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HomeMy WebLinkAboutSDP200800006 Plan - Approved Minor Amendment 2008-07-21I. VICINITY NOT TO SCALE APPROVALS DATE Albemarle County Dept. of Community Development Planner / Zoning: --�—' Engineer: NIA - = Inspections: ✓ Architectural Review Board: IA— Albemarle County Department of Fire Rescue: SHEET ISSUED FOR OWNER REVIEW /APPROVAL SHEET ISSUED FOR CURRENT REVIEW /APPROVAL SHEET PREVIOUSLY ISSUED SHEET ISSUED FOR REFERENCE ONLY SUB - SUBMITTAL ISSUED ISSUED FOR OWNER REVIE�111APPROVALO�sSHEET #SSUED FOR CURRENT REVIEWAPPROVALcazSHEET PREVIOUSLY #SSUEDSHEET ISSUED FOR REFERENCE ONLY�SUB -SUBMITTAL #SSUEDBUL -BULLET#N ISSUEQREV -REVISION ISSUEQCS-1Cover BUL-BULLETIN ISSUED REY-REVISION ISSUED Albemarle County Service Authority: Virginia Department of Transportation: Virginia Health Department: Submittal Type - Reviewed and Approvers by the Community Development Department Date 6? 11 j File# - s s SEAL (CIVIL DRAWINGS CS -1 THROUGH CS -27) ZONING Matthews Development Company LLC One Boar's Head Pointe Charlottesville, VA 22903 LANDSCAPE ARCHITECT i Michael Vergason Landscape Architect 1'102 King St., 2nd Floor Alexandria, VA 22314 Monticello Visitor and Smith History Center STRUCTURAL ENGINEER 0 CVM Engineers, Inc, 85 Old Eagle School Road Wayne, PA 19087 Ayers/Saint/Gross Project No. 20353.04 4/3/06 FINAL SITE PLAN Scottsville Magisterial District, Albemarle County, Virginia M/E/P/FIRE PROTECTION ENGINEERS 0 Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 LIFE SAFETY CODFANALYSIS AND FIRE PROTECTION 0 Rolf Jens:n & Associates, Inc. 3040 Willams Drive, Suite 400 Fairfac, VA 22031-4612 CIVIL ENGINEERING / SITE SURVEY & TRAFFIC 0 Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 LOCATION NOT TO SCALE LIST OF DRAWINGS (34 Sheets Total)lei 3 � O N = SHEET ISSUED FOR OWNER REVIEW /APPROVAL SHEET ISSUED FOR CURRENT REVIEW /APPROVAL SHEET PREVIOUSLY ISSUED SHEET ISSUED FOR REFERENCE ONLY SUB - SUBMITTAL ISSUED ISSUED FOR OWNER REVIE�111APPROVALO�sSHEET #SSUED FOR CURRENT REVIEWAPPROVALcazSHEET PREVIOUSLY #SSUEDSHEET ISSUED FOR REFERENCE ONLY�SUB -SUBMITTAL #SSUEDBUL -BULLET#N ISSUEQREV -REVISION ISSUEQCS-1Cover BUL-BULLETIN ISSUED REY-REVISION ISSUED CS -1 Cover Sheet SheetCS-2 CS -2 General Notes and Critical Slope Exhibit General Notes and Critical Slope ExhibitCS-3 010— CS -3 Existing Conditions Survey Existing Conditions Survey Miscellaneous Exhibits ICS -4 Miscellaneous ExhibitsCS-5 01 1 CS -5 Sediment Control Plan Sediment Control PlanCS-6 CS -6 Sediment Control Notes and Details Sediment Control Notes and DetailsCS-6A 460 CS -6A Sediment Control Notes and Details Sediment Control Notes and DetailsCS-7 CS -7 Site and Grading Plan Site and Grading PlanCS-7A CS -7A Site Details Site DetailsCS-8 CS -8 Layout Plan Layout PlanCS-9 CS -9 Utility Composite Plan Utility Composite PlanCS-10 _ � CS -10 _Stormwater Management Plan CS -11 Storm Drain Profiles Stormwater Management PlanCS-17 Storm Drain ProfileCS-12 Storm Drain ProfilesCS-13 CS -12 Storm Drain Profiles CS -13 Storm Drain Profiles Storm Drain ProfilesCS-14 CS -14 Stormwater Management Details Stormwater Management DetailsCS-15 ieel CS -15 Stormwater Management Details Stormwater Management DetailsCS-16Water CS -16 Water Main Utility Layout Main UtiliLayoutCS-17 CS -17 Sanitary Force Main Utility Layout Sanitary Force Main Utility LayoutCS-18 Wastewater Treatment Plant &Pump Station PlanCS-19 CS -18 Wastewater Treatment Plant &Pump Station Pian CS -19 Drip Irrigation Field Site Plan DriIrrigation Field Site PlanCS-20 CS -20 Reserve Drip Irrigation Field Site Plan Reserve Drip Irrigation Field Site PlanCS-21Water Main Plan &Profile Sta: 10+00 To Sta: 23+00CS-22 CS -21 Water Main Plan &Profile Sta: 10+00 To Sta: 23+00 CS -22 Water Plan Profile S -� t 4+ :++CS-23ain Wplei ' CS -23 Water Main Pian &Profiie Sta: 34+00 To Sta: 41+00 CS -24 Sanitary Sewer Plan &Profiles Planrofile' 34+To1+00CS-24Sanitary Sewer Plan &ProfilesCS-25 • _ - CS -25 Wastewater Treatment Plant Details Wastewater Treatment Plant DetailsCS-26 Drip Irrigation System DetailsCS-27 CS -26 Drip Irrigation System Details CS -27 Water and Wastewater Details Water and Wastewater DetailsL-1 I L-1 Tree inventory, Protection, &Historic Resource Plan Tree Invento,Protection, &Historic Resource PlanL-2 L-2 Tree inventory Plan –Reference Tree Inventory Plan –ReferenceL-3 L-3 Planting Pian -East Planting Plan -EastL-4 L-4 Planting Plan -West Planting Plan -WestL-5 Landscape Lighting PlanSHEET L-5 Landscape Lighting Plan o �v AltCHITT + PANE 3 � O N = SHEET ISSUED FOR OWNER REVIEW /APPROVAL SHEET ISSUED FOR CURRENT REVIEW /APPROVAL SHEET PREVIOUSLY ISSUED SHEET ISSUED FOR REFERENCE ONLY SUB - SUBMITTAL ISSUED ISSUED FOR OWNER REVIE�111APPROVALO�sSHEET #SSUED FOR CURRENT REVIEWAPPROVALcazSHEET PREVIOUSLY #SSUEDSHEET ISSUED FOR REFERENCE ONLY�SUB -SUBMITTAL #SSUEDBUL -BULLET#N ISSUEQREV -REVISION ISSUEQCS-1Cover BUL-BULLETIN ISSUED REY-REVISION ISSUED CS -1 Cover Sheet SheetCS-2 CS -2 General Notes and Critical Slope Exhibit General Notes and Critical Slope ExhibitCS-3 CS -3 Existing Conditions Survey Existing Conditions Survey Miscellaneous Exhibits ICS -4 Miscellaneous ExhibitsCS-5 CS -5 Sediment Control Plan Sediment Control PlanCS-6 CS -6 Sediment Control Notes and Details Sediment Control Notes and DetailsCS-6A CS -6A Sediment Control Notes and Details Sediment Control Notes and DetailsCS-7 CS -7 Site and Grading Plan Site and Grading PlanCS-7A CS -7A Site Details Site DetailsCS-8 CS -8 Layout Plan Layout PlanCS-9 CS -9 Utility Composite Plan Utility Composite PlanCS-10 _ � CS -10 _Stormwater Management Plan CS -11 Storm Drain Profiles Stormwater Management PlanCS-17 Storm Drain ProfileCS-12 Storm Drain ProfilesCS-13 CS -12 Storm Drain Profiles CS -13 Storm Drain Profiles Storm Drain ProfilesCS-14 CS -14 Stormwater Management Details Stormwater Management DetailsCS-15 CS -15 Stormwater Management Details Stormwater Management DetailsCS-16Water CS -16 Water Main Utility Layout Main UtiliLayoutCS-17 CS -17 Sanitary Force Main Utility Layout Sanitary Force Main Utility LayoutCS-18 Wastewater Treatment Plant &Pump Station PlanCS-19 CS -18 Wastewater Treatment Plant &Pump Station Pian CS -19 Drip Irrigation Field Site Plan DriIrrigation Field Site PlanCS-20 CS -20 Reserve Drip Irrigation Field Site Plan Reserve Drip Irrigation Field Site PlanCS-21Water Main Plan &Profile Sta: 10+00 To Sta: 23+00CS-22 CS -21 Water Main Plan &Profile Sta: 10+00 To Sta: 23+00 CS -22 Water Plan Profile S -� t 4+ :++CS-23ain Wplei ' CS -23 Water Main Pian &Profiie Sta: 34+00 To Sta: 41+00 CS -24 Sanitary Sewer Plan &Profiles Planrofile' 34+To1+00CS-24Sanitary Sewer Plan &ProfilesCS-25 • _ - CS -25 Wastewater Treatment Plant Details Wastewater Treatment Plant DetailsCS-26 Drip Irrigation System DetailsCS-27 CS -26 Drip Irrigation System Details CS -27 Water and Wastewater Details Water and Wastewater DetailsL-1 I L-1 Tree inventory, Protection, &Historic Resource Plan Tree Invento,Protection, &Historic Resource PlanL-2 L-2 Tree inventory Plan –Reference Tree Inventory Plan –ReferenceL-3 L-3 Planting Pian -East Planting Plan -EastL-4 L-4 Planting Plan -West Planting Plan -WestL-5 Landscape Lighting PlanSHEET L-5 Landscape Lighting Plan MONTICELLO VISITORS AND SMITH HISTORY CENTER Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 CS -1 S OCOPYRIGHT AYERSISAINTIGROSS 2005 1040 Hull St., Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410,347.8500 202.628.1033 7 - NOTES: P.O. BOX 316 - . . I - ,-,--,, -, W _-, " "', _­ ­-, _, �, _. _', _,__1 X_' ,_­`,­_ -- ,� _­ ____ / � � �1, 11 I I I " � " -, , I _, I ,_ � , � J . I 11 I, " 7 7 7 7" 77 I ,X. 71 ,�;�`,",__, " __ ,_, __­ ", " I 1� "I 4 ',,� "- ", / - 11 , - . . � I i I f , / I I I I , � I i I ��� f � � I -l, , . �11� �,N � ," I I , 11.' ," ` I ,, � , , ,,, , - , / I I � � � - ,_ , _­_ ___/ " 0 ... 