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SDP200100127 Plan - Approved 2002-07-12
� T T T � 804. 788. U986 iAx AT-.BEMARLE COUNTY, VIRGINIA --I www.bcwh.com JACK Jou ETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS W CHARLOTTE SVI LLE, VIRGIN IA cli o STATE PROJECT #2-95C Nv 2 m� O 2 U e 0 BCWH, Inc. APPROXIMATE 4 LOCA77ON SCHOOL BOARD PROPERTY LINES LEGEND JOUETT MIDDLE SCHOOL ®IPF IRON PIN FOUND (PROPOSED BUILDING ®iPs IRON PIN SET ADD1770N) GREER WELL ELEMENTARY PROJECT NUMBER: 2151 � ELECTRIC POLE PROPOSED p GUY WIRE PARKING ADDITION EXlS77NG TELEPHONE POLE O (� O. o TELEPHONE PEDESTAL \\\V co CLEANOUT O PROJECT MANAGER: 0 WATER METER KEC 14 WATER VALVE Q STORM MANHOLE sD SANITARY MANHOLE FIRE HYDRANT JEH/JwG � LIGHT POLE � DRAWN BY: -/7—EDGE OF PAVEMENT PREP EDGE OF GRAVEL SCHOOL T- EDGE OF CONCRETE LAMB'S LANE RrF 98es ISSUE DATE: —•••—CREEK DECEMBER 3, 2001 04 dv GAS VALVE oP° N OTES: BGN HMARK ENC���y1 1. APPROXIMATE LOCATION OF PROPERTY ®WELL o REVISIONS: GUARDRAIL LINES TAKEN FROM INFORMATION AJANUARY 7, 2002 ^^-�^ EDGE OF WOODS (COUNTY COMMENTS) PROVIDED BY J.K. TIMMONS, —0H E— OVERHEAD ELECTRIC —a~I T—OVERHEAD TELEPHONE ENGINEERS/SURVEYORS, RICHMOND, VA. &MARCH 6, 2002 -OH crv—OVERHEAD CABLE TV — � (COUNTY COMMENTS) —uc crv— UG CABLE TELEVISION &MAY 8, 2002 I —UG E—U ELECTRIC LINE (COUNTY COMMENTS) � —UG Fo—UG FIBER OPTIC LINE ALBEMARLE COUNTY HIGH SCHOOL &JUINE 10, 200Z —us c— UG GAS LINE —ss—UG SAN. SEWER LINE (COUNTY COMMENTS —UG T— UG TELEPHONE LINE —w— UG WATER LINE REVISIONS) �OP� & R 1 DEPARTMENT OF PLANNING AND COMMUNITY 3`4zDEVELOPMENT_ TABLE OF PLAN SHEETS DEPARTMENT OF ENGINEERING: vcSr-„ Snf!I �) 7llz/62 // DEPARTMENT OF ZONING: ,SKscrLn ShCa ar 4/l.Z-7�0 Z.-7/12JIDX .� . CLO COVER SHEET FIRE OFFICIAL: Z 1- o . LAYOUT LAN - rC MC1.1 OVERALL EXISTING CONDITIONS & SITEALBEMARLE COUNTY SERVICE AU774ORITY loe-le Go.1,a.h /lfs/dz �S 7Zf;tA2;� 300 150 0 300 600 C1.2 EXISTING CONDITIONS & DEMOLITION PLAN(NORTH)GRAPHIC SCALE IN FEET BUILDING OF WRGINIA DEPARTMENT OF HIGHWAYS AND TRANSPORTA770N: Wo c.i . r. IDNAI. C13 EXISTING CONDITIONS & DEMOLITION PLAN (SOUTHF { *y CIA SITE PLAN (NORTH) & STORM DRAIN PROFILE KEY PAN C1.5 SITE PLAN(SOUTH)SHEET TITLE: *ENGINEERING» SURVEYING)) PLANNING EXISTING BOUNDARY HURT AND COVER SHEET THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE C1.6 SITE UTILITIES PLAN (NORTH) P RO F F I TT LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY INCORPORATED UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE C1.7 SITE UTILITIES PLAN (SOUTH)CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITYLYNC LANGHORNE ROAD COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE LYNCHBURG VA 24501 PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY C1.8 LIGHTING CUT SHEET 800.242.4906 TOLL FREE SHEET NUMBER: DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE 434.847.7796 MAIN _ OF THE CONTRACTOR. C1.9 E&S DETAILS , 434.847.0047 FAX 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTORCl mo SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. C 1.10 SITE/UTILITY DETAI_�S 1 (— 111 �'7/12./o2 F T T T T EN�R al NOTES _ . _ . ;, ,, - _. _ - ---- ___ - - - , G __ ._ - _ v v . ` 4 �,� \.;` __ --. __, -_ .-' . __ .__ _�.._ -. �\1` --. __ _- e� `'� ti`.y� `.. °� St `, °t \ \ \ ! \ \ \ i, `a i t.\ i `.` ."`- ..-- _-..� �r i _ ' - 1. OWNER/DEVELOPER: 5,is - _.-_ __ ...__ \ "\ - i ,ti h , ,� _ -r- i ,,•-��c-, \.' \` ' \` ` \ ' ! \\ �. a t ^J 1�vrtl ,,_��,.tii� r{vC.�h�C�°®T '- :-„�-.Y- i .r.'` \ "• � -� . �\,a , , - �` __, ! v . V . \ \ N - � \ l 1 i � `t �'a d k t ,-� , " _w_- - - "�":• 4a, ¢ar O£ 3` - - - - -� THE COUNTY SCHOOL BOARD OF ALBEMARLE COUNTY, VIRGINIA de°'_ --�--- __.__ ,w ~-` s ~" y� - - - --<-_ _ __ _ __- • -- 401 McINTiRE ROAD s, _ �_-_-`___ - + y �•-- ., , ', \, ,\ \ _-, _ - !t VI LE VA 22901-4596 `'' � � - - _ _ _ , \ _ '`z� _l _ _ `'_ _ -� �_:;_ �`=7,_ i `Y 40' ��. ' CHARLOTTES L , _ � _ _ __ _ _ _ - `i ` " .. 'I <� �, s _ . ? i S2 4 ^. \ '` �`� r .j` •',y' _ y,__ -^L. _ .-_ �.._ Y r----`•.�--F _. �" _--_ — ".•i 4 y _f ...-"' lr '/ /X+�i 10}, .4 F_yn •` ('i y `vl r - _ _ _ I�+ C/0: MR. AL REASER _ _ __. _ _ ..-- ,.•„ ''.� ^„� \, "i,. ,-�=-. '-i'"` . ^�/(. ,,.f r ir` ` �Y' s t •e'"": ' f -'` .,,rr o ,i ` �,, •-' ,,.r '/, P .j, ; z `+'I h'' .r R u� t dc; \ �s '�\ \.,``� - __ `' ''-"` -�. »"f^ftc:�....-� •-, _�i`_ ,,� A�__ ,... ;� `%-�rS" R �' ....f' ,�'-a-`'ra .!�/` f !'�''B'-' �, ` t 'i , t \9 `\ PUB LIC SCHOOLS ��:� _ - - -. - ' - P't� ALBEMARLE C OUNTY 1" a /� \ - -a ,- sty T r . / J ! t , r W BUILDING SERVICES DEPARTMENT `�-" - _ `1 _ = ty ' \ -•,._ s'�,,,,. .r�-�� `C j.. �, y _ �' r,,.• ,,•�',a ,/ / +`'fC¢"Y .''r, f/. �� i / i ,'t f� s' 3 i VI ` j O '\< O --.. -.`�_ -,-y` ' y .+f f..- y '„ -^'ems s,�J _ _• r� y: ,,,..-' ,. l •,. -y y . ..� fi� ,d • % / / i rr �, i 9 vJ A 2751 HYDRAULIC ROAD ~� _ t _-.� _ ,,- : - '� - - " ` -- ' _ _ _ _ ._'; VHRGINIA 22901 .. _ - / ,'' <�� /'Y_1 r/ r �� - _ - CHARLOTTESVILLE, .� �` �.�� - ., _. - - _ _ _ - /lrs , ' F f tt \ �i ^w. `� A ., �\. _ "_yam. `.^-..� �`' _.y '"'�', "" A ! 'rs �: - ''•,,.•- '`.`.v': ,,, �' , s " �,°.•- ' - ... ''� y-' .,� �. "' ,.• ! ..d ' :� i✓ f ""Z. i � ( " - - ( i Q 7TH AND 8TH GRADE v v - _, , �� '�- w -� - ' = s "j - ' �` / 5 g _ ? NG /� ROPOSED USE: EDUCATION 6TH, �� ` `, ' �,� v _ -_ ' --- � � �',, ', -'� - ~ -�, - • � _- , - - - �' 2. E ti \ \ ,�4-. `-,_. \ % r / i �� a• f r r r -- l .,, r / / ' r 1 ` • y / / , ~I I r , _, ' .� OSED IMPROVEMENTS: 18000 SF. f BLDG. ADDITION, EXPANDED PARKING AREA, IMPROVE 535 \ , \ ., \ _ a � � -� -\ - _ _ ` ��,f / f r f ! - - r- - " _ a / %" / , , , j I t't PRQP _ _, \ \ \ \ j - - \ ,rr / / . / ,_ __ �,_-- _. F - t • �% ' ` '_ - ? / ' `1 } , 1 ( I ! I \ Pg1f 0 ` \ +.� '�. ,,� .,,_y "_-•a `'-. _ `^. �. rv� f /' c- -" i...! ...' F„ .r ,..G...._.-rS ` / J l i / i i j ) ( ( a STORM DRAINAGE. `�1 y -, f '- _ __ �� .. e �,�' -- d' ' =� --""-',` %� ,rl��^ c J ,' / _ . -'-- i 1 .. \ B V 5 y` ,ti 4 ` ^`.� ,, , \ �•-. 1 ' ^•-. , "-~ "` ,' %' ✓ / /y ° / f ✓ ✓• ..� /!� y . y r� y �,.+,..r'', / J `� �,I \ s, ,zl,• d ;' / 0 / / _ � �i J(" � � (( fJ I �� !\ �.,` � (�/ tr,1 o D D D o y "^ _ , \, \ �.• k \ / ! ! r'' 1 r l /° P / I• .:-.L"' r r,."' s ! / / ! t } j �. I {, " �, <1�j Z IS (�OC�Q� D WITHIN QM QO�p�G3D (�R®�C� TION OVERLAY DtSTRICTo \ . \ _ / / r - - f 1 by - -- - THIS SITE 0S ZONED RA AND \ _ - - _ _ _ c Q 3. :; s s f f / j` j i , I U"E— _ \ 'y 4 y LL p7"` _ _ / (' J O \, \- `� `b \.`, \ ` ` ` N. u' " '"' �` '^•- `` y- ,' �- - ! f '' / •' '� / '- s / / -�r / /' L.. „ - , .. �, �� �i r ✓ �. j j j I "' flfir E' _ e``' ``......_ . \ ` ! ARL COUNTY VA '�` _ - T ALBEM \ : \:\ \ - y _. t ` ^ `' - /' � lli �f ,r - - , �' � r j \. - u, _ - , ' ]- W �gQGiSTERtAL DISTRICT: JACK JOUETT DISTRIC , •,..,, ' 'i'-'` `- --�.., _-. _ F+ 4. ' `\ `•. ``�",.�,`` ~` �` °��.,Z y -�w'" "''`' =.-e"` tii .:3°a_. �.:. ''' .nj ✓ l' .r y� ,'SS'r' .f a/ ✓ ,/ /' / %,--" �,.' ! rr /• : l "' : �' �`\ i � `*� F� <t- ", `.. \, -1. • `•. - �-. _ _ � _,,_ .?'d^• - ' \, t \ `'-^r•` ` __. / Y `' / ✓ / f ',•� r "^1': s .ram �..r'�'//� / a F : '' °' % t e ~ \ U •E' --_._. } Q__ - •�. �'i e-`",,. \, `-.. y'" _ l•• r�_' F d / !;• .+fa �.,i� .,.P' _�,�Ma' ..a -- pr�r- / /' i "�` - __._ "" a5C \ .. y , O e - ._ � _ \ `,. a. i / / f j tis r : d Y y y r - i j / � j, -5u \ ' , h ALT F' Si2KfN; LO: i \ \ Z DARY INFORMATION BY O.R. RANDOLPH, ENGINEER, SEPTEMBER 24, 1946; TAKEN FROM :� , .= - / - _ _ BOU » » \. O t„ =.` ' \. �� �\. �.. �. Y - .:>i.. _ ` ~'�`"' ` \, `, �,,. / /, `, /_,<-�F„ Pr ✓mod f / `.'. ✓'"y y ` 'r f s ss y. ^�'f �' 's `` ✓ /, ` - / r3^ i j t ' _ IJi ? y ! ;� 'lt \ \ Q TITLED CHARLOTTESVILLE DISTRICT JUNIOR HIGH SCHOOL , PREPARED BY DAVIS AND ,, " �` '. , � .� - �^• ..;`- _ � - _ � r � `; � � -- �,�.- '/ , yy'"s' ,�s� e %� �� '- " - - �e�' f g / �� ,!'\ /� � � ± I � j } � � , � � \ `, \ PLANS \ ,.,..s�•. � ``\ \ -~ �� r 1,r"I r//✓/ I f - ,_- s' i `/ f, r 1 55 t INTOCK ARCHITECTS AND ENGINEER, DATED JULY 25, 1965. BOUNDARY LINE DELINEATION !; ,� \� `._- �` _ ., � �l, , .,,/ -, - , . --.'r_ f� /� -, I I f --- - ': '° M Ci a \ \ a / / / 1 ✓ r - �+ ! / ` , " 364 - i I I i I .., ` -- \ s / / C v,. v ,� l r' d i i ENGINEERS SURVEYORS RICHMOND VA.������ _ / / , /, / - /�� ✓, / ; ' y I i v �r TAKEN FROM INFORMATION SUPPLIED BY J.K. TIMMONS, / \ �'-. \ _ _ _ O \ •,,• ,,,�•\ ,��` �� „�\. "•--� • "` ,.�o .- �� ,,r ,,• ✓,,, p / d,' , -' .' a"` rf/ -� _---` e .�- v,� / •° f j''� r i / . ?^ ,✓ d ;' F -. .._ `-- -- ASS` I ('� j 1 _l,.-.-_ UG •• ,s....."` � \ AREk�o 216.691 A.C. (TOTAL SITE) _ _ �y I ' _ _ _ — - _ __ - _ _ _ 6. SITE h : - i ! a4� l r t {d;-_/ s t i ~r� t� / f s. h ,G �`` 7_ t S t1G E�ry 'St#� - - :�' w13�a l $ f 6 \ : - - �" e.f , ^ i / r r ry , r` j ' s ram' { 3` I' / -LG i -- 1 ~off i7 .i``- w-... ^``^ `„ -s T w _ ` -''r- !, ,4 �` " / i-' I / %/ r"..�%�" -I - '' `3 1 3� �" r .~'J .sf T'. f r I ,I yr' e }7 f7 '� �'56.2__ _. Sl ..�"^' .�._... O- �..' 1 "`'v `' i 0 IVANNA RESERVOIR WATERSHED. _ ` _ / J _ I r^ u THIS SITE IS LOCATEDD �Mii `THIN THE SOMA �OG3G� ,- � / d `°�,_ /' Y , �// - _ -._� \ �%o ;� /�_, //r !� ;�r I \ s J ✓ 5 t \ / 1 �1 j tii3—UritTi� F+D _ - �� C ' \ 1 \ `~ _ - _ _ 0. _ / ! Y r / r i / I - Cf U - = l7C Ei-` - - r �/ � 1� 7_ t f l / t /�\ O - may fr / f _ / / j a\ \ a t '` 4Y » - , ~ y.,-_. �..c,.- -,,. � `^-.,_�' ...�_ .� �l ✓ // / /"J�,) ! !,. �-'' ,••_•c"c,- _ / j ``"s / f 1...; / / f'l + 1j .,.-' r , .�.-\ z � \ ~`16---.� � i -_ '�.* t i i �[IMUM HEIGHT OF STRUCTURE5: 15 -4 AFF (MAX. ALLOWABLE 35) �. ^r.. '; ,.-. "` _ = _ __ __ �.� f ,.// / I _ ,,J + }� , Oo AX /' ^Wt r-.e,,., '"'i „M1 "_~- .%. `�.J ', //j r I` / sr. ..._. //i I r `e "1 I I ' •?,`' ; 7 I ' .✓ '�t \ � ''\ I �1'� r- i M 555 / ^--- __ -- /f d' i' /�_" 'r % I",� � l/� N, k d a ,� j f ' I/� i I i t g :. ! 9 }✓4 �1 G SETBACK REQUIREMENTS:,. _`y� �_' = _- - _: - -;-' '.s . r / f ,k _ _ / - I � ,, + I i + �1 �,� g. BUILDIN--�_ �=�� �, '. �r/ -'` ff 'v "�'`� ;' ' ���- I I �" I I I t •li I j I 4 t t SETBACK EXISTING PUBLIC ROADS; _ _ - _ 75 FRONT YARD .��� h.;� _:,;�.� = ��a. - ��` ,,,,� - --' /% l f' v pr f `' ` r ! t ; l r'' ` �t `�__ , I , ~='-` - - y_ " - - - � ram- AA \ ,,_'�`� r - - / - - j / f � i ' 25' FRONT YARD SETBACK, INTERNAL PUBLIC OR PRIVATE ROADS; ,/ _=": _.��'__- --__ / ' ; : 11 r _ 1. I I I I `� t 25' SIDE YARD SETBACK; AND 35' REAR YARD SETBACK. `' 1 ` - Y - - y - ti , _= P N 70 > I I / f" / SHARED G NOT 4j - 1 II 1 / d - , \`�� r- / �� t/ / s // i ✓ f COUNTED I TALS � i i 1 f f1 w�_ . r F J / / .. "I /f / +` / � NG CONDITIONS BASED ON TOPOGRAPHIC SURVEY o V4URT & PROFFITT DATED OoC��o �001.' I I ' j r _ r / S s' 1 t i 10 EXIST) �' A / j s t r_ �,"� /° i '' ` i i I I # f " �J t.' �, ', 11 I I, iJ I ! �p y �� / I r .