON TREE FE(_)UIP1:.N1ENTS, YkIv t� C! t_l.N'I,'F.A CT T't rI� t_`.k1 AS : R ,A t.><.NXTRF, (DATE) TREE PROTECTION DETAIL .................. (S4) NO..T `I'.0 SCALE 6 Tio Fit to S4 SCALE: 1" - 20' NOT TO SCALE CJ CO Q\t., r BI0-FIL-IER LANDSCAPING LEGEND 17 - Japanese Barberry 0 17-Barberry 17 - Sweet Pepperbush Herbaceous Cover Shall be Bluejoint Bio-filter shall be stabilized with sod. Shrubs are to be placed in rows of 3 to 4 plants: a 4- _ n it 4- Concrete Channel Channel Blanket/Matting Channel EC-2 Blanket/Matting shall be Model S'150 us manufactured by North American Green, or approved equal. EC-3 Blanket/Matting shall be Model C350 as manufactured by North American Green, or approved equal. r._...-.._................_....-_.........._...................._................._.................._......._............,....-............._...._..........._................................._.._....--...... ........................... 1 C' n r' : ,_i I i_il ,Is� �l)N VL.. t',i . �.i:_ ...� i, ,� v' «L.. I V4' t.........._...................._.......__..r................ .......-_._............ ....... r.... .......... ..... .... ........................ ,.._...... ........... ...._........................................ ....................................... -TYPE W D I LINING ( 1 �- SCC-1 0' 1' 1 VDUT EC--2 81anket/Matting SCC-2 ' 0' 1'. VDOT EC-2 Blanket/Matting I .................................._..._.._.....__............. ...................._............................. .._..'.. _..._._._........ .... .................... ............ ......... ........ ............._. i SCC-3 3' 0.5 Concrete j ._ . ....................... I SCC-4 2' 0.5 Concrete .................... f SCC-5 1 0' 1' ( VDOT EC--3 Blanket/Matting _.... _._ ..-- 7 Stormw_ater Conveyance � Channel Schedule S4 Not To Scale i c PC NOTES: 1. THE BIO-FILTER SHALL NOT BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER RESOURECES PERSONNEL. a, 2. THE SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE BIO-FILTER. 3. THE BIO-FILTER SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH 'FREES AS SHOWN ON PLAN.. co T 4. THE BIO-FILTER MIX MUST BE LUCK 810-FILTER MIX OR TESTED AND APPORVED EQUAL. co H 5. WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPROVE THI_ SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. a' 6, v FOR MORE INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. o o rn F--i QED W W JS rYR • �I ExIstin tructure Core -'-Dr ilL. _ ole for 6 CPP pipe - er !n 48 i :Bio-Filter #2 Detail 54 j Not To Scale fop of Bio--Filter CLEAN -OUT w x Elevation = 458.5 W/WATERTIGHT °-i �' w 0.5 CAP .z � �I W H CD o Bot'orn Elev = 457.5 co C12 MiLm- CO W 4" PERFORATED PVC o 6 CPP Outlet Pipe 6 PVC Cleanout PIPE @ 1% MIN, SLOPE �' o w/Watertight Cap - o i r4 V Retaining Wall Outlet Structure --- \ Refer To Detail 3/S4 :. 13ic---Filter....EmergencyI L................................... _. _... t .. �. _ ... _...... 149. � S illwa ..P.........Y............._ .............. _ .............. 450 Refef:..i� Qe#ail '4/S4 _. _... _.L ° 1. _.......ELEV=_4.4.8-6 ............. 450 ..... ........ .. . .... . .;� 2 :i ollar Anti Sc p 5 e 'X ... .... . ... . .................. €W-T t..............._................................. - 4) .............. ........ ;� _ ED 440 ... .. _ .. ......................... ....... ....... _ _ Inv=4400........ 440 ..... ...... ..... .....sj' ...... .... .... _ _. 18° RCP1 �:;941 .. _. .. .........:. ...... .... :......:. :.:.:..:.::....1 ThL e bottom of the Sediment Trap shall be at elevation 442.0. Refer to Detail on Erosion Plans. _ Stormwater Management Faciliy Detail -._..._..._...................._............_.-_._._..._._.....-.. -- -- ..... -- _ - _.........._..... - -- -.................................. _...... _.......................... - ......__....-.- ..... SCALES: 1" = 10' (fforz):l" = 10' (Vert) TOP OF SIDE SLOPE REGRADED BERM TO 3:1 (MAX) Emergency Sppillway ELEV=448.6 ELEV=449.5 _.c. ` ��---• _ ELEV=444.`,� -_ _ 50% SAND/30% TOPSOIL/ 20% LEAF MULCH Ei.- 4" 0. 0 , 4 ( SAND• 02 0. t -V 3 - ____ _� ASTM C33 FINE !_I_F.V=442 ORIGINAL SEDIMENT NDERDRAIN' GRAVEL BASIN SIDESLOPE (AASHTO M43, 1/2"-1") WRAPPED IN FILTER FABRIC PROVIDE PIPES ACROSS ENTIRE WIDTH EMOVE SILT AND AT 20 FT U.C.----- SEDIMENT AFTER FINAL STABILIZATION. REPLACE WITH LOAM OR GRANULAR EARTH FILL. Tnn nC DUMA Err! er;;;ency E.I_E V-=44 WILL€ WNut;iuKt PIPE Q 1% MIN, SLOPE (Refer To Detail) NOTES: 1. TIME Ij,O RETENTION BASIN IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO THE WATER F!i:':;OURECES PERSONNEL. 2, Fh ':'i,l' p/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL BEFORE INSTALLATION OF THE {!`✓°''ZE i'ENTIQN BASIN. 3, P I ss iO FILTER SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH TREES SHRUBS LISTED ON THE PLAN. 4. THt. :. `U--FILTER MIX MUST BE LUCK BIO-FILTER MIX OR TESTED AND APPORVED EQUAL. ;i, DUttl€;a. Ct)NSTRUCTION, WATER RESOURCES PERSONNEL MUST BE NOTIFIED TO INSPECT THE UNDERDRAIN INSTALLATION, APPR ,Vir THE SOIL MIX, AND APPROVE THE COMPLETED INSTALLATION. FOR. MG ;E INFORMATION PLEASE CALL WATER RESOURCES PERSONNEL AT (434) 296-5861. 4 :Bio Filter #I Detail S4 NOT TO SCALE Crest Elev=447.6 i- 2 Inv 445.8� Bc.-L or,; of Ntn iIter Elev 44 4.5 Bio-Filter /1 --� Refer To Detail Elev-=_ 4,-3.0 6' Diameter - Concrete Manhole 4" +Orifice Elev = 442.0 Inv=442.13 4" Perfora ed PVC Pipe - Slope = 1/4":l' Relocated 6' Dia. Manhole w/Pyramid Grate Pond Embankment 18" RCP Outlet -' 12" Depth `.� of VDOT 68 'k Inv = 4.40.8 NOTES: 1 9' Dia -I 1. 4" PVC drain ripe shall be connected to 4" orifice when Sediment Trap is in operation. See Detail 3/E1. 2. Bio-Filter drain pipe shall be connected to 4" orifice when Storrnwater Management Facility is in operation. See Detail 4/S4. 3. 6" orifices shall be capped when Sediment Trap is in operation. 4. 6" orifices shall be open when Storrnwater Management Facility is in operation. 3 0U.tlet Structure Detail ............-.---........................................................................................................................................ S4 N01' I'0 SCALE .y LTH OF Li �61 TIMOT Y R. MILLER CERTIFICATE No. 30542 8-03 FSS/O ENG\ NAL Revisions: NO: I DESCRIPTION I DATE a ao i 00 N N � O z O z V •o • o t� a- m -a o � q C)s td � a m rri o v� o o� o, 0 0 0 0 0 0 I� w � 0 © ' ! ' S Cd W w � Cd O hi r--a Cd V 0- Sheet No. 0 Q of Q