111C 1 14. WAIVERS: THE P 11, - , I �,,;, , -'I / '!Z�-- 1 ___ " ­�� 11 , I �� - . "" ", " ", /I , " , - / ', " / e lie I , f ,�T� , e �� �_,' 11 I 11 -/' � I " 11 I , - , t 1, "I"" , " / , I -­_ ,_ X _ ` -_ �, -, , " �,f_,,,�_�" e ,/ " I ", 11 / I I ,,, 11-111" I , I . " I I . 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I I R, -1 ___ -, " ll / , /� , " "' , " 'r I / ,,, ,, 11 / " ,� I I ��,/ /'I 1� , " / A I I I " / / , 11 - ­ - ; ,-l", - 'PM, I , __- I N eu;%l 7­1�\ 1 I, 'ei 2 / I / I .1 I- I ,� I ,,1 - . � � - / �_ -- __ � j ", / f 1A_,k_,__ I,, �,.,,�,, ..- I I . / 7fir , I I lf� \ / " " ,` I.- "', I / _, / / -,- - , ; 11 I I , ,,, Y�,__ 4 , , I , "I ,.1 ye�, - Lif �, I I / � /1" I i'� , qr , I I, ", /' / I I r / - - e / , P I " I ,f /N,f. , ,ii - - -11 - `�51�1 , 11 / ,,, / /,C I / /I e / / I ,el / / � � I I , , � J? it - ._,_,__'__/ �_� ��_, _;5,�.�,,'�'-�,-,Ii'7 - 1\ -11 \ I,-,' 00 / / III I I , ,� / " I e I , ,_,___­_,__, , 1��$ __,� 11 I ,----- )w I � / , / / / f I . Nff, � I I �/ / / I, ,,1 -7* - _­­­­ ,e��f-` :�, ') / I I , I , f_ , � " I 1�,,_ _4 hK, /, -- -'I-.- � ,�#z ,­ I I - I ; I v , ,/ , leie, / I ,/ , _," I, I, , ,�_C/ /' /1, / ,,, " ,,,, ., / - / , I ; / , , I / / � / // "I - �. �Ii,,111 I ,_­��, , ,�,/ ,T� - - e '7 e , / 1� I 1� Z I I " " � , , / I - __�r __`_k4 � , I -, --- I -t- � I'll %/ �/ "A i I ,,, / " , � " / ,,, / / , ,_ I I,ei il, . " !. I , �_�' ",,A, /Z I - I-- t ioe-�, \ / ,I' I ( C, "I"', �_ "�- ". , _1\ I 11 I I ? , 1%, I I , , I I � ,,,,-- ,, / / " ?;, / I " ,,, ""'Z9, / I, , I` / I , I t , t I 1, I � _0 _�`�- ,i __ 1, 1 , �, v ,,,, / " 1 � " / " ei e I ; f I . / ___ ;:� , - N " . �� \ � � / / i! I I I I I I � _� / I " / " �c� � "', / "', , / /", , 'i, " " , " �I / / / / / / I I I- , ,�111,1,,��_, I f- , I-,- ,,,-- 'A - .,�r -,,, I 1, 1 , .-, ,� " � , "I" I-,,'--\ "I'll � f � , , f f " � I, , , / � / , , e " � f ,; "' , IT - � � 11 ,., , "I'll )�c �11� , __ " :,c I � , , f Il, ,,, I'/ , /_ � " I ,�,, , - 1, � I/ I � y gineering 1`_�,_,�), , , ---- - I _k, ro .,,, -,V � '. ,_ / I 111�1,1` / / / ?I I i , . ,�, �,,,�", I I ,,,�_.� \ ­_�, ,�i ,i ")f / i Nl ) � / / , , " / ,,, , � -, / , I ,,i� " 1� I, I " ii ", ,I / �If �, , - I ­_ ,1V I / � , � 11' General Construction Notes for Site Plans � .1 1111,',114`� 1 IX 1111�__ - lf��01' M ,,,+, vl,.,� S��__,W - 11--% �11 1� 14 1 A � �n- /I , / 1� i�jl, ,;gm , / / , I- A / I z -j' "/� ', " I ­// ,,, .., ,,, ,,,',,,,,-"lI,,, , " ", / ", , '?,/', I " / I i, i e / �� , Ik . J� ,�..r-" f I 1 ,7 1 , " I . I , ,,, I , 11 N�, " " I' " I x , / W I - - , _----,*1 - 1AZO ,�, _,f, _\ ....... _,,1�1< � I j�,J / " Q � f j ,, " / 60�­__ k3!- ft.�-�f___ 11 I � � , t le /�>,`) - Nj i � ei j I i / ,/ ',"/ ,- I ,,/ " z��._ ­�_7­3 .,;;;�', �� IV �-,TT- , , __ I;p . .1 ,,, __�? A' IC16,11. i- , , ",� \ % / , V . ^ 'v -, " � -, .41, � , I I- " ,.__ f- %�, <1 , I . 1:1 Y' I , A�-- ,�__ ___'� N, -40 110;? � �, I I f I , I I �/ / 1 ", J, �, ///X/�,/ �1-1__ /`_ I, " ," " " I � 11 I Z " X , I � 92-1 1. Prior to any construction within any existing public right-of-way, including connection to - " TOO 1.1) , 1__ ­`_�� �___ XV I t I I i Ill � , , / / � ,. /" " , ��. ��`111 - -;;" ­ � , '_�, A' ­­ -11 i " � , , . I I 1' if I i ,I � I/ e/ � " I,- "', "' .Z "lil - 11 Z " " I, I, X , _�-- ,,,, ii� N"', 'I f, � 4 , \ "(, I I I I i , � i Z i I I / 11 i if I 11 � I, .,- , l"', , / "i", � / " , I .� 11 " - - �q ,F--,_\ --- 1094- r--,-, � , , � " 3 \ �_ , 4'N I . , any existing road, a permit shall be obtained from the Virginia Department of .<,>n., , "'f_ - I __ _ - , 11 ., - _1� �z �, " I i r � \ i � I ; ( , � , / " / ,,, / / . , I /` 1",�,i'I,,­',, ,,,,- I :��,O' - f. Q0 , _�� ,_ I " - 10 �� I I I � I i I I , I ;, z f , I - ., ,/ -1-1 _. h t I �'. /I / I, � 1 lF­-_ . X -Z,_ . - , , --,-- �-/ , `� , I V If! ­ t! , 11 11) / `fX^ , / I ,I _'11" � I l i 1 I ? i 1 � / ", ",/`/ e I -.-- U , ­ -_ ,A�,,,- I , \ "Ill"" - I _�r I ­_ ,�� 11 ' t , , I Transportation (VDOT). This plan as drawn ay not accurately reflect the requirements I \, - - ,)s, , .<� . � �_ ,_ \,4 f 0 1 I I 1 I � 1 i, ( / " ,_ / , �� , �, �_:1.1_ ___ - '! I ��, . I � \ V 1, I , I I I I 9 � " i I t� ", / ", Il- /I / / ." ,'- , " ',�'Il ""I __________r_ ­(�' . ..... ...... \ "I I ­ � i t I f , � , / m " , kil ", I I I 1 1 I 1 � i , I , 1 1 � , " �, 1, 1, � 11 " 5-75% U :- -� --_ -i- . ...... - __ 11 _vc, , I i \i f � , � f I 1 Ni \ k , \ I I il�, /, 0, 6� , ,.---z- �, , , T--- � I "I , \ - - ­," - v ; I , � ­., .1 ,,, / 1, " 1; tk\14 1 I lk I I I � ', of the permit. Where any discrepancies oc r the requirements of the permit shall govern. -V,, I 1�11 , I Z_"" IP�" i l " � � i I I �( , �// ,,, III` ii � I /, Q ,i,-�, ", �,, I -i \, I , I i , \ , " � , � , \� ", ii �, f -`�', I" -,-,- I- , , ,,,'i, , ,,,, I � � I Z I , 0 � \ � 1 1 1 i 1 � � � t,, \ I \ " �, I" ," - / , " :,"', 'P " I " I'll � � I \ �' I it -IV P, I I I 11 I I � I" // ?� , ,I �'f & ___ , - ,,,�,K- I , __1 i . 11 � 1',11%11�1 ','�,, " �_N \ --- � "'I"- tit, I \ f � /I /I V ,I " �, �i i I � � , , V N , \ �, / (' -, " " /.", " ,- I, I I ,-, - ,�, � I , . I . 11 tk % I . , . ll - V I 1_1 " 11 N -_ � ______ �_, .- ­ Im , \ � -.1 I j fl I/ -I I f i , I f I �\ I \ �7 ) ,­ � , :� , , , _`�' " ��,4 ,f_1 I _� �71 - - 1�_, '111 -0-1, k 1 1 ,,i�, ,,,,,,�,, � ", I , ,�, - , - 1'� il , , - , ,�7�- 1--', k -"5 \N elk 4t�,�,-',,�-:: I �tl Ilk '/, / � , _-� I i � Ill 2. All paving, drainage related materials and construction methods shall conform to current 1"� 1�_ 1, -�_'r - I __1 � �,, ., i � 4 1 11 I , i , I I I I "' 11 I � � ­___ '� , N A�' ___,,� -1' ,,,, -,71_ /\ �, � i, i 11 ji, "I I I l , � I -S�, � 1 I � , i �� - (/ / , - _\ �,v 11 I �, �\ k \ , , i'l -I f, �1.1 � A 1`,"�, __\_1_`�__/ " f �- I iq I I 1 I— ,,, \\ �t I I . - I i ,,, " I -­,��­ 1,1711 I I it . /' -_ '11'1�t �, � f` f ,�e�ym; lx�f I! / �jk / \ \ 'it \ " , \', I,", '\\\\�,,k�,� ,-",-! 