••,. E , ._ 1 h_r,»a' 3 I ' ,1,: ' o\ F h . f r _.. _. � 1 I • I i r 4 t ! / } I� -_ti-- ' i 1 f F ! � /I I i � 1 � � / t / pPOSED BUILDING ADDITION F.F. ELEV. TO MATCH EXISTING BLDG. ELEV. BUILDING ADDITION PLANS ! ! . - _ ` _ I ! -_ _ __ __ E PROVIDED BY BCWH ARCHITECTS (f;CFER TO SHEET C1.4). ___- _ __ �� j(( TO 13 f c, f--� ?; �,..- ---" _ 1` ( , , . p tip\ i i i i i i . I I J i i /( i r } i - ' i � } V I p i i p! / F /• , 1- / it I f t' BE EXTENDED FROM EXISTING BUILDING. - / r/ 11 '�! -- - 4 ? I i I } I ; x , OMESTIC WATER SERVICE TO ( j /( j �� I I i I i sx `- , ._. 1 i P r �� it ti /� `� f �I 12. D f/ ! !t / r 1 i �N PRO�PvOa.SED t =SWRY f - If I i f-, � i, I t I # f y ! J A gy p' D D D t` i 11 / I i tf/a.+n,�v%l� + J J{ I j --^'r I ! ! ! , �a { ^,� i �' c-'�: +.�'" I• 13. NO � 3LEAM oUC�FER REQUIRED PER ALBEMARLE COUNTY WATER RESOURCE OFFICE. / i4 1 � / r�,oa0-SF& � _ �"" f i 15 EXISTIN _SPACES- f I t /+` . ASPRAIS TENNIS GCURT I� (MATCH D�1S7NVG) / // / l I / ( " 1 i s „% } f } i 1 14. EXISTING DRIVE IS NOT STATE MAINTAINED, PER VDOT' CHARLOTTESVILLE RESIDENCY. e/' -F f0� 1 r' f 1 i f 1� ; 4 j �. %5 -,- r4', y x 1 i 1+ 1 I R TO PREVIOUS MIDDLE SCHOOL SITE PLQ� [BY I�aNGLC�o ' / �` _ 11 AO10171V£ 1 + f h i i a- �a a 9 1 i 15. REFE r /i „ -`` '� I pONALD, &OVERMAN. DATE UNKNOWN. � s j - I � } ASPHALT- i 1 a+ : y SO' , '4 i 3 I ? \ ,r - A x�1� : �~ } \ , I i 4 \ FF MZ� - 1. : \ m 13 EXISTING SPACES T F � � }R, . €; 1 t I �, 1 I 1 1 ;, I I MC I ( .. o'` // r� !f f/ r ` , STUB 'OR i 19 ' \ 1 t I A i } I I , �0 PREVIOUS PREP. SCHOOL SITE PLAN BY J.K. TIMMONS. t _ 16. RE FER / f ` ss�>!o �$ Q o V , i `} e I I I i 1 a ; ) `_, 1 4 I f f` / ` �� � 1 f � I �yTe"'w" ��� FORTH QMERICAN VERTICAL DATUM. 1f. I �VATIONSS CASED ON 1968 � \ I ',f 1, � << < / t r I � ' I i i I ' � � � 44 i 7 _� € S ' j q, I i 7 j r E / '{ I= (t 1 f y r: y I 51 UQ t f/ i �- I \ !• s j i I i atl I , t} 17. - x / - � h I � - PRawos>' D c " _ - �` � � _ _ UG F __ _ _ ji t� j I I I ,_ 1 C6,; i I I 1 MAP PARCEL NO. 06000�00-00-078A--- �__ _ �`"`-- f " 18. TAX x- v r ;� . I i 7 Z- __ _-_-_ i ;.• I a 11 y OU7DOOR slcr� �\ S1cNS N0 PARK / s+ck . - � x I STOP a HG A "".`- ---_ . STORAt E "3" i `� R 1 I j f �j I i ,. I I I I I I 1 j / _== .� )S ` C.USSROONI %` ? _ -.� ,,, l/ I ) i 1 I ! I I k ? °-- tad _ yl� fir ! ` �; "- =- r.�07 FJf s f } :, `,[�oALL SCHOOL PROPERTY IS...-WiTFiIN COUNTY ENTRANCE CORRIDOR OVERLAY Y s r �..._� ---= .�__� c - �:, •-,I', t , :�• I o `?`�' -_ s• ` t- I i I I d 19. OVGF� ram,`~".`" i 4 t �~ - _ ---�" L+I-��"' `bps. ; $&f _� f J 4 y r� I j I } } �y S t I TRICT. SITE IS GREATER'`THAN 500 FROM THE ENTRANCE CORRIDOR �_ J h� _ �, + i 1 t �s DIS .4 � /� ,IG �, _ t HYDRAULIC ROAD) ANO IS NOT VISIBLE. '+y.`„;- i `mac s _ -` /, 3 l 7ERNAL PUBUCi ROAD _` aCp r v� �.,-. I\ I ` i (n f I I 1 ( / �Z �s� I o/� �' pa+ 0__ +\ \ i i I I I- I I I t I I �qtl �.�-' \ 11.7' _ a ',� 1 / - \ i \ '� li `,f \ \ I I } I I 11 i i I WATER AND SANITARY SEWER IMPROVEMENTS ARE TO BE ACCORDING TO THE LATEST r ` ; ° '' `'` 11., d i I f i � St ;, # i f \ ; i } j I I 20. ALL ,� O/ / + } /, to j , °� I I �, I I i I I I I STDS• &SPECS. OF THE ALBEMARLE COUNTY SERVICE AUTHORITY (REFER TO SHEETS C1.�n C�ilo3) i /,'" �� �,� - 1 ° . .,, '' v., ``��•�� - I, ` 'I i �, I, I I i (! I /" ! I Ast:-- P Av' ArF.n �g �� A SITE -' / eao s� i 11 I _- S.,' I \ ` ( i t s 4 i 1+ I ; k SED EXTERIOR LIGHTING LOCATION IS SHOWN APPROXIMATE. FIN L t'�� l a ,��. `a' 21. PROPO f I SHOW ACCURATE LOCATION. ALL LIGHTING WILL COMPLY WITH-1 + f �' E W ! ;r �t;��F%f ''i r`' `''� `r Y �. - o I {{ Pi AN WILL ASFeA� F?��il 0 - ° � f � t � �v 1 �� o, ` 1 � ;� � ' � � l � }. s i � ' i j � A LBEMARLE COUNTY ZONING ORDiNANCLE (REFER TO SHEETS C1.4, C1.5). i' i /�� � i } r I i i � � � , �w%' j / 1 6 -�...__..__� }� 1, f� 1 • ` �� � ` � y_ . �` l s } t + I 1 � ! � I � j / /I`/ ���LECTICN WILL CONTINUE AS PRESENT, NO CHANGE. 1�j� ° I 1 o x + t ' ' 22: REFUSE / I "� f,% ! ! / / t \ \ t + 1 } I + i 1 / i i ti �- I` R('QS€D LANDSCAPING WILL COMPLY WITH G�LB€MARLS COUNTY ZONING t3RBINAf�iE �RI=FER ' f} ; .i SHED /' o'l �/ I �``� '� \ ' h I ; I t I / 23. P f / /� �' vv ' ,: _� `v' t } vi sv }v } �� I} ;� t // TO SHEETS C1.4, C1.5). / /k \ ° ` r H OUTDOOR LUMINAIRE SHALL BE EQUIPPED WITH A LAMG� WHICH EMITS 3. 000 OR -V r ` ASPHALT PLAY AREA -�_ t--- % i ;` ;mil g r/. ' I } ; t F i} i t ,- f 24. EAC f t - �: E INITIAL LUMENS, SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE'ARRANGED OR� / 1 --- --�__ / , \ r > j /� ,/ / •i a _ SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM , / , > ri o � r t s1 t t \ \ } j I i l f,: f : / I // . - # 'k? L\ rI \\ `, ,� i. A V °� \• A\\ \+y fie" '' �/ ADJACENT ROADS. ANY SPILLOVER OF LIGHTING FROM OUTDOOR LUMINARIES ONTO PUBLIC ` 1 1 I �[f ' / I - f i I f /,i \ I \ � \ ti \ `r .... ,.: ,,�� i SAND PROPERTY IN RESIDENTIAL OR RURAL AREAS -ZONING"DISTRICTS SHALL NOT EXCEEE _ /' ' 1 / / 1 /I � I { I ` `� �t ;- ` < �,°\ \ % ROAD , ,, I I . I I' \\ / �*_ \ ',,>_.�•� \\ a\ > \\ �\ � 1\ \\ �e f; � ONE-HALF (1 /2) FOOT CANDLE (REFER TO SHEETS C1.4, C1.5). PHOTOMETRIC PLAN &LIGHTING t r/ I / 11 j j DETAILS 1 LL FI\�',L'u E'�' WHITESCARVER, HURU, & OBENCHAIN INC. (W.H.O.), ENGINEERS. i -' __ i \\\\`��\\\moo c� i ! -r\P TO r'0(_lrr)It,JA-7 +.rnT1.-' r'''!,!rR t-(aR �rl:!Ot,iAL OF 3 MOBILE CLASSROOM UNITS"/ ;' t 1 1 A 6 BIKE �i i I/! r? \ r e V A \\ _ 25'�` SERVING tOFaLL CL/'FcOOMS TO BE REMOVED OR ABANLt01D. �� I !� } l AP�Rc xIMA r ALL 11NDi . .. __ , ! �� /r t i ` \ \ t_OCA?iOh t7F FEi E — r' / } z j i f I ! I / AROUND TIENNIS COURTS. C01 TRACTOR t t I "� I I \ ` - REMOVE AND STORE CHAIN LINK FENCE \ \ \ ,, \.�� . CONTRACTOR TO a� '�-� , vv �'` �' ���� `v ,,� `., ti v `` 3 26 RESPONSIBLE FOR REPAIRING BASKETBALL COURT AND �NNIS COURT AREAS IF DISTURBED ' I ' F \ SHALL BE � � ! t i ,' 1- r I ' \ { � .\ , " ' � \ DURING CONSTRUCTION. /r r - `_ i �.'s / ° R ` ` ' ff`�' 1 -� .. I I t I i '. LE COUNTY HASPGRANTED APPROVAL TO GRADE IN CRITICAL AREA AS SHOWN ON PLANS � �{ s �--`�- -•-- I j I \ 27. ALBEM AR .: URING PLANNING COMISSIO MEETING ON FEBRUARY 19, 2002. -ft I t ��t � � y I ` � } � � � �` � ;� , i ; i JACK JOUETT MIDDLE SCHOOL I I /./ i I In 5 ' ;� NC Mw M�LO� �OMPgNIES FOR LOCATION Oki ALL I I 210 LAMes LANE I / I I' } ': s ��/'`'` 28 CONTRACTOR RESPONSIBLE FOR I COORDINATi i + I ( a I i i 1 STORY BRICK BUILDING * i z! J 4' 1 i P u � c�,`� `'\ I �1: UTILITIES. k f I I 1 p I FINISHED FLOOR ELEVATION=563.10+ � __�� € I------�-a. - ,_I' � � � i� �� f/ } r "` !` 11 i , NOMINAL BUILDING HEIGHT=575.1` * ! e' • _ 4 A'��} " I Ce 1C i i C C �;AU ') � � '?ram i 4 _ _ R GP'.i� fRjf. s/ EET C1.10 FOR ALBEMARLE CO. CONSERVATION PLAN NOTES. /'' :,�' 1 -' MAXIMUM BUILDING HEICHr=566.5' °' -- -' -- - 29. SEE SH ��< +y ' 3 # p .Y I !` :, -, I f I ',�, �sj \ �~ \ �' ��cR/ I jr C i i �) f i ji `-_- % �SGv \ `; i�?$ .-..... iR 'ff ib /Y.nr !�.•,r 0 R. it 1 ""� _`F`j--•-_•_, Jcvt I g + ,' ,A\ , .11 r'�~"'t11 -- .--"' `+ "�. o g? `'� `�"<r,4` iin �� �... - F Ik I _"_ c--, 9.5' Y -r ^_....-,,. I'I l i C i ` r " } �r.>._.. \ ,y� �`fJ 1 r aAI3hTA#T r a �FE F } !+ } s i i © LEA v' ; tpi ':.TGY F' 562 2 ' 1 FOUND;' f' ! ' ti :C�r.v "`_ `;� +; x d�'/ N` f�- y �_� �. OIPF IRON PIN -1 `r `\ z� - ." it \ _ ? ,' ; mot., �- T lMITS OF N SE :. - APPROXIMA TE L --- _ _ -7 - - - c IPs IRON Pt — _ . ,r r I,u '" t �' -I� I + 1 j' r' a i , / o \ + - ` M/DOLE SCHOOL AREA' t,\,r _. , I t; i y I 3 �I ; I f` WELL 4-i _ i N � , ' a I' - I _� + _ POLE _ _ iF.. zJ - f l"a i Is ELECTRIC A- , -- . �� FT 'A� v - s " c� I I ." ;I �f tr> / I _ E � �I' _ ~ ,'l/ ,� -� GUY iMR + ~ , a I �• t o r _� r L � _+3 1 -- 1 _ fir= I I ``' ' ,'' ,f ,X • t POLE s Tz1 - - - _ I _ t� HONE 3 \.. �� ,1 4 �t' _, i '° :`, Q TELEP ` - _ __ Ins .col __ >- � r ' Y. _m ONE PEDESTAL m - .tio :% s1 _' _. „� I/ s. ❑ TELEPH r`+ _..9 `: RAMS Ks - y I - - . /' l ,9f , Y. o F 0C�51 PND 8 �' s (r f 3 g ,' - j' I/ f' i CO t 6� 9 h 4 NCE EpK� o I? i, a ✓ �'` Tom; t ff / f' ,/ a\ METER o� cO j a p ,�I \ �1 I �- i 11 i I ' / �'� ® WATER q 4y �,l `1 }E\GH j Y I _ f I_ _ 13 - `; i /' / ,'t 1M, WATER VA - \ / I' N ti -a - \ . ' s I d / \�, �, STORM MANHOLE ii J I :_ 1 I � // x f y/; ////,%1t; / \. ' r, '�" '`., fie I ( ID ., .! :d { 4'. �' ` . j/ d a QS SANITARY MANHOLE r- `� r �l ! , � f 1 I / ✓/` ;' /` / 'v, b' FIRE HYDRANT, v v v x f + ��v��f + ! /� ���.. �"�`� �� _ j ,t POLE ' I , ..: i yU . ' ''.1- i f / ///' f. ;4: 't+,A JCx LIGHT r ^` l: Y : 7< _ �O {f.f EXISTING CROSS- _` a . a _ ., o �Ki f,/ ✓i .W'llr EDGE OF _;> -�- ' ;� ly / _,', - PAVEMENT ,, a [ 0 ` - ---- is / e } o0000000000000a ooao-o i R m �.z:, GRAVEL � - , . L� �c try � i wA ~' ...-~� i OF EDGE. _ o / �f, CONCRETE - - E. �. \- f . 0 . { K - REE �. I 7, °° VALVE re r "'� g,.. i � /' / F,, i,� i -, GAS r J . :r '� _� > ,%` &s ARK o x A' ;, ,� , _ I y/ BENCHM +' ' -- F � x jr �� , /- - ;, -v- SIGN S �� �`� O `� ���* I V P ' I aS �� If / �i q1 WELL1 � - _. � '•� ��� „i�, ��.W..a.. � i � I i � ff i @, »,•? �` i'�'� F'� w`=� ' s� � ° `�`� GUARDRAIL ) ! / ., \� �.�, EDGE WOODS lk ' AD ELECTRIC�� ggE� ^� \ OH E— OVERHE �: l �' 1 I r '' / % / / spa % \; TELEPHONE . , + /( \ —oH T— OVERHEAD ` 5 _ o r. �._y� 4a -eaf ' ' = '`z / ,'/ jts f` EXISTING IMPERVOUS �', , -oH cTv-OVERHEAD CABLE TV _ - . I �' i / y _� t . , / ;? ' I BUILDINGS: 83,837 S.F. 1.92 Ac. (23.3x) ;` -uG cTv— U G CABLE TELEVISION I K __y I I : ti t / / PAVEMENT/ CTRIC LINE UG E— UG ELE ` _v �� �. , 1 t 'I 1 i ,y i t f t pfi. - i `� /I ��� CONCRETE: 153,814 S.F. 3.53 Ac. (42.87G) nrp OPTIC LINE _ I�t7 i�ri� i �= ,// � � �{\ -UG FO- U G FIBER : / �. I a a- Fs ��.' \ -, 1 i 2AFFIC I r —uc c—UG GAS , �fi � 't ' v ! I Esc', ! � -/ v� / TOTAL: 237,W S.F. 5.46 Ac. (66.1�) �! LINE :� I ,,, r —ss—UG SAN. SEWER LINE ` `�` ' ! ` `Z ii' i 1 'I �'�° / /'' ✓' �`�, PROPOSED IMPERVIOUS \�\i -UG T—UG TELEPHONE LINE M I BUILDING. 2 S.F. 0.4s Ac. (.56 ) / /'os I �> I I ,v ,� �� � vv � 0 000 5 'P —w—UG WATER L NE e t \ C 1 i 1 f/e 1\ ,4\ \\ �a' JCARVER, HURD & :ti t , \�. - ` W.H.O. - ` < , h / € `r R i pc,> { 1 �_.", =` / - ,,- !r PAVEMENT/ o o \\\ ��.�%A/N, lNC i '. ' d / & ��dd - e•\ CONCRETE• 12,242 S.F. 0 20 Ac . (3.41 %) \\ f g q + �� , \ l/�e"" . ,v \. �� I� x i+ti i 1 `s% `^� �\ t t ° 1 , VA;��4 � � �r 1 F� � of^� � 0 �o�° %� � t \v j j I 1 '� t J. / I to , ,, ,� / , hill.- � TOTAL: �32,242 S.F. 0o 74 ace Q � \\ , \ \ ''y h l /, Ar-. .y _`t;' - - � i .r '�, STEP 1;i �=`� tom%"' ,. \ ti dd t \^ V �` /r \ , `act 'y. g, ax d �Y ^ l . r ._ .r'"" 1 f r yyt7 y .. �.� ; t , I ///� :, 1 I / t' k f V d „ 1 �' -G____� ,` 555 - � �' �, _ /tea" G l � v ' e > 14 ti i..:jg f 4 \ \�. e, �\ -EXISTING �Q�T " ' � ' SEE NOTE 16 t 1 ,yG ✓ v . :554 r --_ PATH (TO REMAIN) ✓ 1, �a I� - / \ \l'• 1 ; \ ` __ _ - -^... a°✓ ! `/ JP4 ELF _ _ >,� ��I X •_ _ i nL-E, ,C3NE s 1/DA-!-A (FIBER OP t C Its 2 4' COINI �UI'�) / `' ` ' s __- _ `. / ,,\ "7 /\ .- EX. INVERT OUT=553.2 THE ENGINEER A!A/OR SURVEYOR TAKES NO RESPONSIBILITY, `FOR THE,, v---._f--'__ \ � (DRAINS TO PREP LOCATION OR A�tACY OF THE UTILITIES AS SHOWN HEREON ,..OR MANY -, / \\ ,._ , RG4",ttnTE � G�- 3 WD SCHOOL BMP BASIN) PROJECT THAT MAY NOT BE SHOWN 'HEREON-�, THE f ` 11Er� R-16 ! UTILITIES WITN�1 � _--_.. _..__ sly � 6LOSU5 rr;�r�-.� o=ra<-�i;:�--�. CONTRACTOR SHJ1111- BE RESPONSIBLE FOR CONTACTING THE VJTIL. TY; A� ;�sx. LwA v' 117% `O ��T -« `"E� IF ANY UTILITIES EXIST WITHIN THE AREA' OF TEE' p��} \ COMPANIES TO Sidi F,= a Tt7\; PROJECT BEFORE :lINY CONSTRUCTION BEGINS. ANY COST INCURRED BY. - ' TY WITHIN THE PROJECT SHALL BE AT THE �EXP,ENSE ",, �4� - 1 `'� ` __- '°F - ` DAMAGING ANY UA.1 ` _ OF THE CONTRACIW• ' v `�� � -° c, �� 'V • ' , A t\ 48 WORKING HOUfIS PRIOR TO STARTING THE WORK, THE CONTRACTOR,,, ' .l`, ,, j ` d _ -� -� -`--- \, SHALL CALL C►MSS UTILITY AT 1-800-552-7001 AND ADVISE THE-, NATUR \4-> �^� 'i -_ _e- � ", -AND LOCATION OF THE WORK. _ \s 1� 1O s s,"alTa cAI�Ia ="� ,/' \\ TOTAL AREA \'. I \_ -''` -`cow' 2 ��, - �; E �<, 1' �. \/ �� \` f \�_ IMPERVIOUS: 269,09�3 S.F. 3.20 Ac. Q77�o�%) � -. r t WEA! A \ _.3= �� 1 f VEP,T= 55T.9 j �. 1 `' CA\o / Y ( \ TOP 50"2.7 ' E 7F n • r \i 11 h` \ , i� ti l 1t \ 1LI 1 I c 4 i7.5 nFtP'+ ._�: ��':._ e APPRO . I jra' ;;��• ,, �359 529 S.F. �.2� Gay. Qd\PPROXIMATE) f <p �.cr, ?_ _ f __ a r eOl- • r \it, E. f , \ �, t 4 ;f '' r APPROXIMA 7E LIMITS OF ` �fOTAL: o\i - , - ___ _ _. _ SS _-___ �� _' MIDDLE SCHOOL AREA _-_ ' � a P�rli Z i_rJC. y - T N`� '` r. 1 N E:X!S7NG P C i Pump STATION ` 1\ \ a �" Rd3C}� ORAi3I feI'PnOX. LOC. 55 LICE ! 4iP fV=5E5.8 1 ry ` - s� - > C r OND_S r ewe d I 4� I ----- �__ 3 ?, PE i'OnCt �AAIN T R€.4S RAP �P�! i' S1ATtON ,i a' P / ,. e. �x. \� �- ` a ORlVE TO BE DEDlCA7ID BY OWNER __ __... � ' _ _`�` -. _._ �. - 11 I . 1. > i,' _ ?ti' b�A7E1sf�;eE E S �.f at _° - 4./ z \: ._: �_� I �v, - r rr- t_v -per _ _.. ' /!// 1� ` rfi` — ' �- j �Q Rl�ING ii�� Teo 1 30 15 0 30 60 GRAPHIC SCALE IN FEET I EXISTING SPACES: ADDITIONAL SPACES: (52 PROPOSED SPACES - 19 REMOVED EXISTING SPACES) fiOTA� pG�OPOSED SPACES: REQUIRED SPACES: 1 SPACE/11 STUDENTS (750 STUDENTS) 47 SPACES �3� �pQOC�� 600 SPAC ES PROMODED 68 SPACES REQUIRED 1 �E MSO[� �RFUZE DD 5U0fEYING DD p�0J0V5 � LN � LJ U � aQ�RPORAiiC�D 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAI N 434.847.0047 FAX ARCHITECTURE INTERIORS PLANNING CONSULTING 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 wmlc 804. 788. 0986 FAx --1 www. bewh. core JACK 0OO UETT MIDDLE �(L1�0000 L ADDITION & f�f NOV TIONS ALBEMARLL COUNTY PUBLIC SCHOOLF GNARL oOT ESV OCR, VIRGINIA STATE PROJECT #2-95C 0 BCWH, Inc. Iloterlat Included herein is cowred by a0pyrlph U: of this Sark in Mole or In port Is forbldden e1<hout thr e,¢ressM er ltten consent of bm. Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: ,IF" ISSUE DATE: DECEMBER 3, 2001 REV IS IONS: AJANUARY 7, 2002 �cn NTX of""F UOD 20 MARCH 6, 200� (COUNTY COMMENTS) A MAY 8, 2002 (CO"NTY C(Dww1EM'TS) :0- o TfI Q �'�F;L N E. Vfif{L.li�1F. : ,( 1 L �l ;c le Zx,,6' KEY PLAN SHEET TITLE: OVERALL EXISTING CONDITIONS AND SITE ° YOUT PLAN SHEET NUMBER: o-F I0 I I I I I - \ -.,<-�\L�,``` `• \,� '` _ _ _ f \ '. -"i•.{ / `a,\•,.,ti•\ ti i \ \ /'��.C�, •, �, i ! l 1 iy \_--- "♦'y ,'Y tY. I EP \ V N 1= L •� E"+1A, 7" '\,'' \ j' ` - - l- _ `\ `°�..•.._ .� .,sN�\.. \ ` ,` 1. �',iy `` t ,` t� t. 4 ' , '---_. 11.E �'1. 2043, r V 1 1 I 515 -\ - -- - 1 ��� \ ) i \ ` t� k j ` t ` ` i�'ia 0643) \\ N. t` \ \''k. e / .520 ti L - , \ "`� \ •~\ _ "'-• ry! .,•.�__` `'- .\ f � - - - ._ - � '"`/ f �•i.'� _,`s s.r^ y, f. 1, ` / I,,.- `!' `'`�- ' �` / % i % , / •'/ � � t 1 1 1 , tfi 1 111 5 \ '\ \\ \ \tip e y �. - - , r -----i'i �_- s ! / si A / ,2 -- t�,� INN. \. \ `� \ ,-- ,i ,-.,.``^ 'a. ,- .- - r'' i •'�✓' -'•"'.` y `/ J / / �% .� f �' i /} 1 i tit (,\ 52,15 r° IN NN S \ \ - - ` ` \\ .� \ ~'\ .7^"_� '-... ,_ ``. " ._ a `-- - 1 i _ "--. ` ,,,- •%, j �,. %`"-['�' j _f' J / .' % f ...-- '' �, r.r "f '' i -'° j f /• �'' / f f + ems..- 1 .% ' ,' - - ` `" \ ` '`• \ ,s `,,, ``'`.ti '-_ '" ..-, "'- \ -- ._ .~.-d '` .`^ a_ -\ \. \ - � / ./ ` -'` / f' f' r{Y r'`.-- _-'-"'yy--_' d,.., ". - "'-- ,; -'" ' .,..- ;,� ,,.- 'J ,' / / ,.,' r' r' f � � f 1 // � � r,`' \'` \ i , { � � ~ - `\•�.._ ` -e ``..--,. � _- ,f -"_ r �� -•- .--{'�,�• -� LI 40 \ \ \ r` / tJ A I % / % O WGI ,, ,.e I., '" \ � ' f .r ' / / r f '/ / / : / ' r r y ✓ / s / / / / ✓ � � 1 I( \ \ \\ / 'r '/' j / ! '' / E I f _ /f / 1 UG E __-558 YNN / F s = i J �, \ CIO o i \ NN \ y{ \ \ \ / // s / i \ `r� f / f / / /r., fl j s s A s f J `tic \ \ / / / / / L}C' !: ' -- 56Q \ 55 ASPHALT PA E ` INN, 9-' PARKING 1.OT NN NI `, \ \ "- ' '`- / f / f - / / i' '' y J = t-' -'"/ .i /,o %Jirf j / � � � i � .•, �. NI NN '' -' / '' . Y -Z/MI TS-.-OF D/STWBANCE AO WIRE`�SUPPOR \ IN,L / / �SIL"TrFENCE- SHALL BE'lN THE SAME LOCAT7011/ /i f ��: / - AND-- CAN BE_ COMBINED --WITH E SAFETY FENCE. f / LAW73 �i E - \ - ---.- �-- \ L -- t 0 r- I C % `�6 ` --_ G -561-- s -56 -- G ---E NG�15" RCP STORM ' vG F ' f vt� �.- `_ E REMOVED ��_ �� - -FO - y - L f /AAy;�\\^�/ n� �i �f F Q - - -- -� t 7�^ U G i\f]+[ A' ,,/ '\.• \ `'. 1,.` / M1_ •"_ y "'.+. ' y l `... 1 a.'•." _-- ._ -. .r % / iY / ! f �J' /l _ f / [ [�f Cib~ '%f ` -- '✓ '' `�'�-- LPG ` \. e , 555 � -� cy � SAW T SIDEWALK _._ -.-- 4 LOCUST l � 22 1 l 16" SxCA r RE { " j (TBR) �' 113 L.Ff fj EXlS77Nf; SIDEWALK 1 _ 16 PINE ASH- TBR) TO BE R OVED AND REPLACED SHARED PARKING NOT /. "`"OAK v�� a'� _ � PINE � 16» PANE °� / � (REF,ER � SHEET C1.4) COUNTED IN TOTALS r- I f r f 1 OF TBR TEL PER TBR TI3R / / A2s _ _ -- (` ) f J Fo `\ ASPHALT ° t PARKING LOT 1 ( 2 wmsni�/IC7xwl oy on ` -- n r 1c, F \ UG F. .. 1 �- _ E OF t / f i ALL UNDERGROUND ' _ - oa MAPLE r I U 77L/ TIES WITHIN THIS 1 � j �' _ --- - TBR ...-- � . f PROXIMITY TO BE >� 0 J RELOCA / / I I i 7E•D � <, f ASPHALT TENNIS COURTOl O 15 EXISTING SP CONTRACTOR TO ` I r.0 y 1 i _-SPACES REMOI/E & STORE ' y 1i < <y �'1 . 1 , " ' `�' LL UNDERGROUND -- ` f {„ 1 CHAIN LINK FENCE � p ` _' '' ' . 77L177ES WITHIN THIS DURING CONS7RUC N �-` 1 ROXIMITy TO -BE-" y �,� -' i ( O i' .. 1 + + AND PR07E`CT TENRIS V) RELOCATED / COURT PAVEMENT j O a ' ASPHALT P j Af2K1NG LOT €�.. i -� J.- .- .-•- -�O cy / \ 13 EXISTING SPACES 0 STUB OR I - \ A\ f` Ix r' f• ) v d GAS L N p 3 - EXISTINGl- f 1• . ' ' UG G UG G {TEL PED ON J T--- U G U� CONC PAD j STO r JG G UE O TBR �\ (TBR) 1 -G '_ U E"A 'k O - (TBR) \ / STOP: e ` -` UG E j p QC . - LIG E -� �0 ` = r - SIGN ' \ \ SIGNS NO PARK r ORM NE "S' C� 'EILD b'� - -_ - -_ _ �} UG E 0 t - - v� } I N --- - r• _ Ji slcN 1 1 1 UG f c �f UG c --_ - %;t� / NO DOG-, r APPROXIMATE LOCATION ssr ti r`<v4c tl j UG G �G < `:' < ,r SIGN /t OF PAVEMENT SAWCUT - i © ` a o� �, '� . 1 R '' r- ,r � ; .� ,� , ,. � . ' • "EXISM77NG 6 �Y � � � � � d �-A , SAWCUT r --�0 DOWNSPOUT TO BE f REMOVED AND RELOCA TED / SIDEWALK ASPHALT PLAY AREA j l - o�Fti- (REFER TO C1.4). ' O NO PARK }r ! J j i%: a.�O. ,C� i SIGN j� i SANITARY MANHOLE \ , TOP ELEV=562.0 INVERT IN=559.9 ` \ 4 V AP�?f�OX/MA TE LOCA 77ON ' INVERT OUT=559.9 OE(''IEXISR7NG STORM i' 6„ CLAY PIPE. CONTRACTOR TO ■ ,� ` 1 f. CONFIRM LOCA77ON AND ■ ' ' r ELEVATION A T POINT OF MANHOLE TO SHED ! BE. PEMOVED PROPOSED INLET. / f AS'r6r.LT SAF PLAY AREA _ - ' 0 `A / q f` / f ' r ! p \ b ' �� `-r WXIS77A G 6 LA Y SANI TAk y \ I J l h SEWERj LIN O BE REMOVED \ , I j 1 r c� 1 ` J BIKE RACKf� - t a r TP iv REMOI{'E CONC. SIDEW4 K + ' 79.5' �6" CLA RE 0VE HRUB FOR REPL.A NG AFTER NEW SAN. I 1 1 JACK JOUETT MIDDLE SCHOOL l R I INSTALLtD. S INAREA WHERE , 1 I 210 LAMBS LANE PL NT I PRO7ECiED FR URTHER DAMAGE. \ 1 J 1 STORY BRICK BUILDING ;� f \ 1 - FINISHED FLOOR ELEVATION=563.10' _ '� � E GAF lGN ANl3I STORES F REUSE AFTER `. NOMINAL BUILDING HEIGHT=575.1' s SA 1T�1 SEWER WORK IJA a 4„ rL �.-Y I o i i coNC WALK MAXIMUM BUILDING HEIGHT=586.5' ` I 710 XlS77N p CONC WALK FLAGPOLE f i c p 1 MAILBOX MA E TO 1 f °ti N SR4 SIGN 4 7 -ss IEIVCIMAt4-.ROLE P,gND CAP DESIGNATED, rl _ s.5' T DJ fi� SOUTH OF FLA''�C1L L E. II \ r MATCI•lLINE (SEE C1.3) f 1 ! F; rA T/n /=56') 7' !"A .4 Ian EXfST!NG STORM SE'AER PIPING EXISTING STORM SEWER STRUCTURES - THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. STRUCTURE NUMBER DESCRIPTION LENGTH INVERT IN INVERT OUT SLOPE r LINE "1' 15' RCP 82' 553.2 547,9 5.46% LINE "- ` 8" �t,P ' 65'�-556.6 556, -0.15% i LINE "3" 10' RCP 15' 556.6 556.7 -0.67% LINE "4" 15" RCP 142' 556,8 553.5 2.32% LINE "5" 1Ci' PCP 557.8 LINE "6" - 15 226' 557.7 553.1 2,04% LINE "7" 12" RCP I 53, 555A 553.0 1 3.33% LINE 115" 18" RCP 200' 5529 549,1 1.90% LINE "9 10' RCP 132' 556.6 549.5 1 5.38% LINE "10" 12' RCP 556.8 LINE '11" 15" RCP 76' 556.6 553.7 3,82% STRUCTURE NUMBER DESCRIPTION TOP ELEV. INVERT IN INVERT OUT 0, E CURB INLET , 557,3 55 3. 2 0 MANHOLE 551.8 547.9 547.8 3` CURB INLET 560,9 556.6 1 0 CURB INLET 560.5 556.7 556.6 5 CURB INLET 560.6 556.7 556.8 60 CURB INLET 560.8 557.8 557,7 7 DROP INLET 557.3 555.1 08 DROP INLET 557.9 553.0 552.9 l81 CURB INLET 560.6 556.6 10t CURB INLET 560.E 1 556.8 556.E ©TREES TO BE REMOVED 1-16" SYCAMORE 3-16" PINES 3-SMALL 3" CHERRY TREES 1-14" MAPLE 1-24" LOCUST 1-36" OAK 1-10" ASH 20 10 0 20 40 GRAPHIC SCALE IN FEET OTREE PROTECTION A\\\ DEMOLITION ITEMS fYZ CLEARING LIMITS r =CONSTRUCTION LIMITS --o-- ORANGE SAFETY FENCING (TBR) TO BE REMOVED sAF ORANGE SAFETY FENCE HUR*ENGINEERING» SURVEYING)). PLANNING T PROFFITT INCORPORATED 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX ARCHITECTURE INTERIORS PLANNING CONSULTING 207 Wait Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804, 788. 0986 FAx --I www.bcwh.com JACK JOUETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTESVILLE, VIRGINIA STATE PROJECT #2-95C 0 BCNH, Inc. PROJECT NUMIBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JEH/JWG ISSUE DATE: DECEMBER 3, 2001 REVISIONS: 0 JANUARY .7, 2002 (COUNTY COMMENTS) MARCH 6, 2002 (COUNTY COMMENTS) 0 MAY 8, 2002 (COUNTY COMMENTS) 0 JUNE 10, 2002 (COUNTY COMMENTS & REVISIONS) lit > KWETH E. CWTON Na 025)05 j KEY PLAN SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN (NORTH) SHEET NUMBER: 7f / Z./OZ. I I 1 I \ \ 0 11 - i } u.w:- s SANITARYI MANHOL t I + MATCHUNE (� CV.2) � Tt P EL E�-562.2 �� I P~I VEEP T= 57,0 TP r r �` STAIJDiN tN S DEEP t'"_' t j(j j j t: ^..�� --- _ � � r '_`. �~--� ,`� . ✓ ``~ ```. � � try '� f � � � ? t t x BA5i<EI-BAWI GOAL . j , I�ATO BE RELOCATEDiBY CONTRACTOR.v��SEE SITE LAYOUT FOR NEWECT LOCATION.TRANSrORMER j C�5 ~ } CHILLER R K a NADa 01 t f EVG �. _, I u f INITS OF' ��r���hr%i�"r Ii PORCH !I I I I 0© i� 1 A SAF j EXISTING CROSS _''�` -� --{� NO PA KI a r' I WALK l- "'- f SiGI6 SAWCUT;.