6I,�, I , -41 x I - '4,�- 5 _ __ -- _,'-,�� _>fo 11 f 4 / ik � � I_ � I ii I , . I , y A,_", \ \ ( specifications and standards of VDOT unless otherwise noted. -, / , i I I . ,1� 1"', � � I i I - . , % ,"� I I i I 11 , "� , ,N , NN 11 I ;�lig T, Zk_ I ,I I , i I 1 1 � ,� \ , '\.� , ".-, - \ !,�,, " � - J�l . " `Ip , ­_ f , 1, ," I `. "i - fNiI % - if / " / ", ,,',�," dt?" i / i 1 1 __��-­­__�­_­< �', \\ \ , , I \ , - ­ , lif", 11-1 �11 !'�,;t, " _- ��` ��, Z ­�- _:­ 1.1�kll,,,, " \\ � \ , N, I\ I 11 L _ --11 - ' _­ I 'k "­ I 14 ,I 1, 17 I� '1-` �'/ "Yje A,�,"� ll I I 1,,� -41,11'.: ,,,� "I -'- I IINR, I �1 - C, , I I , ',\\\ " - ,,� I k I ,ifi�'k\l , ",_ 1-, ,_,� , I "_ " - 1P __, J - ;I'l , , ll 1,14?� 1, ,_,,.�,,­ ,��, ,�,, , ,,, , 0 \ \\ -� -I I " I \ N , '1� ,\\ 11 � 1 __ , � '��`;_ " ,/ I - 7, - r,y,. � i �:� /I - i2 , , 3. Erosion and siltation control measures shall be provided in accordance with the approved � �, _", / . A, / I I ll_��." ' .1 k, I � �_ ",7 _ , , ,��_11/ I I . b I? 1, \\ ," v ,� ,-,, � , , \ , � %?L',\ I J � e )��111�" � -_��,--! ,--4 1, `�,� , -7-4, -,t, � -, _ _\ "', ­� 1, I 4 ) \ N , f I \1 �, ,I \ " - I I `­,, ,-4', , " , 1, Aor", , / I - lv­_.;;� T___,-%� I ___1_1 1f, � , \ I , � � -,-. I—- ,/ ,,',,' sif I/ \� , erosion control plan and shall be installed prior to any clearing, grading or other conistruction. ___ t I- "I - -- � i I ­N\i -�,�,N,k� " , � No I ­ _�­ .1 l I I , , if % it k t � \ � , � \ " "IN \� �ffi\\�,, -PARKING ANALY _­ ." � 11 N __,\-� " �-, ;�11 / , t . \,. -� \ \ ""X"A "\\\\\, 1, , � 10 -1 " -,, --, i - `-, `\_,I�!,��;>"\o .1-1 ... + <., 91 '\ -1-1 , , i ii� k ,111�,_ / 11 / I / � I , , � I , " �\ " \ \ , , � , l t ,I � � I , � ,� 111.�, " 177!!_? I�C' / I ? , I � I I � , � I I \ , ___ 1, " � __11 > I 11 ��A �, i k � , � , I I I \ - , , , I i � I i , 1 , � I % __N , "., " ; ., ", e 1 I � 1 1 ,\" I -,i � I \ 11 �1 I i I I I � t i , I / 1 � I � \ -,-.--- 'k --r-'., it / lmu ,,,�� \�\ \ � l \ � \ I k� I � I \ �, I \ \ k �, " � " , , , � I I � � % 1. - I / I I , .- I " ,,, t I _,\ I " � � \\' \' \ k". "l I k � [% � , I 11�� I � - " '� "' e, ,I I ,I " / 1�\, � I \ '\ - __ _ , , ,',,,�,�',,,` 11 y . I f . � 1,� I i�l \, / I )�l %,,,,�, ,XX I I -, 11 � \ \I� \ �,, , 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. The maximum 1", 'I N -,, ... \ - ;Mlz��L`tt I 1% Nil, - M _ " ,_, /,��l - , , �,e,,� ,� / \I I I I- - ;" " ,\ " - 'IV -14 UX7 / � , ", lk _-y I 1 6 - RFACE: D. A. #1 =3.44 ACRES, D. A. #2=-O. 85 ACRES. D. A. #3=0. 17 ACRES -1 ��-,k_,,,, ,,��,, t �� 'A -�' -1 - ", /-�7" , , I I 11,/e`,, / i , X\' I � I " , I ,--- `_ �, -, I IN - " I � , I - ,,--,-,,', , , I /� "C - I . 1 I , � , - ... ...... I .. ........... ��.,l I ? I., f� , I , � � 1, I , I ,q,,,,, " I _ry ,4, " � I , ,,I, I " , I )&_� t I It ,,,� "it - / f . , ; allowable slope is 2:1 (horizontal: vertical). Where reasonably obtainable, lesser slopes of �11N,",' -""�, ", 11 ,-,-,-,, \ \ --,--, liC - - \ 1, , " 4 " / le / I/ I , f 4 11 �__ X-, , ", e��, " 11;1 1 1 i�� � �� \ 11 \ 14.11 ,� ­ , �/ i . i 1�1 - - , NT , ,?,. -, III i I I 11 I " ,�k, '�i� ­ 4. / I I � iI � , /I � \t� 1i 't 'It"t I - I I, _,,i. -,, " N � � -� f /` , , , 1, , I , .1 '\\ 01 i,o lloulk \ 0 I ,� I � I � ,11 Ic I --- "', 'y' �Y " 7NN J., 1112 / , I If/ ,:� D.A. #1=1.97 ACRES, D.A. #2=0.85 ACRES, #3=0.17 ACRES 3:1 or better are to be achieved. \Iqe5VII�Nl -�;�k'�6­,, '\ 1�1 _1- - , -� -- , . I I I , �� -, ,,,t j � �j i, i z,-, N't 11, 1, , , `i "I � N,_,'�, __ - If ,-I , " / , 114I fi,� , i ,,'�, \! - , i 11 11, , Z if' I � I I , 'I , _1 , , -.el �I , W � � , , �, , � , 't ­_ '-, IN 11 11!�,, 1."�,�, ,,,� ,� ­_�i� I In o li / / e / I �,,, , . "� , ,�'v , . \ , I I I I �� - ­ A ­ "" " ` � " K "", ' / I , ,� I " \\ /I / ,�l it 4 , . � - I l - )t�,;'�,�,�', __1 , I I,, \ " \ I I I , , �� \ , , " � , � I f 'i / / _111111- __1141V � l, 0`6 u 4 T- ' �% k B'i\ I I ; �,..t____,__ __) 1 , ) I I , if - 1�,�., "I'll 1 \p"'mms ­­ fl, , ""' �c � Ic* / 1�_ f I I ,� I i,,'111� , I , _� "I , . I L � / , , I I " � 1, I- - " )i � 1, 1�1 I 11, � f, �, 'k i 1/,(/ I 11,% >1, I� e�� , , � ,,, - �� ,I ,� 11. - � , - � -_ ,�, , , - 11 � � � , 6�1y­ f IF,, I ,\,- ­ � "I ­ e 2 .t I , it e, Itj i N, "I I , , I I � k , � I I I � I 11, If -,w- I , ,tI )50 I �, Ol I / e , I ", I , �- 4�- " ,� �,5 \, N� , 1. / I 1 5. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the , �j I -1 �, -, - � I " \ I tK'hi! llihl� i i � \ / ti, I - � " , , , __ _� L� V *-/, ,N, V , f I I if X i 1 ,,� I , j! fI � j � i 'I . \ - � -_,� ,,� '�� -v' , , , _ ,i � ,; I \ lMf, I 1-11 � \ , , -,, Y' Z� � / / "I , , � , .*,, � I ,,, W '�' , " , , \,,,�N�l I t I �t le f i - \ t I I �_ I , ----,' ,;f -_ , � If I � I / �,, 1 f I i h I r7l, ," 1 1 ,,, I 11 Albemarle County Director of Engineering, or the Director's designee, it is deemed `�-_ ­, ', ­', 'k _e -_,_o . " ,,,, \ - / / � Ill'i 1 l, , , \ \1 I I ��\`�`% 1� �', \ V, \\% . - ZI. \ \1 i - .. )Ir ,.,. �/% � � � I � � / � ',l"', \ __ \ I- -- I I , 6, - saf4p, 1 "I I - / ( " �, � ;, I I-, A-\ ...... � �t � I 13 rder to stabilize a drainage channel. -::z- - -- ,,, , -," , ,_ -, I ,.� ei I t) / / / / j f i IN -,, --,\� , i I t, H1111, I '� ' -THE AERIAL TOP necessary in o , �, " jN, �'�' " ­A�I-Q, j /___ ... I 11. . �" � _\ , I 6 1 "I' �� -N_,,_1 11 I '11, )II, I q, I i�� i -I' \ "I'll' \, '�I I, , f,!�� t � \ \\ , - , " � N, , , � , -1 11 , ­� __'� I I -,,, - - -- L1110 �j I / e , , "�� \ " \ , � o �C,�,,_�,_7�l� - / �� -, Y I � I - - I " �`i, \ 1%�11 , , " \ " '� \, \1 ;� _,_'­':"` N, - - , ) I � , I 1� -"4 ,� f I l I ,,, N I \' , " " -- Vk I \, ." , � � i A - �, - I \ , _ ` / � I �, t, -, Llf, I _� , 1��', �` ;,� 11 i 11 I , , I -, \ \ -I"",- 4- , <q&\, �, � \ if' __', , / 'I , ", ,�, � �I I le I II, , , k� 111, 1, `,, A OBTAINED 6. All traf fic control signs shall conform with the Virginia Manual f or Unif orm Traf fic �'\ \ � � �� � �"\,"_ ­ I - _­ , _'�, ", N II, II/ 01,�V 1. /,�, i, ", I � -�`t / . I I ,,, g-, i j tf I \. !R 11 k ., \ , � )I 1� ,,� 1 l �, � / I _, ­ 1,ic 11 ,\ I , ,("' ,!, J - , /I �,,Z,",,',',',/ / / �' -'',q e /l,"I I �iit I \ � �, � \1 \ _� I ;\ 11�1 , 1 " " \ , t I , � I t I I f i� Control Devices. , "", , t � ; i. � �`i , - ��," ;e j gn 1 , I I \ ,\ i it '. \� "I ­��g,,m If 1-1 --.."I , �, ,,,, ,,, 4 1 \ ,� -,.,I ly - ._"�', I 1* - I - I -ell- - � I , I Ill, '' ", " , Ir"Tt f i5i 1 I 11 , I - - , , , , f , � I k i ; ) IN V � \ I � . , ?, / yi` , i ly I, �, Wt%,,,/ � ! "'.11 �hkvlij!,, li( I " \� \ � " I , i I/ ,� - " 11 , // ,� "t , , \ � \ \/' I I -, � � - �,_-,, -,,� �N,, - I __- -1 1-11 ,!"','.171 i, I I - I U"", ,,3 I / / ,- , '1 / / / �t T�u, , 'If i �i �,-i� - Z I � I \\ 1\1 11. \ \\�,\\ I., � 1, j 'I , I I 1 , " I I " / 'I 'pf t - I i 1�,�' ,l'ifip I ,� 1 / I � -, \ I \ "' \;i, N, . 7. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 11 1. 11 I \ f ,� , \ i � I' 11- '. 