�XiSTING PAVEMENT TO ! �y I B•A KETBAI_.L GOAL TIE IN WITH PROPOSED PARKING.A �- r ' ` ' co ' ,0 BE RELOCATED { `� r / . ..._. -- BY CONTRACTOR. `\ kCl\ ITE LAYOUT s + I + r ce FOR NEW LOCATION. PR DE VEHICLE �, i Cs t r THR CH FENCING ` I _ __ ;� -- UG T_-_ _-1 + PORCH ✓ '1 Y/AI ��V i '7 -9 I f ! SAF RAMP A ( r !Lx ! ✓> 1 , �'WEIR i J k 3-AGILE"CLASS /ROOM BUILDINGS TQ ' ,.. t / BE RELOCATED BY 1 UNDERGROUND -UTILITIES; ✓4 I SERVICING"`MOBILE BUILDINGS �'" � �+ y I:., � d i`�' ' � r ✓ ' ~,� I ' TBR OR ABANDONED '! ; A/C LIMITS OF DISTURBANCE AND WIRE f O jjj����� I SUPPORTED SIL T FENCE SHALL BE IN I t - - -- / - "AID i ' l ' , PO CH PORCH I - � ;: I � THE SAME LOCA77ON AND CAN BE - } COMBINED W/1N THE SAFETY FENCE. / i ,� - . _ A° �;IN'--1s I -�• I=ARIs SIGN TRAFFIC , �. 8I r SIGN i LLI POST$ � �, � � � �.�� �� 3 � 1 `,,�C �_ _-,.....-•`''" ✓ a, � " O '-� EXlS71NG PARKING � � `� .� � t•;= / ,.�` �TB�J P ' �,�`t I' �� ;I� SPACES TO BE E Q R b. . RESTRIPED. tA m REFER TO St TF l LMN75 1 �5g t 1 POR t w, APPROX. HOC. I !(5� ��/� � yLAYOU T. • l �, ', ,^. 3 t __ i i, / '\ } i "^,., x i � � � � .a'y j+ ye f j �*''p.,•� ,.•"` � /'moo aSARMR CH Lan I ., 2 RIG i �, ' 2 `. .. t Ott- , - •, --.._ .. :vie _ STOP \ l ' -"� ANITARY `'MANHOLE Li OF' K t I I t ~e - _att _ / 11.2 - + r % vt TO BE RELOCATE T�� Ewr_ 57Alrlii�lli Q EXISTING PAVED DRIVE , l SAF C' C� `' e >} �Y CONTRACTOR. T \A- Iya,a '} ` ,` IN }ER T =550.9 r , V O BE REMOVED t �� �RRFAE TRAP", I I i SEE SITE LAYOUT `` _ _ ' f ? ;' r ?.E rTl 5 2. �% ,� 22. to `� �} ` _ _ _ r j \ i i bl U T f j 4 s E F t AO�I IJ�. �. FOR NEW LOCATION.- ` ,a `. 1 i ` e If+ 5'� ,• ' • .' iv s°1f' ' i' ' •" '''�� I '`-' ` -- _ SAF ' I t , - + - ~TAP . ` _�_ DRAIN , N � `•. ,t '`.s ,_ � s-_. `, ;. ;� �• � i --' _ _-- --��-' SS --- ___ __ .'li `.-." ..__ _ � i��Y ss �` � �e`�i .-TYi.�-_._.��% ,s^ „% r,Y, ..'' •%,�'r tt� fi -C. ^ _ _ I IN \ \. T{, � •�-� s�J I` LiKA ,i�4 APPROX. LOG. SS L'N's= �, sT I! r` TOP i:.LE �'=v.b..,6 / PE. C, !-•.,-.. p �{ a TRAPt'', a - ,yz�I s •4wini r L ". .`. "a � \ \. •. ,-,tom'. `.•d ~f � i � � �-._. _ .____-_ ._.,,.---:'w. -__ `s.-__-- ` •4..,,, \ �' _._ �` , wa --0 N �-~-- _^` 1 i ! = .. ___._'.._ -L_- ^J '"'. ,_ �-.. _..•'•. .,sue` -A t \ �� w�i `l' i \� _..=,,.•- a` �-- •.l ^�. 4--- --_'-- C%... ` LM� K" } -mac' r-' -- -�� _-.. ` s • .'\ ' ae-`l... _ ,>i,� *- _ iz'`i�..-c..d. f�'J - _ r" s ID j,R., -- _ :y `J j �-;.. � ... i.., .tee .�\.. .•mot - - .. .,._ .�_„ _ `} d �` v , _. f. i .,, .,r,.r ..r• i \ --_ .,. ..----__.. ."_-._.. 'sIr--._y^--_.-..,. ,'r� ,_ .-e-_.- .,--"'_, r f I�, , i ALEERMAPU P'-IIC IS _-��ONES0 e 4"COI`U3?ii1-a_f T� } i O EX. INVERT OUT 553. RAINS TO PREP 3° stxrE SCHOOL BMP BASIN) ��H. I : L:: rkd i . tx"L. ,�- i- }`J 3T"y At i! FP si0. Lf 5 � ''. BERM Tr`�`t._-t`IY554p<.-3a. n -,% i. \ "Rlif T"' y 61 {•ter\ , '``... '•w..� ..` EXISTING INFORMATION SOUTH OF SCHOOL TAKEN FROM PLANS BY TIMMONS, INC. FOR PREP SCHOOL. THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. L EXISTING STORM SEWER PIPING STRUCTURE NUMBER DESCRIPTION LENGTH 1 1 NV�� RT IN INVERT OUT SLOPE LINE °'1" LINE "2' 15" RCP 8" RCP 82' 65' 553.2 551 547.9 556.1 6.467. -0.15% LINE °°3" 10°' RCP 15' S5C.6 556.7 -0.67 4 LINE "4" 15" RCP 142' 556,8 553.5 2,32% I LINE "5" 10" RCP 557.8 LINE "6 15" RCP 226' 557.7 553.1 2.04% i i LINE "7" 12" RCP 63' 555.1 553.0 3.33% LINE "8" 18" RCP 20C 552.9 549.1 1.90% LINE "9" 16- RCP 1321' 556.6 549.15 I LINE "10" 12" RCP 556.8 _- I LINE "11" 15" RCP 76' 556,E 553.7 3.82% I EXISTING STORM SEWER STRUCTURES STRUCTURE NUMBER DESCRIPTION TOP ELEV. INVERT IN INVERT OUT 0 CURB INLET 551.3 553.2 lam! MANHOLE 551.8 547.9 547.8 Q CURB INLET 560,9 556.6 04 CURB INLET 560.5 556.7 556.6 05 CURB INLET 560.6 556,7 556.8 r 1 CIJRB INLET 560,8 557,8 557.7 {D DROP INLET 557.9 555.1 0 DROP INLET 557.0 553.0 552.5 CURB INLET 560,E 556.6 CURB INLET I 560•+5 55E,8 556.6 1 A\\\ DEMOLITION ITEMS CLEARIrIG LIMITS CONSTRUCTION LIMITS SAF c- ORANGE SAFETY FENCING 20 10 0 20 40 V, ❑ *ENGINEERING» SURVEYING)) PLANNING O�❑ Pk0F71T7 U C C I Rk V 0 R A 7 E 10 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX ARCHITECTURE INTERIORS PLANNING CONSULTING qr- 1rals 207 west Broad street Richmond, Virginia 23220 804. 788. 4774 ll 804, 788. 0986 FAx www.bcwh.com Ji�❑ ❑ 0 ❑ ❑00 M11MLE &CHMOL ❑G�NOVA�OIONS ALBEMARL❑ COUNTY PUBLIC SCHOOLS CHARLOTTESVILLE, VIRIGNIA STATE PROJECT #2-95C 0 Bi Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JEH/JWG ISSUE DATE: DECEMBEF Cfl 2001 REVISIONS: �JANUARY 7, 2002 (COUNTY COMMENTS) 2�MARCV P, 2002 (COUN71 r7OMMEHUQ &MAY 8, 2002 (COUNTY COMMENTS) Q JUNE 10, 2002 (COUNTY COMMENTS & I I NS REV S O ) ti } v KENkTH E. CARLTON KEY PLAN SHEET TITLE: EXISTING CONDITIONS AND DEMOLITION PLAN (SOUTH) SHEET NUMBER: op ll2,A7- PROPOSED STORM SEWER INFORMATION EXIST. DI-3C HORIZ. SCALE 1" = 50' EXIST. TOP 560.8 5.0 2.5 0 5.0 100 1 Q, 11 EXIST. INV. IN 557.8 lb 05 0 lb 20 c, PROP. INV. OUT 557.7 VERT. SCALE 1" 10' i Qn !2 prop to ll� 6 DI-3A + + + TOP 561.50 (MATCH SIDEWALK) INV. IN 556.50 L-u cL �- INV. OUT 556.40 4- a Q. N 'P cn Q 520 lz 0 DI-1 t'' - - ~- - - _ 4 = --- Y� !' .1 - f _ _ e , y `TOP 557.90 Lo INV. IN(E) 553.60 555.36 -4 INV. IN(S) V\ - 0-�4 Z X, LO 560 INV. OUT 553.50 5 Z� Lin INV. IN(W) 555.10 25 4- -0 INV. OUT 553.1 (TO MATCH EXISTING) - -mom '4 30 sommmaw / " / I /I L0 o6 (PEDESTRIAN TOP) ......... .... .. ........ ARCHITECTURE ..... ....... O 0 x550 INV. IN 559.00 INTERIORS INV. OUT .................. --77E, ............ .... ...... -C 77 TYPICAL 'n SHALL- CO`COiYS� "GRA 558.00 WED`- �c OA4a.-4 I�jjgGRAD TRAFFIC 0 E, 5S -LANE hWE 0 ?-.OZ 108' 12" i. ix PLANNING FIRE A Ilf - -- Eq F d mc;v I 42L --45 -t --i ' - 7E (AND 441X -G OTECH FA A RffilG- B �BRIC,- DI-1 8 1XIdiES�OF COMPAMD -BE CLE iN OIL, 561.10 TOP S,7R&C730N E) (FREEI! AY DOWN, S TPA ES CONSULTING > -�COW V TRANCE �_lq "AMD ff�,'�li)W64 � OF A 1111 -- I - - - -- -- -- -- - -- 11 1 "' I I Y -ANDr D �PERM NOY W'I-H'muL, CH. THE FOUR CORNERS:INV. 556.6± 'OF'YOCKS STICKS, AND 'IT 540 /V ML- [A� (CONTRACTOR TO VERIFY INVERT BEFORE -FIA WTH,-P 4ERUANS SIGNS N'677NG _7HE W-LA)YE- �TTS ARE kKED ORDERING STRUCTURE) -ALBERMARLE'COUNT�, IG) rQVIREMEN,,TS OF- S ?��4t RE VAGE .?KING "q- L0 (N ("sl �0 L0 11) Q) 00 �07sOF�OPOSED �fRE LANL)APE,§M0-*t BELOW SED, N Ld r< 06 0i Qs N LO U) LO Lf) (Z Z PROPOSED STORM SEWER PIPE 1.10% L0 Lo L0 (r) z 108' P 1-2 12" HOPE SLOP -1RE SIZE LENG ILI 207 West Broad Street 10+00 10+50 11+00 11+50 12+00 12+50 li+00 2- t)"b -:1, EW EAD--E -OFFI-' -0 --�PIS7VRBANCE 2-3 15" HDPE 2.00% Richmond, Virginia 23220 CER T OF ',W� POR. TED 140' X Aj+ kEMEN-TS.- SIL T---FEb 7t SAUQLOCA !,4W ` a \ _ -_ -' 1 l «'� �J� EROSION CON-7ROL 18" RCP 53' 0.75% 804. 788. 4774 mw 1 804, 788. 0986 rAx on A-Wi CAN 3-4 www.bcwh.com DS REQUI� CE SHALL IN �tNDEDIINSTAdEDAS (-0 4 L0 L0 Lr) L") L') QCiET jCWGV�:SHALL BE -EX ATHt ANDIWN�?R�' MlNfiWVM -SrA-NDAA '6513 -11 j- COM' H 774EX, -41- �BE BINED,410T S�� 561- 5-3 8" SCH. 80 PVC 93' 2.80% 1 'X18" CL,--I 4 L BLDG.-5 8 18' 57.± SCH. 40 PVC BRIC fWAWP7lr.WT .10INTq) T! IR&P OVER (WATERTIGHT JOINTS) A I-11VAL- j I/ ✓wil I "-I. PLAN OR SUBDI PROTECTION MATCHLINE (SEE Cl-5 ) OW mmr * m-m SYMBOLS IIOFA 1 OCIJ A 01 r- C-TOOM SUNER PIPING EXISTING STORM SEWER STRUCTURES VIKUINIA UNIFORM CODING SYSTEM FOR EROSION PROPOSEU nonlAIA I-lr-fT l/ OF THE t�UUr- 2. CONTRACTOR SHALL BE RESPONSIBLE FOR FINE GRADING, RESEEDING, AND PLANTING STAGING AREA AFTER CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL ALSO REPLACE ANY CURB & GUTTER OR 0774ER SITE ITEMS IN THE STAGING AREA AFTER CONSTRUCTION IS COMPLETE AS DEEMED NECESSARY BY 774E OWNER. j. REFER To SHEET C1.5 FOR ADDITIONAL NOTES. 4. CONTRACTOR To PROVIDE MEANS To WASH TRUCK TIRES PRIOR TO LEA WNG SITE. COORDINATE WASH LOCATION WITH OWNER. Q5. ALL TEMPORARY PARKING, OFFICE TRAILER AND CONTRACTOR LAY DOWN AREAS SHALL RECEIVE A LAYER OF TRAFFIC SUPPORTABLE GEO- TECH FABRIC WITH A MINIMUM OF 4 INCHES OF COMPACTED 21A OF STONE CONSTRUC770N STABILIZATION. COORDINATE WITH OWNER ON FINAL LIMITS OF THESE AREAS. STRUCTURE NUMBER DESCRIP-nON LENGTH I INVERT IN 1 I INVERT OUT SLOPE LINE "1" 15" RCP 82' 553.2 I T 547,9 6. 46% LINE -2" -8" -pep 65 555.6 -5 5 6 . 7 1 Q' RCP 1,5 556.6 7 -0670 LINE "4" 15" RCP 142' 556-8 553.5 132% LINE �5' E "6 LINE 10� RCP 15- RCP 226' 55747 104%_ I E " 71 LINE �N 1 RCP �- 63' 1� 555.1 553.0 5,33% LINE "S" I 18' RCP 200' 552.9 549,1 1,90% LINE "9" 10' RCP 132' 556.6 549,5 5. 38% LINE I'lo. 12- RCP 556.8 LINE "l 1" 15" RCP 76' 556.0 553.71 3. B2% STRUCTI-IRE NUMBER DESCRIPTION TOP ELEV, INVERT IN INVERT OUT CURB INLET 5 5- 7, -4 553,2 MANHOLE 55i .8 5 47 547,8 3 CURB INLET 560.9 556 6 1 40 CURB INLET 560.5 556.7 I 556.6 ,5 CURB INLET CURB INLET 560.6 560.8 I 556.7 557.8 556.8 1 557 DROP INLET 55 1,9 555,11 08 DROP INLET 557.9 553,01 552.9 09 CURB INLET 560.6 56.6 INLET 560.E 556'8 556.6 AND SEDIMENT CONTROL PRACTICES AREA DRAIN CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) LIGHT POLE SANITARY CLEANOUT SF SILT FENCE O TREE PROTECTION co SIGN TS TEMPORARY SEEDING EROSION BLANKET/MATTING (0) STORM MANHOLE PS PERMANENT SEEDING CD CHECK DAM f'Y'Z CLEARING LIMITS MU CE CONSTRUCTION ENTRANCE =CONSTRUCTION LIMITS MULCHING --o- ORANGE SAFETY FENCING © SAF ORANGE SAFETY FENCE PERCENTAGE OF CRITICAL SLOPE AREA nICTHODC'n TO TOTAL ni(ZTHppi7n AREA = 1*7- I -L HURT & ENGINEERING)) SURVEYING)) PtANNING PROFFITT I N C 0 R P 0 R A T E D 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX SHEET TITLE: SITE PLAN (NORTH) SHEET NUMBER: ■ 7/1 ?-/ID T WATER QUALITY SWALE PER DWG. 2 COUNTY WATEI PROTECTION ORD. sr A LIMITS OF DISTURBANCE AND WIRE SUPPORTED SILT FENCE SHALL BE IN THE SAME LOCA 77ON AND CAN BE COMBINED WITH THE SAFETY FENCE. r r' Q LUT5 Oil 0 L�ANS7RUCTIQK ''` PS REPAIR PA TH i W/PERMANENT SEED, MU & MULCH INV. OUT 5-52. 00 , ALINE CHANNEL � y W/CLASS Al RIPRAP /j#J= OF 1A' DEEP (5 CY) CLA,SS A 1 ' R/PRAP CiEAI?l CHECK DAM, - ..,12"—`o..R HGT: (5 CY)` 'CH. AN N E L A 774E OUTLET PR07E'C77ON SHALL BE EXTENDED/INSTALLED A REQUIRED BY THE EROSION CONTROL OFFICER TO MEET``THE MINIMUM STANDARDS REQUIREMENTS, LANDSCAPE NOTES._._ 1 LANDSCAPE CALCULATIONS �— 12,000 S.F. PARKING x 57. — ` 600 S.F. LANSCAPING REQUIRED S.F. LANDSCAPING SHOWN PLUS `:3, 7REE5_ TO _ REPLACE THREE`�REMOVED FOR',ADDITION. 