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N I ;,�,;- _��_, � ,�"� ,�� " 1'f�_ ��,�,,� , , �:IINII ?0 't, ��, I—- I . \ : .,;� I N I �_ I . Nk-- ,0",7�1�1 1 0 ,,Z��_ � - - _,­� c 1� �U - -_�_j�- ��, , -% 4". � �,�_, �, - . I I I I ,. � I I . I I , � I I �, I I The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.0.13ox 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 . 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers . 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road � Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER � Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL � Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 1 202-332-8442 � i � 202-332-3021 -./P I'm 4 4;wl -4 _W_,,,,,,f- 11 rjjijta�d ­­ . Reviewed and Approved by the Community, Development Department Date � � � � //O - 9 ------- .�_ File#- _�Z> � ��_ (0- . - - - igna Lire ______,_i____, ,V ,- - , "" __-, '_'� ___ � -, � ...... . ___=, KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERSISAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 - 410.347.8500 202,628,1033 GENERAL NOTESAND CRI TICA L A OPE EXHIBI T Job Number 20353.00 Drawn By DAM �,�111.1�.�llill"�.�1.11�'ll'-�'I'�,,�,�1,11.11,���,�_,: Drawing No. CS -2 Date 41312006 Scale As Noted 7 N 0 3 2 z- 0 VO ry L7, W to �X LU In o, Vin UD Lo z G / O O N (n O q -o io 0 11 Cn OW N O o E'' GENERAL NOTE.41 1 -THE TOPOGRAPHIC AND UTILITY INFORMATION SHOWN HEREON, WAS OBTAINED FROM SURVEYS PROVIDED BY WELFORD ENGINEERING ASSOCIATES DURING FEBRUARY \ \ s\\�\ \ \ \\ \ — /r ,— , \ /%/� / / / % f / / II I I I I I I I 2004 AND RECORD DATA OBTAINED BY RK8,K DURING FEBRUARY 2004. THIS INFORMATION \\ \ \ \ MAY NOT REFLECT CURRENT CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR UTILITY INFORMATION TO NIS/HER OWN SATISFACTION. TO VERIFY CURRENT TOPOGRAPHIC AND L I .2.BENCHMARK DATUM: NAVD 88, AND NAD 83/93, VIRGINIA STATE PLANE, SOUTH ZONE U.S. SURVEY FOOT. IX. AIN LD \ \\ _ _ _ _ _.--. -- _, ____ .,, -' ,,.. / � / / � ° / / / / • ° / 6 / / // {/ (I r I i 11 � // / 1 l l! t �� � �\, ,\\ � _/--,.-., ! \ \ \ -- ----._ __ _^ -- / — � 660 f _•--"/--- / 1 . / // / / // / / / / / // / I ,�` � � ' 1 lf!�LA� X652, X6526 -• I I / ° { / ` t I ` I / ° � � �� � /i / � h Z. L 1 / � � 64t. 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CIS � / I . ss2.a7 / / / // \ 610 W / // /j/ s EXISTING SANITARY SEWER / / // / ' I \ ` i / ✓ , ' /� /�y /i /// EXISTING WATER t X 570 I ' EXISTING UNDERGROUND ELECTRIC APPROXiMA'FE LOCATION %G *NW, o ��iPPiN C'/E EXISTING OVERHEAD ELECTRIC I - X.-2 EX. #M9 ESMT. / �k11 OMAS ON PKWY 2EV 8.69 NG TELEPHONE w..+r 1 E? _____ � / / PLAT /81820D80 � , (APPROX) e qp /T �c "2902 7Z!1`l90- %A' T EXISTING UNDERGROUND TELEPHONE rd11JL`.l\� 1 I I I 1 X592.1 D�P &65 043 �t 565 I I I I a I \ / �--_. PROPERTY LINE i 111 \ 564.5 — -- — — ----- \ \ X MATCfTT TMF SEE TAIPT nW LE -`T \\ { I ` ` '' — / / —/` 2• \ 8 C / / / // SANITARY LINES,,. � TQRA i/ i / i 5 osN - � 95_ ,, ._- —` 1 //DENSE // I I 4, APPROX. LOCATION EXISTING ELECTRIC \ f \ \� -,�,�_ i—"' SERVICE ON GUaBPHONE ARDRAIL X557.7X561.7 / / l i / )11�/' \ \ \ ; 111 � � � � � � ° - _fes - ° ---- %-// // // ____ ,-- ✓- — -_ � 55 f_ __---- � ` , X3- l! I I `,' \ �\ \ — STQRAGJ M XSE6.5 // / yy9 545 \ I BUILDIN:i / \ / / / / /// / / /q { � I -- � � \ , \ ` ' \� \ \ 3 . %--- � X 5� ,app/ --// —_._—�-------—-- —//i / �/ , �-------• -'" /'W.tJ.t,iM-/ —___ ---/ jj// / // " / L— -- ` \ I \\ \ \ / / / r�//— _ /// '� /— ' % ApO / ✓ APDX -DATION -, i SANITARY LINES y - / ON ' CT 4/IX} X5429 X / 34 6 ✓ HON X540.2 57Z2TAFF UILDING �1 ELECTIM APPROX AFF �i� ,– SIDEN 1 / 1 i -'/ , �- — — — � INIMUM \ \ , _ — / 2MU� / l ( ��� ,,.� /�i�j ,I. �/ �/ -- /'�� �� �h \ / ��� — — -A D BUFFER � � /// - a i- l l (1 f J ' ' — / // // /// / �� \ \ \\ • \ \ \ \ \ \ \\ 3 / APROX.,LOCATi EAST. SANITARY NE DECK N\ of 40' 80' 120' / .SANITARY LINES SCALE IN FEET L K J H G F E D C B A 0.�-� t nlo Monticello Visitor and Smith History Center Thomas Jefferson Foundation, Inc. P.O. Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIViL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 SEAL n Number I Date I Revision Submittal i yPe Reviewed and Approved tjy the Comm it D®velopment Department Date. _�'t " KEY PLAN FINAL SITE PLAN ARCHITECTS T + PLANR: ©COPYRIGHT AYERS/SAINTIGROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 — 410.347.8500 202.628.1033 EXISTING CONDI TIONS St!', VEY Job Number 20353.00 Drawn By DAM Drawing No. CS - 3 Date 4/3/2006 Scale As Noted Final THOMAS JEFFERSON FOUNDATION, INC. MONTICELLO HISTORIC DISTRICT ZMA 04-05 PROFFER STATEMENT The following parcels are subject to rezoning application ZMA 04-05 and thus to this proffer statement: tax map parcels 78-22,78-23,78-25, 78-28A, 78-28B, 78-29, and 79-7A (the "Property"). The Applicant and Owner of the Property is the Thomas Jefferson Foundation, Inc. (the "Foundation" or the "Owner"). The Owner hereby voluntarily proffers that if the Albemaxle County Board of Supervisors acts to rezone the Property to Monticello Historic District as requested, the Owner shall develop the Property in accord with the following proffers pursuant to Section 15.2-2298 of the Code of Virginia, 1950, as amended, and pursuant to Section 33.3 of the Albemarle County Zoning Ordinance. These conditions are voluntarily proffered as part of the requested rezoning, and the Owner acknowledges that (1) the rezoning itself gives rise to the need for the conditions; and (2) such conditions have a reasonable relation to the rezoning requested. If rezoning application ZMA 04-05 is denied these proffers shall immediately be null and void and of no further force and effect. This Proffer Statement shall relate to the application plan -shown on sheets AP -1 through AP4, each dated June 1, 2005, of the'plans entitled "Monticello, Thomas Jefferson Foundatiorl, Inc., Albemarle County, Virginia, Zoning Map Amendment Application Plan, ZMA 04-05, June 1, 2005," which sheets are attached hereto as Exhibit A (the "Application Plan') and also to the terms of Section 8.5.5,3 of the Albemarle County Zoning Ordinance as in effect on the date of this Proffer Statement, a copy of which Section 8.5.5.3 is attached hereto as Exhibit B, 1. The Owner will convey easements on certain portions of the Property and on tax map parcel 78-31A for incorporation of such easement areas into the Rivanna River Greenway Trail Park, on the terms and conditions contained herein: a. The Foundation shall convey easements to the County encumbering the portions of tax map parcels 78-28B and 79-7A (collectively, the "Shadwell Quarter Farm") and 78-31A (the "Lego Quarter Farm") that are contiguous to the Rivanna River and consist of the real property defined in the Federal Emergency Management Agency national flood insurance maps as land within the 100 -year flood plain on the north side of the Rivanna River (individually, the "Shadwell Easement Area," and the "Lego Easement Area," and collectively, the "Easement Areas") for the exterision of the County's Greenway Trail Park within the Easement Areas. A$ COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5823 Fax (434) 972-4126 April 21, 2005 Michael Matthews Matthews Development Company LLC One Boar's Head Pointe Charlottesville, VA 22903 RE ZMA 04-05 - Planned District -Monticello Historic District (PD-MHD) — Tax Map 78, Parcels 22 (Monticello), 23, 25, 28A, 2811, 29; and Tax Map 79, Parcel 7A AND ZTA-04-03 — Planned District — Monticello Historic District (PD-MHD) Dear Mr, Matthews: The Albemarle County Planning Commission, at its meeting on April 12, 2005 unanimously recommended approval of the above -noted petitions to the Board of Supervisors. Action on ZMA 2004--05 The Planning Commission unanimously recommended approval of ZMA 2004-05, Monticello Historic District (MUD), with proffers along with the five waivers as -requested by the applicant and including engineering conditions (Staff Report Attachment G). Action on ZTA 2004-03 The Planning Commission unanimously recommended approval of ZTA 2004-03 Monticello Historic District (MHD). Please be advised that the Albemarle County Board of Supervisors will review both of these petitions and receive public comment at their meeting on June 8; 2005. Any new or additional information regarding your application must be submitted to the Clerk of the Board of Supervisors at least seven days prior to your scheduled hearing date. If you should have any questions or comments regarding the above noted action, please do not hesitate to contact me at (434) 296-5832 ext. 3439. Sincerely, Rebecca Ragsdale Senior Planner Planning Division Cc: Thomas Jefferson Memorial Foundation P 0 Box 316 Charlottesville, VA 22902 Ella Carey Amelia McCulley Jack Kelsey Steve Allshouse imf sir ��1.YIl�1�I1Y11! 1 � !lett R>•M�► Y couroarm PIAT attoma OPEN SPACE 'EASM&XT CONTALt Q 4£7.78 ACRES THE EASEHBNT L3 OVER A P41MON OF PROPERTY HEWNGIN, THE THQUAS 1EF*T=01t YEMORUL FO LOCATED ALONG'STATE ROt1T8'53 At =OTTSYtEL,E MAGMERLAL DIM ALRD1 � std Ar�X_WVNTY. VilMM 99caffin 1. 20" I � r~Eur�aww�n,iwra� I �7r�i.�wr< awa�i rn :tet i - - Crry0F CHARL0TrE5V11LE A r' VtCini£Y Map �— _� b. The easement on the Shadwell Quarter Farm shall be conveyed after an easement or land dedication is conveyed to the County for the County's Greenway Trail Park by the owners of tax map parcel 78-33D for the extension of the greenway trail through that parcel, upon the request of the County and as soon thereafter as the Foundation can reasonably cause an easement plat to be prepared, prepare the deed of easement in a form reasonably agreeable to the Foundation and the County, and complete any other administrative matters associated with such easement. c. The easement on the Lego Quarter Farm shall be conveyed within six months after request by the County, or as soon thereafter as the Foundation can reasonably cause an easement plat to be prepared, prepare the deed of easement in a form reasonably agreeable to the Foundation and the County, and complete any other administrative matters associated with such easement. d. The easements shall be subject to the terms of existing encumbrances and easements of record, including, but not limited to, the Deed of Easement conveyed to the Virginia Department of Historic Resources ("DHR") of record in the Clerk's Office of the Albemarle County Circuit Court in Deed Book 1970, page 412, and the Deed of Easement conveyed to the Virginia Outdoors Foundation ("VOF") of record in the aforesaid Clerk's Office in Deed Book 2894, page 76, each as applicable. e. The easement on the Shadwell Quarter Farm shall be previously approved in writing by DHR and/or VOF, as applicable, with regard to any portion of the Shadwell Easement Area which is subject to the Deed of Easement from the Foundation to DER or the Deed of Easement from the Foundation to VOF. f. The Foundation may expressly reserve the following: (i) a right of access for ingress and egress to and from the Easement Areas from other parcels the Foundation owns for the benefit of the Foundation; (ii) an easement for drainage from any of the Foundation's stormwater control facilities through the Easement Areas; (iii) for riparian rights in the Rivanna River for the benefit of the Foundation; (iv) the right to physically restrict access by the public to other portions of the Shadwell Quarter Farm and the Lego Quarter Farm, or any other parcels the Foundation owns, as may be necessary or appropriate in the Foundation's discretion to protect any historical artifacts or features on such parcels; and (v) for crossings of the greenway trail and use of the Easement Areas outside of the greenway trail for other purposes reasonably stipulated by the Foundation, including but not limited to interpretation of historically significant areas that may be present within the Easement Areas. g. The Foundation may expressly reserve in the Shadwell Quarter Farm deed of easement a right of access for the benefit of the County through the COUNTY OF ALBEMARLE Department of Community Development, Current Development Engineering Plan Review To: Rebecca Ragsdale From: Glenn Brooks Subject: Monticello, proposed zoning text amendment, and rezoning with various waivers Date plan received: 3 Mar 2005 Date of comment: I4 Mar 2fl05 There are no engineering comments regarding the Zoning Text Amendment, Regarding the Zoning Map Amendment, approval is recommended with the comments below on the waivers. Critical Slopes waiver: The grade islands in between existing parking areas are a negligible area of critical slopes. These are part of the parking area and anticipated to be changed with parking area improvements. 'there disturbance has no significant affects, The slope proposed downhill of the new parking, offices and service areas may be more problematic and will require special attention during construction, with fabric matting, reinforced silt fence, and plantings. This area occurs at the edges of the site where slopes willi be constructed from the pavement. It comprises approximately 6,37 acres, in bands of up to 40' width. The disturbed area will be larger when sediment trapping facilities are placed downhill for temporary erosion control. The addition of sediment trapping facilities may brinlg the area of disturbance up to 6.5 acres. The requirements of section 18-4.2 are adequately Addressed in the application package. Approval of the critical slopes waiver is recommended, with the following condition. 