2. ALL LANDSCAPE BEDS°.TO..HAVE HARDWOOD MULCH PLACED A T 3" DEP774r J. TOPSOIL IN PLAN77NG AREAS. • CLEAN TOPSOIL" OF ROOTS, PLANTS, SOD, STONES, `CLAY, LUMPS, AND OTHER EX77?ANEOUS MA 1FR/ALS, HARMFUL TO PLANT GROWTH. ADD SOIL AMENDMENT'S TOPSOIL, T T T Q NO TES• 1. CONCENTRATED DRAINAGE SHALL BE CONVEYED DOWN SLOPES IN NON —EROSIVE CHANNELS OR STORM SEWERS DESIGNED TO CARRY THE 10—YEAR STORM. ENGINEERING MAY REQUIRE A HIGHER FREQUENCY STORM CONVEYANCE FOR CIRCUMSTANCES WHERE FAILURE OF THE CONVEYANCE SYSTEM PRESENTS A SIGNIFICANT RISK TO LIFE OR PROPERTY. ROOF DRAINS SHALL NOT DISCHARGE ONTO SLOPES STEEPER THAN J. 1 EXCEPT WITHIN AN ADEQUATE NON —EROSIVE CONVEYANCE. DESIGN CALCULATIONS FOR CHANNELS AND PIPES MAY BE REQUIRED BY ENGINEERING TO DEMONSTRATE THE ADEQUACY OF 774E CONVEYANCE. 2. A MINIMUM WA 7FR TAP OF 1" MUST BE INSTALLED WITH A MINIMUM 1" BALLCOCK SHUTOFF VALVE SUPPLYING A WASH HOSE WIN A DIAMETER OF 1.5" FOR ADEQUATE CONSTANT PRESSURE. WASH WATER MUST BE CARRIED AWAY FROM THE ENTRANCE TO AN APPROVED SETTLING AREA TO REMOVE SEDIMENT. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING STORM DRAINS, DITCHES, OR WATERCOURSES. J. MAINTENANCE. IN GENERAL, ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING 17EMS WILL BE CHECKED IN PARTICULAR: i. SHOULD SEDIMENT BASINS AND/OR SILT TRAPS BE REQUIRED, THEY WILL BE CLEANED AND MAINTAINED ACCORDING TO 774E VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. ii. ALL GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILDUP 774AT WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED AND CLEANED OR REPLACED. R. ALL SILT FENCE BARRIERS IMLL BE CHECKED REGULARLY FOR UNDERMINING OR DE7ERIORA T70N OF 774E FABRIC AND REPAIRED AS REQUIRED. SEDIMENT SHALL BE REMOVED WHEN 774E LEVEL OF SEDIMENT DEPOS177ON REACHES HALF WAY TO 174E TOP OF 774E BARRIER. iv. ALL SEEDED AREAS WILL BE CHECKED REGULARLY TO SEE THAT A GOOD 9TAND IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED. V. THE ACCEPTANCE OF APPROVAL IMPLIES 77-IAT 774E APPLICANT HAS AGREED TO USE THE MATERIALS AS INDICATED ON 774E EROSION CON7ROL PLAN, ATTACHMENTS AND SAMPLES SUBMITTED. ANY CHANGE IN THE APPROVED DESIGN OR MATERIALS WILL REQUIRE AN AMENDMENT TO 774E PLAN AND MUST BE REVIEWED AND APPROVED BY 774E COUNTY OF ALBEMARLE ENGINEERING DEPARTMENT. vi. INSPEC77ONS OF PROPOSED BMP'S MUST BE CONDUCTED AT TWO PHASES OF 7HE C0NS7RUC77ON — "ROUGH GRADING" AND "FINAL CONFORMANCE" COUNTY STAFF, 774E DEVELOPER OR HIS/HER REPRESENTA RVE, AND 774E DEVELOPER'S ENGINEER SHOULD BE PRESENT AT 774E INSPECTION; THE DEVELOPER OR HIS/HER REPRESENTATIVE IS RESPONSIBLE FOR N077FYING THE PAR77ES SUGGESTED TO ATTEND. J ci7 '\ T EX. INVERT OUT=553.2 (DRAINS TO PREP C-- SCHOOL BMP BASIN) BEPIM a Yi T�i., ��,v ,r�hEET THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE A D LOCATION OF THE WORK. T PLANT LIST FOR REQUIRED PARKING LOT LANDSCAPING BOTANICAL NAME COMMON NAME SIZE QUANTITY FRAXINUS AMERICANA 'AUTUMN APPLAUSE' WHITE ASH 1%2-2" CAL. 5 SPIRAEA NIPPONICA 'SNOWMOUND' SNOWMOUND SPIRAEA 3 GAL. 15 JUNIPERUS CHINENSIS 'SAN HOSE' SAN HOSE JUNIPER 3 GAL. 5 © NOTE: REPLACE EXISTING 19+ PARKING SPACES W/ 55 (INCLUDING 3 HC SPACES.) T 20 10 0 20 40 GRAPHIC SCALE IN FEET T vii. ALL ENTRANCES EXCEPT FOR THE APPROVED CONSTRUCTION ENTRANCE SHALL BE BLOCKED IN SUCH A MANNER AS TO NOT ALLOW ACCESS TO THE SITE. 4. CONTRACTOR SHALL NOT STOCKPILE ANY MATERIAL ONSITE. w 5. CONTRACTOR TO USE DESIGNATED AREAS FOR PAVED CONSTRUCTION ENTRANCES AND WASH RACKS CONTRACTOR WILL BE RESPONSIBLE FOR ANY SIL TA 77ON OF ALL AREAS OUTSIDE OF CONSTRUCTION AREAS z 6. CONTRACTOR TO ENSURE THA T ALL SIL T FENCE IS INSTALLED A T THE SAME GROUND ELEVA TION TO PREVENT kQ SEDIMENT AND SILT FROM OVERTOPPING SILT FENCE IN LOW AREAS o U Z CONTRACTOR RESPONSIBLE FOR ANY NEEDED FILL MATERIAL. CON7R4CT0R SHALL ENSURE THAT ANY OFFSI7F BORROW z AREAS ARE STABILIZED AND PROTECTED BY SILT FENCE AS A MINIMUW. NO OFFSI7E AREAS ARE PROJECTED TO BE J DISTURBED AS PART OF THIS PROJECT. 8. IF INSPECTOR FINDS 77-IA T SILT FENCE IS IN DISREPAIR OR IS SHOWN TO BE INADEQUATE, CONTRACTOR WILL BE o RESPONSIBLE FOR C0NS7RUCT7ON OF A SEDIMENT TRAP AS APPROVED BY THE ALBEMARLE COUNTY EROSION & SEDIMENT CONTROL INSPECTOR. Q 9. THE 10—YEAR STORM DOES NOT OVERTOP THE EMERGENCY OVERFLOW WEIR. THE WEIR IS DESIGNED FOR STORM RUNOFF EXCEEDING 774E 10—YEAR STORM. 10. BLANKET AND MAT77NG FOR BMP AREA SHALL BE TREATMENT-2 OR EC-3 LINING AS SPECIFIED IN 774E LATEST VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND SPECIFIED AS "SOIL STABILIZATION BLANKETS AND MATTING — 3.36" 11. THE BMP SHALL BE VEGETATED AS SHOWN ON SHEET C1.9. 12. ADDI77ONAL CONS 7RUC77ON ENTRANCES MAY BE REQUIRED BY COUNTY INSPECTORS AS NEEDS OCCUR. A 13. CONTRACTOR TO PROVIDE MEANS TO WASH TRUCK 77RES PRIOR TO LEA YING SITE. COORDINATE WASH LOCA 77ON WIT OWNER. PHASE 2 WORK IS TO BE INITIATED UPON COMPLETION OF PHASE 1 WORK VIRGINIA UNIFORM CODING SYSTEM FOR EROSION AND SEDIMENT CONTROL PRACTICES * CHART TAKEN FROM THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK (JULY 1992) CE CONSTRUCTION ENTRANCE SF SILT FENCE TS TEMPORARY SEEDING PS PERMANENT SEEDING MU MULCHING EROSION BLANKET/MATTING CD CHECK DAM © SAF T ORANGE SAFETY FENCE PROPOSED SYMBOLS # LIGHT POLE c0 SANITARY CLEANOUT —r SIGN AG STORM MANHOLE CLEARING LIMITS r CONSTRUCTION LIMITS —P-- ORANGE SAFETY FENCING :1 i T .a.n.. L.� A, p F f 4J f r t .,--• r-�^, j:q f r�� ±.i L , 1'v tom, L.+. �hvK J� H SObl -f `E S T CC,RIVEPR Of- SCI-10C)L. T HUR*ENGINEERING » SURVEYING» PLANNING T PROFFITT INCORPORATED 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX I ARCHITECTURE INTERIORS PLANNING CONSULTING 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804. 788. 0986 FAX www. bcwh, com JACK JOUETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTE SVI LLE, VIRGINIA STATE PROJECT #2-95C 0 BCWH, Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JWG/JEH ISSUE DATE: DECEMBER 3, 2001 REVISIONS: ©JAN VARY 7, 2002 (COUNTY COMMENTS) ©MARCH 6, 2002 (COUNTY COMMENTS) ©MAY 8, 2002 (COUNTY COMMENTS) AJUNE 10, 2002 (COUNTY COMMENTS & REVISIONS) rOKENNETH E. CARLTON KEY PLAN SHEET TITLE: SITE PLAN (SOUTH) SHEET NUMBER: C 1 z S� I/ir/o M 5 J 10 i T .a.n.. L.� A, p F f 4J f r t .,--• r-�^, j:q f r�� ±.i L , 1'v tom, L.+. �hvK J� H SObl -f `E S T CC,RIVEPR Of- SCI-10C)L. T HUR*ENGINEERING » SURVEYING» PLANNING T PROFFITT INCORPORATED 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX I ARCHITECTURE INTERIORS PLANNING CONSULTING 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804. 788. 0986 FAX www. bcwh, com JACK JOUETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTE SVI LLE, VIRGINIA STATE PROJECT #2-95C 0 BCWH, Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JWG/JEH ISSUE DATE: DECEMBER 3, 2001 REVISIONS: ©JAN VARY 7, 2002 (COUNTY COMMENTS) ©MARCH 6, 2002 (COUNTY COMMENTS) ©MAY 8, 2002 (COUNTY COMMENTS) AJUNE 10, 2002 (COUNTY COMMENTS & REVISIONS) rOKENNETH E. 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THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. I PROPOSED SYMBOLS 0 AREA DRAIN * LIGHT POLE co 0 SANITARY CLEANOUT . SIGN 0 STORM MANHOLE CLEARING LIMITS M =CONSTRUCTION LIMITS (9--o-- ORANGE SAFETY FENCING -L - — — - ----� —. — \ ,; \ \ �l N 1 I " - \ - \\ I I I � , \ \\, CLI ujj��� \ � -j I i I I , �- �211't \ p \ I — — — — — ljo 1-1 1-1 * — --- -- — — — — — — — — — — -- -- — — — — — — - 11 \ . \, \\ \1 , I i -1-11 1 (9 , I 1. 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I � � 1, .,64� \ I I '' -� ,1�� I ',>( 0 un I , - I ili, , k \ \1 6� S\, -�' � '-� --, \ I ��,, -j�\ \11 '14 \ ) , \ \ 1-1 \ �( \�� \ \ . / \ . . \ \ \ - I \ I 11 t '� i \ / \\ \ I �\ ** \ \ \ �+ � 1 . 1 , 1\ I xx \ & \\ �\_---�-/ / #4 1\ I \ I - - - 9 i / \ \, \ -�� \ \ - I \ \ - � II \', \ 1-� \ I / \1 \ \ 11 \ / ** � �--1 ,\\ , \ \ �p \ \ * I \ G \�\ \ il \ .11 *$ -�-,� I � . `�lll \1 \ �, � \ \ �-� � 1*4 ,��"z \1 � ( � \ \ \ � \ r \ \ \ ** -!� Z \ \ \ (I p, �- -11 I I \ . 1501, \ \ , 11 , -�� -\. - � \ �y \ FLAGPOLE � s I � -,� I \ \ 11 IAAIL BOX if — �, % I I _/--1 � 1 � \ \ I f � q , 11 f � n I ,D8 Un AN I '� i Q —s - 109 I I I ll� I , I I ---� 3,E,N`Cq,WA,l?K-R0D IIAND CAP DESIGNA TEFL fit - i TLO6' SOUTH OF FLA�POLE. I/ I \ z -� IIIIIIIIP \ I r / 4C-q- ,'.A TlnAl- C�r-7 '? 7� 1A[A ill-k J•?P) f �>\\ � ---- I I Ala`.. --. �-,- NOTES: 1. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL UTILITY RELOCATION. 2. UTILITY COMPANIES TO DO ALL RESPECTIVE UTILITY RELOCATION ACTIVITIES. A 3. W.H.O. = WHITESCARVER, HURD & OBENCHAIN, INC. UTILITY OWNERS TELEPHONE: SPRINT 0 210 4.0 FIBER OPTIC: SPRINT I IIIIIIIIIIIIIIIIIIIIIIIII I GRAPHIC SCALE IN FEET ELECTRIC: VIRGINIA ELECTRIC & POWER CO. GAS: CITY OF CHARLOTTESVILLE, VIRGINIA MUNICIPAL GAS -L -L * - FL11 [W FD) 'T ENGINEERING)) SURVEYING )lt PLANNING n M MIPG3 (DII!l F 7177 0 z C a n p a n& u IE 0 2524 LANGHORNE ROAD LYNCHBURG VA 24501 300.242.4906 TOLL FREE 434.847.7796 MAIN w 434.847.0047 FAX - I 19iral, 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804. 788, 0986 FAX -- www.bcwh.com ARCHITECTURE INTERIORS PLANNING CONSULTING JACK JO�ETT MIDDLE SCHOOL ADOITiON & 'r'-3\"\, f� N 0 V A 7 1 0 � S ALBEMARLE COUNTY PUBLIC SOH DOLS GHARLOTTEWLLE, VIRGINIA STATE PROJECT #2-95C 4D BCWH, Inc. --� PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JWG/JFH ISSUE DATE: DECEMBER 3, 2001 REVISIONS: QJANUARY 7, 2002 (COUNTY COMMENTS) AMARCH 6,2002 (COUNTY COMMENTS) A MAY 8, 2002 (COUNTY COMMENTS) QJUNE 10, 2002 (COUNTY COMMENTS % REVISIONSD if- � I - ., I , � I , I *EWffHf :CAR : " Q, :E L-T 11 - ., - . - ;, oNd.'-026105", -� - -: 11 I . , . 61 -Z-, �-...., ,le,-- � , �. " �t, , -, I — - - - KEY LAN SHEET TITLE: UTILITIES PLAN (NORTH) SHEET NUMBER: of I 0 � N 0 -1 7/a/o2- T F T .01 r E A&-EI AI GOAL �'ewv- ()ry's FAN,E 51 Rl T 9-1 - ..1} ` TRANSFORMER ' - C if # CHILLER ?� lip" = r i t f i � EXISTING CR9�,S- a■u - f,v✓ ? WALK -' - 10- 11�. Av jrs'�. ~� 1 y CLE4AYA00 i � t A %wow 7s t L 2 C�C>MI�S1Rll►�11AN - \ ! .i � SAE �r +{t v 1 1. SS __._.�. �. r•_. LJ `") er � f'y� - \ l r : o C=iRLX CLEAOMW (TO REM I tip �>c s �1 � I'Y li �J P'7f-1-a.-'''S=� '� F NEL CHAM - i F -- [: / ., x r tie .Y {- PC r1 {SE EX. INVERT OUT=553.2 ' (DRAINS TO PREP SCHOOL BMP BASIN) �f rf �, : LF s , t 0 ti tZZ : u THE ENGINEER AND/OR SURVEYOR TAKES NO RESPONSIBILITY FOR THE LOCATION OR ACCURACY OF THE UTILITIES AS SHOWN HEREON OR ANY UTILITIES WITHIN THE PROJECT THAT MAY NOT BE SHOWN HEREON. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING THE UTILITY COMPANIES TO SEE IF ANY UTILITIES EXIST WITHIN THE AREA OF THE PROJECT BEFORE ANY CONSTRUCTION BEGINS. ANY COST INCURRED BY DAMAGING ANY UTILITY WITHIN THE PROJECT SHALL BE AT THE EXPENSE OF THE CONTRACTOR. 48 WORKING HOURS PRIOR TO STARTING THE WORK, THE CONTRACTOR SHALL CALL MISS UTILITY AT 1-800-552-7001 AND ADVISE THE NATURE AND LOCATION OF THE WORK. 1 2 Lw751 CO1i5`11Q 'a r BLOWER R T. MATCHLINE (SEE C1.4) I — , / SA-NITARYF NIANIfIOLE OP EL E17j 56212�# I } UNIVERT- 51.0) TP j j vTAI`-iGi`iG W� wt I� � = DEEP t i f/ tt I � i I % ' 1 C fJ? a � jjy tl 7 w NO PA .KIZIGINI I , 2 w j / a + t f aF t i I ' C__ _ 11.2' ' 0P E! EV=6J i . j SAF ,� �` `GREY:'—ZE..., �ij.7 ryf �_ \ �. � .3s''`; '� 1.;`` / ": 1 �fC..;i ; == ..7� u. G'r` / x < <,,,.' r �' ,,.•'°' 4 T�'P=56y �T.EASF TRA. � ,; u� i ! ' ��� 7' 5' DEEP ~i 1''= �r J - Y )R LIGHTING 4, (7.5' F"1 F x��,0sr. 'Ij OF `�" _...._ R +,� ��Y-DRAIN <'` •� q \ { - ` �� r I p .� '^.:° � t , �,,,�i �."�1%�� � tom. � �.° { �;e' °,•� .,,..-°'� `4�., /',•�' . APB ROX �`� DRAIN r.�:,�Ti�'�ia '-' :•'v gr P[.,rwR �i1A�Gta ?'�? 11 U/1 /� - .v.�, '-�`: 1`.`.'. [. _k' >e -, t ,e..' y V V��. i\l,C. ✓ :�' I '� s. �.ra ,',�^.,1Z Tl 9 �� I_..I I\t l— Pi:. t �3 1s.11 G.{ �.'^. a�v.3.�"-+ !.r f✓' °� �;t. t+ _ Ki . t. r i _ _-__ p p `a.a -� --___ __ —�—�----•.�. > ,» tr'�r>sif 1. e ?:..P 1.. '', '.t`t ��_ 3 f 'il �.. k, �,.-`-..) i � 114�i6\? , * ..''..�'� �4 _.__._._.._ - _.. _� _ 6 _ ...Al _ SS DRI VE TO BE DEDICA 7lrBr5HW -- '_. 1 N ®li , a_ P I a . GAS _ . UG �t 1 -- - -_. ---•--,__ � .__.__ ____ .,_ �� BORED UNDER �ft OBE �+�lm - PAMENT 1 {r F ,ram * Ftx f f h��_ Fa! •°3 -iA ii F�- N! 'N V Af�.J t4'a':4': i i®.,._ Vf-? TONTON= 51° T : �0 i r`'':1 r+, 11"D 'u) NOTES: 1. CONTRACTOR RESPONSIBLE FOR COORDINATION OF ALL UTILITY RELOCATION. 20 UTILITY COMPANIES TO DO ALL RESPECTIVE UTILITY RELOCATION ACTIVITIES. UTILITY OWNERS TELEPHONE: SPRINT FIBER OPTIC: SPRINT ELECTRIC: VIRGINIA ELECTRIC & POWER CO. GAS: CITY OF CHARLOTTESVILLE, 20 10 o 20 40 VIRGINIA MUNICIPAL GAS GRAPHIC SCALE IN FEET PROPOSED SYMBOLS # (SIGHT POLL co SANITARY CLEANOUT - F- SIGN ® STORM MANHOLE ® CLEARING LIMITS C� CONSTRUCTION LIMITS ---o-- ORANGE SAFETY FENCING I * ENGINFFPN[ E DD ZURWEVZ& n FLOaa0RI0 Tl IF IF I T=T O R Q 0 R P 0 R A 4L� D 2524 LANGHORNE ROAD LYNCHBURG VA 24501 300.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX ARCHITECTURE �a'TFRIORS PLANNING 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804, 788. 0986 FAX —{ www.locwh.com MIDMIF SCHOOL ADDITION & ❑❑NOVIMONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTESVILL❑, VIRGINIA STATE PROJECT #2-95C 0 BCWH, Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JEH/JWG ISSUE DATE: DECEMBER 3, 2001 REVISIONS: OJANUARY 7, 2002 (COUNTY COMMENTS) Z�L MARCH 6, 2002 (COUNTY COMMENTS) ZL MAY 8, 2002 �� M \� MRIn"/nI�I''MI�HV C OUN TYC �UVuJV J ( 44f-NLT'f 0- r V KENNETH E. CARLTON 5: A No.025105 * Le zo o Z G1tl�� '4aONAL>r� KEY PLAN SHEET TITLE: UTILITIES PLAN (SOUTH) SHEET NUMBER: ❑ 5%,Ar 7/Z�oZ T T T T T� f S i;qU re Stray h Steel 'Poles EATUR tAFi — WWd, le-gradehod-rdHed i I- t' ' on i r caitiff erc a qu o Curb steel tubing with a minimum ysatd of SM psi (11-gaiugev-900 i 7- au a '. Unikim wall thickness f As � D 9) ckriesa o .1�' or .188': Sheer -.ere uf TECH one-piece with a 1�dtnel a��tnc resis�nce weld, Uniio�ndy - _ . S are in c riass-aecq :With4flat 0019 corner rsdu at '+ex- > G I . cellent tvrsian. Ava'I ble shaft w+dihs ai e 4 ; Send ;Arwhoc l — t101I C BASfr f<abricatsd ft h -r t om of .:aped canon stall ate,tha � Nominal Wad <.� 'AW meets or exceeds a min" irnum 'e ' lira yield strength: of 3saoo psi. en- ' , Catalog s moutain Pole abaft: ifiickness ' 80 Max. - chat bais: se se proved with wed holes. � . , .. Ntetibgt : hei Size(!" x ar x Ctnchits ; Ga ►NDH — _ LE rectangular D A ul i h errs riforced hi3ndh a rim having non m _ aI g - _ fordimensions of 3"x S' a hafts. Ini:Iud i steel ;over Included s a Q A H"t � _ �1 z _._ _ ........... attachment screws. <, __ ..: .......: 1� " t�lounti _ _: - _ _ . OUNDING A nut hgider to�ated'mmediate inside the handle �� SSS 4� i � 4.it x t4 .g g:�25 11 �,� _ _. _ : 1�. �,.� . r nm is provided d with r net a I -13 UNC round :and. P i7' bolt w%unb:: ant'M T__ 1M u.r.. 1 .re lk& :AE: -1 S� 1B4C 16 4A x 16A g.� 11 15.'� , . ; ��.� - * 00ENGINEERING >> SURVEYING» PLANNING 0°O O � OG1O177O77 IV C0R[P0O RA'tE� 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX ARCHITECTURE oaUMMIIS PLANNING CoMaULTOMB 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 PHaw 804. 788. 0986 FAX — I www. bcwh, com JACK �OUETT minDL 0 SCHOOL ADDITION o RENOOOOTDONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTESVI L�7, VIRGIN IA STATE PROJECT #2-95C O BCUH, Inc. PROJECT NUMBER: 21.51 PROJECT MANAGER: KEC DRAWN BY: JEH ISSUE DATE: DECEMBER 3, 2001 REVISIONS: 0 JANU ARY 7 2002 (COUNTY COMMENTS) 2 MARCH 6 2002 (COUNTY COMMENTS) KEY PLAN SHEET TITLE: LIGHTING CUT SHEET SHEET NUMBER: T SECTION A -A FILTER CLOTH H 43M 0199APAIM HUMP PE OUTLET TO FLAT REA WITH NO DEFINED CANNEL HLMP AVORTANT ' �` d L KEY IN 6"-9"; RECOMMENDED FOR ENTIRE PERIMETER Dow 11111111111WAIM OW 3d0 (MIN.) TTO�� PIPE OUTLET TO WELL PLAN VIEW DEFINED CHANNEL L a HUNGORTANT 77 d SECTION A -A FILTER CLOTH KEY IN 6"-9"- RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. PIPE OUTLET PROTECTION N.T.S. T WIRE SCREEN rFILTERED WATER OVERFLOW l/ RUNOFF WATER WITH SEDIMENT .A�A, =F_ .l DROP INLET WITH GATE SEDIMENT \\� e SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. PLATE. 3.07-3 * GRAVEL SHALL BE VDOT 03, #357 OR SOURCE: VA. DSWC #5 COARSE AGGREGATE. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER N.T.S. SEEDING SPECIFICATIONS: TEMPORARY SEEDING - WINTER - 40 LBS. ANNUAL RYE/40 LBS. CEREALE RYE (PER ACRE) _ CURB INLETC) T U T T T T EROSION AND SEDIMENT CONTROL/ STORM WATER MANAGEMENT NARRATIVE PROJECT DESCRIPTION The project consists of a 18,000 s.f. single story classroom building addition to the north and a 14,000 s.f. paved parking lot addition to the southwest of the existing facility. Total area disturbed is approximately 1.1 Acres (0.67 ac. for bldg. and 0.45 ac. for parking). SEE DRAWING 4 FOR I AartiER INLET OPTIONS CURB, EXISTING SITE CONDITIONS S STONE DiSSiPATOR r� ii `1 "r:T_:'-------------- --- -- ----- ------ ------ -- ----'% PROVIDE CLEAN -OUT SEE NOTE`2- -' `,� AT 50' INTERVALS AND CONNECTION 1_'r AT END OF PERFORATED TO DL PIPES - PLM SEE DRAwNNG 5 FOR VEGUATIVE STONE DISSIPATER COVER OPTIONS (CLEAN CRAVED PAVE CLEAN-OUr 1 •�• (MIN) CAP :a 50% SAND/30% TOP i SDIL,/2OX LEAF MULCH (SAND: 0.02--004- (INN ASTM C3 646 2•-W 4--C PERFORATED WN �- a NON -PERFORATED PVC PIPE AT IS PVC PIPE O 1S SLOPE (MIN) TO 01 OR STORM DRAIN SLOPE (1101110) ' UNOERDRAIN GRAVEL (WTiAPPED *I FI_TER FABRIC CROSS SECTION 1.OTES TIti 1.FOR ADDITIONAL PERMANENT EROSION PROTECTION FROM THE EDGE OF 7NNE PAVEMENT TO THE BOTTOM OF WATER OU4M SWALE MUST BE EVALUATED ON AN INDMDUAL PROJECT BASIS. 2. PROVIDE vw PONDm DEPTH 7a0 7NE cREST OF AN V,70 QUAL 1i OVERFLOW STRUCTURE, OVERFLOW STRUCTURE MAY BE Of IN PAVED AREA. 01 IN SNI LE (INDICATED). OR STONE WEIR OLSCHARGM TO STABLE CNNN IIIEL OR STORM DRAK GATE: 2 O 99 SUMMER - 40 LBS. ANNUAL RYE/40 LBS. FOXTAIL MILLET (PER ACRE) o 0 0 0 0 0 0 FERTILIZER - 1500 LBS. 10-18-10 ACRE -- -_ _ 0 0 0 LIME - 2 TONS/ACRE o 0 0 0 0 0 0 0 00 0 0 0 0 0\<D, 0 0 0 00 o 00 0 0 0 0 0 0O o:D<:"D 000 00 PERMANENT SEEDING- CD0 0 0 co 0 0 0 0 0 0 0 0 0 0 SEASONAL SPECIFICATION - PER ACRE WIRE SCREEN GRAVEL FILTER CONCRETE BLOCK 2/1 TO 5/15 100 LBS. TALL FESCUE 15 LBS. ANNUAL RYE RUNOFF WATER 2 LBS. RED CLOVER WITH SEDIMENT 5/16 TO 7/31 120 LBS. TALL FESCUE OVERFLOW -FILTERED WATER 10 LBS. FOXTAIL MILLET o =_ IIIII 2 LBS. RED CLOVER IIII ( - T-1I111T____ 8/1 TO 9/15 100 LBS. TALL FESCUE 11i11= I1111TII TIIIII=_- _. IIIII T li, 15 LBS. ANNUAL RYE 2 LBS. RED CLOVER SEDIMENT 2"x4" WIRE SCREEN CURB INLET 9 /16 TO 1 /31 120 LBS. TALL FESCUE WOOD STUD 10 LBS. CEREALE RYE 2 LBS. RED CLOVER SPECIFIC APPLICATION FERTILIZER -ALL SEASONS - 1500 LBS. 10-18-10/ACRE THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS LIME - ALL SEASONS - 2 TONS/ACRE MERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE SOD TURF COVER * A MULCH COVER IS REQUIRED ON EVERY SEEDING PONDING IN FRONT OF THE STRUCTURE. TOP = 558 3:1 * STRAW AT 80 BALES PER ACRE OR AN APPROVED MANUFACTURED BLOCK AND GRAVEL 10-YEAR _d_:1 II: - ELEVATION 557,�Y'?_ _ MULCH/STABILIZATION MATERIAL CURB INLET SEDIMENT FILTER EC-3 LINING ON VIRGINIA EROSION AND SEDIMENT CONTROL REGULATIONS MINIMUM STANDARD1 NTS INTERNAL BMP ' 556''l, I SLOPES NEAR -I PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS PARKING LOT li 554 WITHIN 7 DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. - TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE T WILL REMAIN BUT LL DORMANT {UNDISTURBED) FOR ! � PERMANENT DAYS. 0 LONGER THAN STABILIZATION 3 D ARIL ZATION SHALL BE APPLIED TO AREAS THAT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. TABLE 6-1 GENERAL EROSION AND SEDIMENT CONTROL NOTES ES- 7: UNLESS OTHERWISE INDICATED, ALL VEGETA TI VE 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 REGULA TIONS ES-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 INSPEC TION. ES-3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING ES-4: A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES ES-5: PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. ES-6: THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. ES-7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. ES-8: DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. ES-9: THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMED/A TEL Y. *ENGINEERING» SURVEYING)) PLANNING HURT PROFF11T INCORPORA T E D 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX 4"0 WOOD POSTS OR 1.3lb/ft STEEL, MIN. 5' LONG 0 10'O.C.