1. Additional erosion control measures will be required with newly constructed slopes, to include matting, wire -reinforced silt fence, sediment traps, and other measures as may be necessary, at the discretion of the county engineer. Waiver to exceed required grades in parking areas and travelways: The travelways without parking, proposed at the steepest point as a 12°fo grade to the offices and service areas, are well below the 16% maximum grade of the private road standard, which is used for comparison. The grade in the employee parking area next to the office and service areas will be at a maximum of 7% grade, measured from the contours shown on the concept grading. With this condition for final plans, and considering the existing panting area grades of up to 10%, the waiver can be supported. (It is noted that the Zoning Ordinance standard prior to 2603 allowed a 7% grade in parking areas, derived from 5% and 2% grades in petpendicular directions.) It is also noted that the administrative campus site would need these waiver, as currently shown. This waiver is recommended for approval with the following condition: O Shadwell Quarter Farm in an area reasonably agreeable to the Foundation, for access to and from the Shadwell Easement Area for greenway trail maintenance and for emergency purposes, provided that no activities inconsistent with the Deed of Easement from the Foundation to DHR or the Deed of Easement from the Foundation to VOF shall be carried out within the Shadwell Easement Area. h. The Foundation shall not be responsible for the construction, operation, maintenance, expense or policing of the Easement Areas as portions of the County's Greenway Trail Park. i- Upon the approval of ZTA 2004-03 and ZMA 2004-05, employees, agents and independent contractors of the County shall have reasonable access to the Easement Areas for purposes of planning the greenway trail, provided that no earth shall be disturbed, nor any vegetation -cleared within the Easement Areas without the prior consent of the Foundation, and provided further that no activities inconsistent with the Deed of Easement from the Foundation to DHR or the Deed of Easement from the Foundation to VOF shall be carried out within the Shadwell Easement Area. j. The County shall notify the Foundation at least six (6) months prior to disturbing any land within the Easement Areas. Upon such notice, the Foundation will either cause a Phase I archeological study to be conducted at its expense within the Easement Area proposed for disturbance if the Foundation deems such a study necessary, or it will authorize the County to move forward with such planned land disturbance. L The trail surface shall be not more than 10 feet wide within a clear zone (12 feet wide and 8 feet high), shall be unpaved and shall utilize only natural materials. The trail will be a "Class B" trail pursuant to County standards. 1. The precise location of the trail within the Easement Areas will be mutually agreed upon by the Foundation and the County. in. Any construction, grading or other disturbance by the County within the Shadwell Easement Area must be approved in advance in writing by DHR with regard to any portion of the Shadwell Easement Area which is subject to the Deed of Easement from the Foundation to DER, or VOF with regard to any portion of the Shadwell Easement Area which is subject to the Deed of Easement from the Foundation to VOF. n. The Foundation will be responsible for the administrative costs of drafting the deeds of easement, the easement plats, any surveys of the Easement Areas, and recordation costs. 3 Monticello Engineering Comment Page 2 of 2 1. A maximum grade of 7% is to be used for parking areas, and for travelways abutting parking spaces, A maximum grade of 12% is to be used for travelways not abutting parking spaces. Grades are to follow, those generally shown on the concept plans. Waiver of proposed buffer requirement: It is noted that the applicant owns the property being buffered. The narrow plan may necessitate off-site grading, which would not be a comun in this case. Waiver for curbing required in parking areas: Approval is recommended in keeping with the rural area nature and current development of Monticello. This treatment would be similar to what is intended for existing rural area churches. Below are some comments regarding issues which will be reviewed with final plans, should the ZMA be approved. (These were given in previous correspondence, and it does not appear that storrnwater concept plans have changed.) There is some concern with a proposed rain harvesting reservoir that it be emptied -between significant rainfalls. This may depend on size and demand. - It would be preferable to use the basin/biofilter area shown on the concept grading plan for detention, rather than an underground system, which u more difficult to maintain. In any case, a vehicular road to the facility will be needed on final plans. - For the Administrative Campus, the bio -filters proposed alongside the parking area do not appear to be situated effectively. The County has had problems with similar facilities placed perpendicular to the grade, Difficulties getting drainage to such facilities is anticipated on final plans. It would be preferable to have a central facility placed in the swale common with the library property, downstream of the proposed parking area. One way to address these concerns with the ZMA would be to use a note or condition to accompany the application plan, such as; 1. The concept Stormwater Management and BMP measures may change significantly with final plans. Final plans are to provide equal or benu;r stormwater treatment and attenuation, and any new concepts are subject to ap roval by the county engineer. MO ■TICELLV HISTORIC 77- DISTRICT a �'r-!', P.16emarie County, IflEglnia �i "" THE LLMIISOFTHEVARt0U5 PROPERTIES WI'TH CONSTeFUFE1HE MOIRICELIOHISTONCfAANCT (PDiAND1 AS5HOWti ON THIS PLANARERASEDONACCNd81NAF10ti ��7 \��� OFTAXtAAP RiFOpMAnONAN00?HER a APPLICATION PLAN NOTE: DRAWING AP4 OF 4 FOR ADMINISTRATIVE CAMIPUS IS NOT INCLUDED IN THIS SUBMITTAL W o. If the County has not commenced construction of the greenway trail within the Lego Quarter Farm within 20 years of the Foundation's conveyance of the casement thereon, and completed such trail within 22 years of the conveyance, upon request by the Foundation, the County shall release all of its interest in the easement, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Area. p. If the County has not commenced construction of the greenway trail within the Shadwell Quarter Farm within 20 years of the Foundation's conveyance of the easement thereon, and completed such trail within 22 years of such conveyance, upon request by the Foundation, the County shall release all of its interest in the easement, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Area. q. If the County terminates the greenway trail program, upon request by the Foundation, the County shall release all of its interest in the easements, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Areas. r. When negotiating the deeds of easement pursuant to this paragraph 1 of this proffer statement, the County and the Owner may mutually agree to modify the terms and conditions hereof, 2. Prior to the approval of a final site pian for the proposed Monticello Visitors Center as shown on the Application Plan, the Owner shall make improvements to the existing Monticello exit onto Route 53 as necessary