(MAX) FILTER FABRIC TO FILTER FABRIC TO BE STAPLED TO WOODEN STAKES EXTEND FILTER FABRIC INTO 4%4" TRENCH AND BACKFILL SILT FENCE (WITHOUT WIRE SUPPORT) N.T.S. ORIGINAL GROUND T 12,. DEEP The areas are currently open grassed areas at about 3 percent slope. Both areas are uphill from existing woods. An existing storm drainage pipe crosses the proposed building addition site and will be relocated. That pipe drains a small portion of the existing paved parking and drive to the northeast of the school and some of the school roof. That existing pipe outfalls at a concrete apron (6 ft. wide by 12 ft. long) within the woods and spills down into a draw within the woods. The proposed parking lot addition is to the west of the existing paved parking and service area west of the school building. The existing drainage from that existing paved area drains to the southwest into woods via a rip -rap lined channel along the drive leading to the Prep school. There are currently three mobile classroom units and paved driveway entrance that will be removed for the parking lot addition. Both drainage areas come together just upstream of Ivy Creek which is part of the South Fork Rivanno River Reservoir. ' ADJACENT PROPERTY Both sites are within the middle of property owned by The School Board of Albemarle County, Virginia. There is Greer Elementary to the north, Prep School to the south, and Albemarle County High School to the east. The County uses the area to the west as athletic fields. No offsite areas will be disturbed during construction of this project. SOILS There is no defined soil type for this area in the Albemarle County Soil Survey. However there was Soil and Foundation Investigation dated Feb. 24, 1998 by Earth Tech Inc., Charlottesville, VA for the Prep School to the south of Jouett. The Prep school has since been built within areas of cut and fill. There was a boring (S-9) in the curve section of the paved drive between Jouett and Prep. Based on that report there is generally about one foot of topsoil. "Beneath the topsoil ...... we found 1 to 2 feet of colluviol brown to red sandy silt with some quartz gravel." No groundwater or bedrock was encountered in the boring depth of 10.9 ft. "It is our opinion that the onsite soils should be suitable for use as fill beneath the building and paved areas. All fill should be placed in layers not to exceed 8 inches loose lift and compacted to at least 95 percent of maximum dry density and within 5 percent of optimum moisture according to ASTM D-698." Their report also says that "The entrance road passes over what appears to be an existing fill slope adjacent to the Jack Jouett property. We did not drill any borings in this area, but we recommend that the soils in this area be proof -rolled and any soft areas removed and replaced with properly compacted fill." It also says that "Most of the onsite soils are not adversely affected duringconstruction by either wet weather or construction equipment." Gooch Engineering & Testing, Inc. conducted a site specific soils analysis pertaining to the proposed addition areas dated January 28, 2002. This report supports the adequacy of the existing soil for construction of these additions. Gooch Engineering & Testing, Inc. recommends removing all topsoil before compacting any fill in the proposed building location and extending the building footings below the 30-inch frost line for the area. Refer to this report for further information. STORM WATER MANAGEMENT The Rational Method was used to calculate the amount of runoff in both the pre and post -developed conditions for a 10-year frequency storm event. See separate calculations. Pre -developed (for Bldg Addit.): Drainage Area (0.6 Ac.), a runoff coefficient C value = 0.9 and a time of concentration of 6 minutes, intensity of 6.6 inches per hr. the pre -developed runoff Q10 is 3.6 cfs. NOTE: THE BIO-FILTER BMP BASIN WILL BE VEGETATED IN Post -developed (for Bldg. Addit.): ACCORDANCE WITH "OPTION B WILDFLOWER MEADOW" Drainage Area (1.27 Ac.), a runoff coefficient C value = 0.9 and a time of concentration of 7.1 minutes, intensity of 6.2 inches per hr. the post -developed runoff 010 is 7.1 cfs. For the building addition, all runoff will be routed into the proposed storm water drainage system. The proposed flow velocity will approximate that of the existing flow velocity from the existing stormwater system and the proposed pipe outflow will not change from the existing. The velocity is and will be about 4 fps. The outlet pipe has been designed to exit at the some point of discharge which is an existing concrete landing in the woods. In order to release stormwater at about the existing velocity, the pipe sizes have been increased and the downstream pipe has been designed at 0.75% slope. The upstream pipe will be oversized. The top of the straddle structure will have a VDOT std. DI-1 grate for ORIGINAL release of any water build up if that should ever occur and would flow down into the woods in the direction of pipe discharge. GROUND Pre -developed (for Parking Addit.): 3:1 SIDE Drainage Area (0.60 Ac.), a runoff coefficient C value = 0.65 and a time of concentration of 5 minutes, intensity of 7.0 inches per hr. the SLOPES pre -developed runoff Q10 is 2.7 cfs. Post -developed (for Parking Addit.): Drainage Area (0 87 Ac) a runoff coefficient C value = 0.84 and a time of concentration of 5 minutes, intensity of 7.0 inches per hr. the NOTE: post -developed runoff 01'0 is 5.1 cfs. LINE DITCH WITH CLASS AI RIPRAP For the parking lot addition, the runoff from the existing paved area will be treated for water quality and quantity with the proposed pavement. PROPOSED BMP OVERFLOW WEIR This will be done using the Albemarle County biofilter system with stone weir and vegetative groundcover as specified in the latest County Water RECEIVING CHANNEL Protection Ordinance (updated Feb. 11, 1999). N.T.S. The proposed BMP water quality swale is oversized to detain the difference in runoff for the proposed building addition and the parking lot addition. As a result there is no net increase in runoff from the site. The BMP swale discharges by filtering down through the bottom into a gravel under drain that routes water into an existing drainage ditch. The water is released at the same flow rate as that of pre -development conditions. In the event of a 25-year storm, the water is routed over a stone weir into the some receiving channel. The existing channel drains over an existing berm that acts as a level spreader forcing the flow into sheet flow into the wooded area down below. There is no evidence of erosion or siltation currently on site. With the post -developed flow rates being the some as pre -developed flow rates there is no anticipation of erosion or siltation of the existing channel. EROSION AND SEDIMENT CONTROL GRADE ALONG EDGE OF CHANNEL MUST 6 � 3.01fence. Safety Fence (SAF) - A protective barrier installed to prevent access to an erosion control measure. Use orange polyethylene web type CONTAIN FLOW 1' 50% SAND/ 30% TOP 3.05 Silt Fence (SF) - A temporary sediment barrier constructed of posts, filter fabric with wire support fence, placed across or at the toe of a SOIL/ 20% LEAF MULCH slope or in a minor drainage way to intercept and detain sediment and decrease flow velocities from drainage areas of limited size. Silt fence is {SAND: 0.02"-0.04" fi P F M = to be installed along the downhill side of any disturbed area and shall be installed at the same ground elevation through out each run of silt fence. ASTM C33 FINE) U HUMP F. TOP OF WEIR = 557 A"TANT 3.07 Inlet Protection (IP) - The installation of various kinds of sediment trapping measures around drop inlets prior to permanent stabilization of CLEAN -OUT �, o cV the disturbed area. W/ WATERTIGHT CAP �.� oQ shoo ORIGINAL �� F GROUND 3.18 Outlet Protection (OP) - Outlet protection will be placed below storm drain outlets to reduce erosion and under -cutting from scouring at outlets and to reduce flow velocities before stormwater enters receiving channels below these outlets. OUTLET _Is t AGGREGATE i;;l FILTER PROTECTION 3.32 Permanent Seeding (PS) - Establishment of perennial vegetative cover by planting seed on rough -graded areas that will not be brought to CLOTH final grade for a year or more or where permanent, long-lived vegetative cover is needed on fine -graded areas. 8" NON -PERFORATED PVC PIPE AT =-=_-_j� 3.35 Mulching (MU) - Application of plant residues or other suitable materials to disturbed surfaces to prevent erosion and reduce overland flow X-C-- -_-_---_ _-------___-_-_ 1% SLOPE MIN. TO DAYLIGHT - -- _ - "PERFORATED PVC PIPE velocities. Fosters plant growth by increasing available moisture and providing insulation against extreme heat or cold. j: t 3� III I--I� '} 6 AT 1% SLOPE (MIN.) 3.36 Soil Stabilization Blankets and Matting (B/M) - Installation of a protective covering (blanket) or a soil stabilization mat on a prepared -UNDERDRAIN GRAVEL BIOFILTER planting area of a steep slope, channel or shoreline. (AASHTO M43, Y2"-1") � CROSS - SECTION WRAPPED IN FILTER 3.38 Tree Preservation & Protection (TP) - Protection of desirable trees from mechanical and other injury during land disturbing and FABRIC N.T.S. construction activity. Unless otherwise indicated, all erosion and sediment control practices shall be constructed and maintained according to minimum standards and STORMWATER/BMP NOTES: specifications of the latest edition of the Virginia Erosion and Sediment Control Regulations handbook. 1. BMP IS NOT TO BE CONSTRUCTED UNTIL THE SITE IS ADEQUATELY STABILIZED, ACCORDING TO WATER RESOURCES PERSONNEL (804-296-5861). 4(1): Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of 2. SAND/SOIL/LEAF MULCH MATERIAL MUST BE INSPECTED BY WATER RESOURCES PERSONNEL the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant BEFORE INSTALLATION (804-293-5861). (undisturbed) for longer than 30 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 3. THE SAND/SOIL MIX MUST BE STABILIZED WITH SOD ALONG WITH THE TREES AND/OR SHRUBS LISTED ON THE PLAN. 4(4): Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first 4. THE OVERFLOW STONE WEIR SHALL EXTEND TO ORIGINAL GROUND. A RIP RAP ENERGY step in nay land disturbing activity and shall be made functional immediately after installation. DISSIPATER SHALL BE INSTALLED AT THE BOTTOM OF THE WEIR AS SHOWN ON PLANS. 4(5): Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 4(17): Where construction vehicle access routes intersect paved public roads, provisions shall be made to minimize the transport of sediment by (vehicular) tracking onto the paved surface. Where sediment is transported onto a public road surface, the road shall be cleaned thoroughly at the end of the day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. CLASS I RIP -RAP Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual subdivision lots as well as ENERGY DISSIPATOR to larger land disturbing activities. LENGTH = 5.5' 4(18): All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program administrator. Trapped sediment and the disturbed soil areas GRADE ALONG EDGE resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. OF CHANNEL MUST." CONTAIN FLOW TOP OF BMP MANAGEMENT STRATEGIES � �,__�`_�_�� Erosion and sediment control should be discussed between the grading contractor and the owner prior to any excavation so that limits of construction and erosion control methods are clearly understood by both parties. 4� �- Construction will be sequenced so that grading operations can begin and end as quickly as possible. There is to be no tracking of mud or dirt by construction equipment onto any paved drives or roads. V. D. 0. T. N 0. 