to provide for the turning movement of a "BUS -45" vehicle onto Route 53 without crossing the opposing lane of traffic, to the reasonable satisfaction of the Albemarle County Engineer and the Virginia Department of Transportation. WITNESS the following signature: THOMAS JEFFERSON FOUNDATION, INC. By. - aniel P. Jordan, P side t 4 �.toa A��i COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5823 Fax(434)972-4126 July 27, 2005 Michael Matthews Matthews Development Company LLC One Boar's Head Pointe Charlottesville, VA 22903 RE: ZMA 04-05 - Planned .District -Monticello Historic District (PD-MHD) — Tax Map 78, Parcels 22 (Monticello), 23, 25, 28A, 28B, 29; and Tax Map 79, Parcel 7A AND ZTA-04-03 — Planned District — Monticello Historic District (PD-MHD) Dear Mr. Matthews: The Board of Supervisors approved your above -noted rezoning and zoning text amendment applications on June 8, 2005. Your rezoning from the Rural Areas (RA) to the Monticello Historic District (MHD) was approved in accordance with the attached proffers dated May 10, 2005. These proffers relate to the application plan dated June 1, 2005. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervs4ois took action on the projects noted above, no new uses on the property as approved above may lawfully begin, or existing uses expanded, until all applicable approvals have been received and conditions have been met. This includes-. •compliance with applicable PROFFERS; • approval of and compliance with a SITE PLAN; and + approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Keith Lancaster at 296-5832. Sincerely, Dv_a;y._.. David 13, 1Benish Chief of Planning COMMONWEALTH OF VIRGINIA CITY/COUNTY OF&1QpLA to wit: The foregoing instrument was acknowledged before me this L dally of 2005 by Daniel P. Jordan, as President of the Thomas Jefferson Foundation, c) j My Commission expires: Q otary Public 5 Cc: Thomas Jefferson Memorial Foundation P O Box 316 Charlottesville, VA 22902 Amelia McCulley Tex Weaver Chuck Proctor Steve Allshouse Keith Lancaster Sarah Baldwin Bruce Woodzell (Real Estate) �, zr• H' .t ii�s� '`�'�" �m w° Tc+�'�i£ `a�>xA� l ..\ 9sk' „>SYa°%, *, �,� tD{n.,,n' ki4E La' h`•+Tx £ .. . . .`��- ".k to �a• :"? '�"_." i T � p i '3�..Yr��'y� ar : vL� ��Y`"a�P�.ft7� 3�- A2yty-t ,y, , u�y �l tC'.3'``i "`�e`5x •� ,�p�-� .��,, d � -'��. ��$ `.k?�ss`��`""�'L•�y,,�,s �i ��p,��* � .�, d+z`F�d�� ss,,�.ifr�r���..?'Mi������ T � z, 0i��' fir'- fF •)_^•Lk4 :"'al ..�. a�,$� ��fsi, �y5s'�k r��- r.�° � � �,\. , L - K J H G F E D C B A t . lit Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 ARCHITECT • Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St,, 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number I Date Revision �ubm�!�It�y_pe Reviewed and Approved by the Community 0-velopment Department Date 077 File # KEY PLAN ARVCHITEC75#PLANNER-1.15 OCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 I Street NW, 6th Fic Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 Miscellaneous Exhibits Job Number Date 20353.00 112312006 Drawn By Scale DAM As Noted Drawing No. CS -4 LAND USE SUMMARY ZONE TOTAL OPENW"E OPENSPACE ACflFS fiN 'Cl LIN%} NOtes TOFAI: BW 931 95.%) 1, ALL PROPOSED_DCATIONSF0.451TEfMPROVEMFNlS/HEN'OYA,,ONSJBE- 7. THIS SITE IS NOT LOCATED WTVIN A RESEAVOIRYOVATFASHED. CREATIONS WANSIONSAREAPPROIUMATERND FCNIIUUSTRATPA PURPOSES & PARTOF THIS SIR LITS VATHIN A DESIGNATED vxC-YEARFLOODPVJN. PIAN {VA$OBTAIIWED BYFEMAFLOODWAY AAFAPPIIOhTMATEPNO kP IOFA ONLY. 2. THISPFANISPARTOFFHEXTAA2004J5WGNINGA"UCATION. - INFORMATION SHOLtlNON T,4IS MM)PANFL Z456),DRTED-T2-T6-80. SUCHTEMpORARYFAOUTiESNIMAYBEREQUNEDTO t,iHENVAfRERSARO\'f ROU`iOEOTOTNENFAPEST1YItOLEACflE.TOTPI SN£ACAEAGEEQUALSW6 J-. O,1— 3.0AFUM: USGS 9. PLANiCKLUDES MAINTAIN ONGOINGOPEEATIOMS DURINGCONSTTRUCTION OF NE4YFAOUTIES. 2THELAND USE StAIMARYWCLUDFS 76erhunazleNmunraundaWR,lnt 4. TOPOGHAPH:CMFORMATKMF90MLOVISAAERAL5URVEYS,i.NNERAL,VA, lO. PtAN1NCLUDFSTHE USE OFSEWERAGESYSTEtASI AS NEEDEDANDAS DEVELOPMENT OF APPROAIMATEL'I 21 ACRESTN P,O, 8. 316 OATE0:10126/96. PLATS OF RECORDLOCATEDINTHECOONTY APPROVED BY THEVIRGIMAD£PARTMENT OF HEWTH. iHEV451TO85CtTTERANDSERYKECOMfIE;' APPROXIMATFLY4ACRESINiNSADMNISN(ATIVE Chaltottes»IIe,Vuginia 13902 S.ED, NOARYt,,oAfAAT10NfR0M AEC ORDSROOMANDFAOMCOUNFYTA%MAYS, ii.p0(VMENTATION OFDEAIOt{T,ONS OA flEMOYAELS OF EAIIi0.E PERMANENT COMPLE14APPR0%1MATELYIOACRESONTHE 6.EKSWG71141NG: flURALAREA(R0.]PROP05fD30N1NG: PCAN\EDOISTRIIT- STFUCIUAESSHALL FOLLOWTHE At0U't !NFOP,Af4DAPPAMMATELYZACPES RIE, MANiYCELtO HiSTOP.ICDiSTRiCT{PD-MHD). - PLAN. ATSHADWELL. T� NOTE: DRAWING AP4 OF 4 FOR ADMINISTRATIVE CAMIPUS IS NOT INCLUDED IN THIS SUBMITTAL W o. If the County has not commenced construction of the greenway trail within the Lego Quarter Farm within 20 years of the Foundation's conveyance of the casement thereon, and completed such trail within 22 years of the conveyance, upon request by the Foundation, the County shall release all of its interest in the easement, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Area. p. If the County has not commenced construction of the greenway trail within the Shadwell Quarter Farm within 20 years of the Foundation's conveyance of the easement thereon, and completed such trail within 22 years of such conveyance, upon request by the Foundation, the County shall release all of its interest in the easement, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Area. q. If the County terminates the greenway trail program, upon request by the Foundation, the County shall release all of its interest in the easements, at no expense to the Foundation, unless the Foundation and the County shall agree to another permissible use by the County for the Easement Areas. r. When negotiating the deeds of easement pursuant to this paragraph 1 of this proffer statement, the County and the Owner may mutually agree to modify the terms and conditions hereof, 2. Prior to the approval of a final site pian for the proposed Monticello Visitors Center as shown on the Application Plan, the Owner shall make improvements to the existing Monticello exit onto Route 53 as necessary to provide for the turning movement of a "BUS -45" vehicle onto Route 53 without crossing the opposing lane of traffic, to the reasonable satisfaction of the Albemarle County Engineer and the Virginia Department of Transportation. WITNESS the following signature: THOMAS JEFFERSON FOUNDATION, INC. By. - aniel P. Jordan, P side t 4 �.toa A��i COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, Room 227 Charlottesville, Virginia 22902-4596 Phone (434) 296-5823 Fax(434)972-4126 July 27, 2005 Michael Matthews Matthews Development Company LLC One Boar's Head Pointe Charlottesville, VA 22903 RE: ZMA 04-05 - Planned .District -Monticello Historic District (PD-MHD) — Tax Map 78, Parcels 22 (Monticello), 23, 25, 28A, 28B, 29; and Tax Map 79, Parcel 7A AND ZTA-04-03 — Planned District — Monticello