1- COARSE AGGREGATESediment trapping measures will be installed as a first step in grading and will be seeded and mulched immediately following installation. Seeding or other stabilization will follow immediately after grading. ~�- Areas, which are not to be disturbed, will be clearly marked by flags, signs, etc. FILTER CLOTH After achieving adequate stabilization, the temporary E&S controls will be cleaned up and removed. The BMP will be installed last after permanent stabilization has been achieved. County Engineer must approve sand mixture before installation. NOTE: Filter fabric must be installed around perforated pipe before bedding trench. COARSE AGGREGATE SHALL BE VDOT #3, #357, OR #5 PERMANENT STABILIZATION All areas disturbed by construction shall be stabilized with permanent seeding immediately following finish grading. Mulch (straw or fiber) will be BMP OVERFLOW WEIR A used on relatively flat areas. In all seeding operations, seed, fertilizer and lime will be applied prior to mulching. N . T. S. MAINTENANCE The contractor is responsible for maintaining all erosion and sediment control measures. These shall be checked daily and after each significant rainfall; any deficiencies shall be repaired immediately. ARCHITECTURE INTERIORS PLANNING CONSULTING 207 West Broad Street Richmond, Virginia 23220 804. 788, 4774 P�m 804. 788, 0986 FAx www.bcWh.com JACK J O U ETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTE SVI LLE, VIRGINIA STATE PROJECT #2-95C 0 BCVH, Inc. PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JEH ISSUE DATE: DECEMBER 3, 2001 REVISIONS: Ai JANUARY 7, 2002 (COUNTY COMMENTS) 2� MARCH 6, 2002 (COUNTY COMMENTS) T MAY 7, 2002 (COUNTY COMMENTS) vALTi1 O� 1 U KENNETN E. CARLTON No.025105 z Gti �'4OxAL �± KEY PLAN SHEET TITLE: E&S DETAILS SHEET NUMBER: saw - ■ L T COMPACTED EARTH EXTRA DEPTH // >\ �W NOTE: SEWER LINE EXCAVATED TO EXCAVATION DEPTHS IN EXCESS OF 14 SHALL HAVE STONE BEDDING AND BACKFILL PER SPECS MATERIAL TO A MINIMUM OF 12" ABOVE TOP OF PIPE. 4' MN". D IN. SELECTED HAND -PLACED 12" i COMPACTED BACKFILL SHALL BE FREE OF TOP OF SPRINGIL NE / CLODS & DEBRIS DIA. PIPE OF PIPE D/4 BUT NOT COMPACTED VDOT #10 OR LESS THAN 4" #26 AGGREGATE BEDDING \�j, �/j�7/7/ 77, #57 MAY BE USED IN HIGH ALL PIPE TRENCHES TO WATER TABLE AREAS. BE EXCAVATED TO 12" BEYOND PIPE ON EACH UNDISTURBED SOIL SIDE OF PIPE. NOTE: INSURE THE STONE IS PVC DETAIL UNDERRLY THECOMPACTEDHAUNCHES, OF T HEALLY P PE. SANITARY SEWER BEDDING AND BACKFILL DETAIL FOR PLASTIC PIPE N.T.S. C.I. MH I---24" I.D.- I FRAME & - COVER WATERTIGHT COVER, USE SPECIFIED T SEALER BETWEEN EACH RING. Z Q 0 L ?X;11N UNDER CASTING SEAL Q of 0 z Z 0 0 I 16AND ALL JOINTS WITH BUTYL RUBBER ROPE i= SEALER, AASHTO M-198 Q 0Of w N STEPS SHALL HAVE CONTINOUS ►� _J ALIGNMENT BETWEEN SECTIONS. 01 STEEL STEPS WITH PLASTIC COATING D co EXIST. SLEEVE OR GASKET w J N BENCH FROM CROWN OF PIPE TO WALL Cap 0 Q j 1 JIP 2"-4"/FT. SLOPE 0 +om PROPOSED PIPE a 12„ MIN. �9 �" a q 2500# CONCRETE 00 ° < < n O 509 048" DIA. SUPPORT PIPE TO UNDISTURBED EARTH WITH CONCRETE (MIN. 8" MIN. THICK BED SECTION LENGTH 36" OR TO JOINT) OF CRUSHED STONE VDOT #25 OR #26 NOTE: MATERIALS AND FABRICATION IN ACCORDANCE WITH ASTM C478, CONE WILL BE OF THE ECCENTRIC TYPE. GROUT PIPE INTO MANHOLE WALL. PRECAST CONCRETE STRADDLE MANHOLE (FOR USE ON EXISTING LINES) N. T. S. 2" SURFACE COURSE' PRIME COAT 4" STONE BASE BASE STONE: 4" COMPACTED VDOT 21-B CRUSHED STONE PRIME COAT: RC-250 ® 0.40 GALLONS PER SQ. YD. COVER STONE: 15 LBS. PER SQ. YD. #8 COVER STONE -2A ASPHALTIC CONCRETE SURFACE COURSE: 2" SM NOTE: ACTUAL PAVING SECTIONS TO BE BASED ON CBR RESULTS. TYPICAL PAVING SECTION N.T.S. 3" & ADJ. RIN S T T A NOTES FROM ALBEMARLE CO CONSERVATION PLAN 1. ALL TREES TO BE SAVED SHALL BE MARKED IMTH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS NO GRADING SHALL BEGIN UNTIL THE TREE MARKING HAS BEEN INSPECTED AND APPROVED BY A COUNTY INSPECTOR. 2. TREE PRESERVATION AND PR07EC77ON MEASURES SHALL BF REVIEWED WITH THE CONTRACTOR ON SITE. J. HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN 774E DRIP LINES OF TREES TO BE SAVED. 4. SOIL EROSION AND STORMWATER DETENTION DEVICES SHALL NOT AD AFFECT TREES TO BE SA VED. 5. FIRES ARE NOT PERMITTED IMTHIN 100 FEET OF 7HE DRIP LINE OF TREES TO BE SAVED. 6. TOXIC MATERIALS SHALL NOT BE STORED I07N/N 100 FEET OF THE DRIP LINE OF TREES TO BE SAVED. 7. 7REES TD BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING AC77Vl1Y SHALL BE PROTECTED BY FENCING FENCING SHALL BE /N PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR CONS7RUC77ON. 8. WHEN 7RENCHING /S REQUIRED WI THIN 7HE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR A WA Y FROM 774E 7RUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE 7REE SHALL BE CONSIDERED AS AN AL TERNA TI VE WHEN /T /S AN77CIPA TED 77-IA T NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS 9. PR07EC77VE FENCING SHALL BE THE LAST ITEMS REMOVED DURING 7HE FINAL CLEANUP. 10. DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FER77LIZA77ON OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST. .7-3/4", 3" LONG a 3-#4 REBAR AM EDGE OFSURFACE CONT. (TYP) E N ems" 1=f X.\\7777 /1i >\>x �, 2-#4 REBAR THROUGH WHEELSTOP, SURFACE & NOTE: BASE. MIN. 18" LONG TREATED TIMBER MAY BE USED IN LIEU OF CONCRETE. PRECAST CONCRETE WHEELSTOP SHALLOW Si NOTE #1 NQ BASE STANDARD EXTENDED BASE AVAILABLE IF REQUIRED NOTES: 1. INVERT TO BOTTOM OF BASE = 1.00' NORMALLY, GREATER FOR LARGE PIPE OR STEEP SLOPES. 2. BASE SECTION HEIGHTS - MULTIPLES OF 6" 3. RISER HEIGHTS - MULTIPLES OF 16". 4. STEPS - MA INDUSTRIES PC-1-PF COPOLYMER, POLYPROPYLENE ENCAPSULATED STEEL. 5. MANHOLE SECTIONS - ASTM C478 W/ 0-RING GASKET JOINTS - ASTM C443. BY CONCRETE PIPE & PRODUCTS CO., INC. PRECAST 48" MANHOLE N.T.S. N.T.S. TOP FI ON ICI 1. ALL SIGNS SHOWN SHALL CONFORM TO THE A.D.A. SPECIFICATIONS. 2. ALL SIGNS SHOWN SHALL BE REFLECTORIZED TO SHOW THE SAME COLOR BY NIGHT AS BY DAY. x 3. ALL SIGNS SHALL BE SECURELY MOUNTED ON 0 GALVANIZED STEEL CHANNEL POST. z 4. INSTALL QUANTITY AND :2 AT LOCATIONS REQUIRED BY CODE AND/OR AS o INDICATED ON DRAWINGS. m CONFIRM ALL HANDICAP SIGNAGE CODES. A 2.5' COMBINED CURB AND GUTTER SHALL BE CONSTRUCTED OF ONE COURSE CLASS "AY CONCRETE (AE) CONFORMING TO THE ABOVE SECTION AND SHALL BE THOROUGHLY SPADED IN FORMS AND FINISHED WITH A WOODEN FLOAT. CONCRETE SHALL BE POURED IN 10' LENGTHS WITH JOINTS CUT ENTIRELY THROUGH THE CURB AND GUTTER BY MEANS OF 1 /4" STEEL PLATES. FRONT CURB FORMS WITH 2" RADII SHALL BE REQUIRED. 2. 5' CON C. _ _CURB & GUTTER 1.07' PARKING BY DISABLED PERMIT ONLY VAN ACCESSIBLE N.T.S. NOTE: PROVIDE ADDITIONAL "VAN ACCESSIBLE" SIGNAGE AT LOCATIONS REQUIRED BY CODE AND/OR AS INDICATED ON DRAWINGS. 2" GALVANIZED STEEL PIPE. PAINT TRAFFIC YELLOW. 8" STEEL PIPE W/ CONCRETE FILL. PAINT TRAFFIC YELLOW. FINISHED PAVING a �I a a II I I I I a d 4 A 1'-6" HANDICAP PARKING SIGN N.T.S. PLASTIC/SILT FENCE 0 METHODS OF TREE FENCING TREE PROTECTION N.T.S. J J Q 0 ix w x w FOUNDATION DOWNSPOUT -W.I. STRAP -ANCHOR TO WALL WITH EXPANSION SHEILDS -Cl CLEANOUT "T" BRANCH WITH THREADED PLUG GRADE Cl EIGHTH BEND Cl TO PVC ADAPTER 1\ �- AND INCREASER AS z REQUIRED PVC PIPE N PVC EIGHTH BEND DOWNSPOUT CONNECTION N.T.S. NOTE: CURB FACE MAY BE CONSTRUCTED TO MATCH V.D.O.T. TYPICAL CURB & GUTTER. 1 "R 6' WIDTH PER PLAN -� SLOPE 1/4": 12" -T.,t N tu SIDEWALK AND CURB TO BE POURED MONOLITHICALLY OF ONE COURSE CLASS "A3" CONCRETE (AE) WITH A WOOD FLOAT FINISH. FRONT FACE OF CURB TO BE RUBBED TO A SMOOTH FINISH TO A DEPTH OF 8". CONSTRUCTION JOINTS AT 6' INTERVALS, EXPANSION JOINTS AT 30' INTERVALS FILLED WITH PRE -MOLDED 5/8" JOINT FILLER. FACEDOWN SIDEWALK N.T.S. GRADE WALK TO DRAIN TO PAVEMENA i 561.b5 I U±/ TOP OF WALL TAIL FOR ADDITIVE BI 1 "=10' Notes: When corrugated metal culvert pipe is permitted on the plans, the Contractor will have the option to furnish and install corrugated PE culvert pipe conforming to AASHTO M294 or PVC ribbed culvert pipe conforming to AASHTO F794, provided the diameter of the pipe used is equal to or greater than the diameter of the corrugated metal pipe. GRADE WALK TO DRAIN TO PAVEMENT RAMP (6') WALK EACH SIDE BC=WALK Bockfill Crusher Run Aggregate Size No. 25 or 26, flowable bockfill or compacted soils conforming to AASHTO M145; "The Classification of Soils and Soil Aggregate, Mixtures for Highway Construction Purposes," Group A-1, A-2-4, A-2-5, A-2-6 or A-3 (GW, GP, SW,GM and SM) only. Plastic Pipe 2'-0" (Minimum) HDPE CULVERT PIPE BEDDING VIRGINIA DEPARTMENT OF TRANSPORTATION NERAL NOT 1. TRAFFIC BEARING BOX REQUIRED IN TRAFFIC AREAS. 2. ALL PIPE AND FITTINGS SHALL BE OF SIMILAR MATERIAL. 3. ALL PIPE SHALL BE OF SAME SIZE. 4. NO BENDS ARE ALLOWED IN THE LATERAL FROM THE MAIN TO THE CLEAN -OUT STACK WYE. (EXCEPT AS NOTED) 5. ALL MAIN LINE TAPS ON ACTIVE MAINS WILL BE PERFORMED BY LOCALITY'S UTILITY DEPT. 6. A DROP CONNECTION TO THE CLEAN OUT STACK WILL BE ACCEPTABLE ONLY WHEN THE FOLLOWING CONDITIONS APPLY (A) THE DEPTH EXCEEDS 8 FEET (8) CLEANOUT STACK AND FITTINGS ARE SCH-40 PIPE. 7. LATERAL MUST BE MIN. 15' FROM PROPERTY CORNER. 8. LATERAL SIZE MINIMUM. 4" FOR RESIDENTIAL SERVICE 6" FOR NON-RESIDENTIAL SERVICE. 9. MINIMUM COVER FOR ALL SEWER LATERALS SHALL BE THREE (3')FEET. TEE, WYE, TEE/WYE OR COMBINATION OF WYE & 45' BEND FITTINGS SHALL BE SIZED AS PIPES REQUIRE. MAIN LINE PRIVATE PROPERTY FINISHED GRADE PLASTIC BODY CLEAN -OUT P.U.E. THREADED FITTING-' 3MIN. CLEAN -OUT STACK (4" MIN.) . E r E STATE RIGHT OF WAY OR EASEMENT LINE 4" REMOVABLE THREADED PLUG WITH COUNTERSUNK HEAD CLEAN -OUT TO EXTEND ABOVE GROUND A MIN. OF 1 FOOT DURING INSTALLATION OF MAIN LINE. PLUMBER SHALL CUT STACK TO FIN. GRADE & REPLACE C.O. & PLUG WHEN BUILDING SEWER IS CONNECTED TO LATERAL. - 45' OR 22 1 /2' BELL & SPIGOT BEND (IF NEEDED) 45' WYE & REQUIRED BEND (TEE/WYE NOT ACCEPTABLE) TEE, WYE, TEE/WYE OR (COUNTY COMMENTS) 45°MAX. COMBINATION OF WYE & 45° BEND FITTINGS SHALL BE QJUNE 10, 2002 SIZED AS PIPES REQUIRE. COUNTY COMMENTS) ARCHITECTURE INTERIORS PLANNING CONSULTING 920 207 West Broad Street Richmond, Virginia 23220 804. 788. 4774 mw 804. 788. 0986 FAx --, www. bcwh. corn JACK JOUETT MIDDLE SCHOOL ADDITION & RENOVATIONS ALBEMARLE COUNTY PUBLIC SCHOOLS CHARLOTTE SVILLE, VIRGIN IA STATE PROJECT #2-95C 0 BCWH, Inc. �1/4" PER 1 -0 MINI MINIMUM 5' STUB 4" MINIMUM GRAVEL WITH LEAK PROOF CAP. BEDDING CAP TO BE SUPPORTED FOR TESTING. WHERE P.U.E. ADJOINS PROPERTY LINE, LATERAL MUST BE EXTENDED FULL WIDTH OF P.U.E. SECTION PROPERTY LINE CLEANOUT DETAIL N.T.S. MAIN LINE STUB TO P.U.E. W\ LEAK PROOF CAP. CAP TO BE SUPPORTED FOR TESTING. ENGINEERING)) SURVEYING)) SURVEYING» PLANNING HURT PROFFITT I N C O R P O R A T E D 2524 LANGHORNE ROAD LYNCHBURG VA 24501 800.242.4906 TOLL FREE 434.847.7796 MAIN 434.847.0047 FAX PROJECT NUMBER: 2151 PROJECT MANAGER: KEC DRAWN BY: JEH/JWG ISSUE DATE: DECEMBER 3, 2001 REVISIONS: &JANUARY 7, 2002 (COUNTY COMMENTS) 11MAY 8, 2002 ( 0��� ,p►LTH O6� G U KENNETH E. CARLTON No. 02 105 0'� S'4IONAL KEY PLAN SHEET TITLE: SITE UTILITY DETAILS SHEET NUMBER: vF l0 5(3•,Ar" CJ 0 i�IZ�a 1