Historic District (PD-MHD) Dear Mr. Matthews: The Board of Supervisors approved your above -noted rezoning and zoning text amendment applications on June 8, 2005. Your rezoning from the Rural Areas (RA) to the Monticello Historic District (MHD) was approved in accordance with the attached proffers dated May 10, 2005. These proffers relate to the application plan dated June 1, 2005. Please refer to these documents for any future applications and requests on this property. Please be advised that although the Albemarle County Board of Supervs4ois took action on the projects noted above, no new uses on the property as approved above may lawfully begin, or existing uses expanded, until all applicable approvals have been received and conditions have been met. This includes-. •compliance with applicable PROFFERS; • approval of and compliance with a SITE PLAN; and + approval of a ZONING COMPLIANCE CLEARANCE. If you have questions or comments regarding the above -noted action, please do not hesitate to contact Keith Lancaster at 296-5832. Sincerely, Dv_a;y._.. David 13, 1Benish Chief of Planning COMMONWEALTH OF VIRGINIA CITY/COUNTY OF&1QpLA to wit: The foregoing instrument was acknowledged before me this L dally of 2005 by Daniel P. Jordan, as President of the Thomas Jefferson Foundation, c) j My Commission expires: Q otary Public 5 Cc: Thomas Jefferson Memorial Foundation P O Box 316 Charlottesville, VA 22902 Amelia McCulley Tex Weaver Chuck Proctor Steve Allshouse Keith Lancaster Sarah Baldwin Bruce Woodzell (Real Estate) �, zr• H' .t ii�s� '`�'�" �m w° Tc+�'�i£ `a�>xA� l ..\ 9sk' „>SYa°%, *, �,� tD{n.,,n' ki4E La' h`•+Tx £ .. . . .`��- ".k to �a• :"? '�"_." i T � p i '3�..Yr��'y� ar : vL� ��Y`"a�P�.ft7� 3�- A2yty-t ,y, , u�y �l tC'.3'``i "`�e`5x •� ,�p�-� .��,, d � -'��. ��$ `.k?�ss`��`""�'L•�y,,�,s �i ��p,��* � .�, d+z`F�d�� ss,,�.ifr�r���..?'Mi������ T � z, 0i��' fir'- fF •)_^•Lk4 :"'al ..�. a�,$� ��fsi, �y5s'�k r��- r.�° � � �,\. , L - K J H G F E D C B A t . lit Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 ARCHITECT • Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St,, 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number I Date Revision �ubm�!�It�y_pe Reviewed and Approved by the Community 0-velopment Department Date 077 File # KEY PLAN ARVCHITEC75#PLANNER-1.15 OCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 I Street NW, 6th Fic Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 Miscellaneous Exhibits Job Number Date 20353.00 112312006 Drawn By Scale DAM As Noted Drawing No. CS -4 ,,, I ­-, , "� ,- 11 �1, ­­ . _­ . - ,�, �/ , / , � 7, , � I / � I / / t " -! 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P.0.13ox 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 11 02 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MID 21217-4250 410-728-2900 410-728-2834 � STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MID 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 __ - I " ? , I -11- _­ ­- -11, 1W, ,Z_�".__4_� , ­, r", "-,�g��7A7�tn �,,�,,,��,,,�'�7�,�,��,���,-,"i,'�,,��,;",�,,,,��',',-,�'�,��",,�,,�,�,�',-��-',�,�,�ir"', _-,,,,-,,,_ I" �,�_, ,� I ,'I _� _�_., ) I � e ""Ill' _,_,,­_,_ ­­ �, ­ I �, ��_ e ­ _�Ir_, "" ­---­ ­___ ­__­' I � '.,�� - "I'l-'ZI�1"I'�', ", 1-�-�"","",.�14-,��r,",",,.',�-', ­ -, j- LI ­­ _ � 1 - "."', I'#- MIT OF DISTURBANCE / GRADING , , , �; '­"�` 11"�`,P"'v � _ __ '' _ �? -'s" �1, --z _,__ � __ , I I f % ,"',k`�7-,,',,Z -,,-��1"4""-"�,.;'�,-�---"-."",-,'I , ,- - SEAL ­­ , , z,, ­­ - �, - `:_,,_'��­�- -­ ­­ � _ ,,�' _­­ ­_ -_ � , I; - I I �"I.i: ',�� " � R ­, "I I f, _�" I � i � �.,k,-",:-z��,_, -, - � I I " � ,�,_ ,��"',r,�,',,",�, _�,,,;-1�-,, '' -1 -;----111-. i ­­­­_ ­ ,-,,,I . -11111-- "I, �_' �", _��,�, __1111 , __­­�­ " __ � - _ __ ffil� �,!, " - ­' I , � ­�, ___I,__ � - - - - 1-,.,.-,-_- , 11-T , , _. - - - -, - i, s i'� ��_ �� _ , _. 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I I '='��­-­ ,,, ." �, I � I � / , � _­ � /I ; \ " " i, ."', __-, _z __,___'::_ ,�_ � ", "'.1 "' I'. �111 ",, � k� 1� ,_ \ �,,��, '­­ , I , , "�' � ". � � ,�, 11" III ) I , 11�,� ',."? \l- - -, "I'll _-A / ,� , % , �� '\ I I 1 I � I , �, ­­_ I— 1, " I 1, " � 11 \ ... " \ , I . I �, 1, - I - ­.­-­, � i I I I I I t I L I I ,, I I I - I I I I I L I K i H G F E D C B � A SF SILT FENCE 5' WOOD OR STEEL POST FILTER FABRIC 107 s' FLOW FROM DISTURBED AREA POST FILTER FABRIC mss. Ll, 4" TRENCH OF A SILT FENCE Albemarle County Engineering General Construction Notes for Erosion Control Plans ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 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 inspection. 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 -9i 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 immediately. 3" DIAMETER INTAKE FROM SUMP PUMP PST PORTABLE SEDIMENT TANK END OF BARRELS CUT TO ACT AS RAPPI PIZ (NP) OR SIMILAR, WELDED END TO END ELEVATION NOT TO SCALE 2"x 4" i CRADLE 12" CLEAN OUT SLLOT (APPRC)X.) -� f t IT ni IT llnrTERIOR i GIl CROSS SECTION A -A INOT TO SCALE TEMPORARY SEEDING SPECIFICATION'S APPROX. DIA. 3/4 BARREL END TO ACT AS BAFFLE FEBRUARY 16 THROUGH APRIL 30: USE ANNUAL RYEGRASS AT 60 TO 100 LBS/ACRE. MAY 1 THROUGH AUGUST 31: USE GERMAN MILLET AT 50 LBS/ACRE SEPTEMBER 1 THROUGH FEBRUARY 15: USE A 50-50 MIX OF ANNUAL RYE AND WINTER RYE AT 50 TO 100 LBS PER ACRE PERMANENT SEEDING SPECIFICATIONIS ACCEPTABLE SEEDING SEASON: MARCH 15–JUNE 1 (CONSULT L.A. FOR SPECIAL MEASURES IF SEEDLING IS REQUIRED AT OTHER TIMES) RECLAIM NATIVE ROUGH MIX (LOFTS–PENNINGTONI SEED): 60% HARD FESCUE 20% LITTLE BLUESTEM 10% CHEWINGS FESCUE 10% BLUE FESCUE AT 200 LBS/ACRE MULCHING SPECIFICATIONS STRAW OR HAY AT A RATE OF 2 TONS/ACRE. MUST BE ANCHORED. SPREAD WITH MULCH BLOWER OR BY HAND. INLET PROTECTION CONSTRUCTION SPECIFICATIONS 1, SILT FENCE DROP INLET PROTECTION A. SILT FENCE SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS FOR "EXTRA STRENGTH" FOUND IN VESCH STD & SPEC. 305, TABLE 3.05-B AND SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS. B. STAKES SHALL BE 2 x 4 -INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. C. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 -FEET APART, AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 -INCHES DEEP. D. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2 x 4 -INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 1 1/2 FEET ABOVE THE DROP INLET CREST, E. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH 12 INCHES OF COMPACTED SOIL. F. FASTEN FABRIC SECURELY BY STAPLES OR WIRE TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. G. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE DOWNSLOPE SLIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. 2. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER A. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, WITH THE ENDS OF ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF 4 -INCH, 8 -INCH AND 12 -INCH WIDE BLOCKS. THE (BARRIER OF BLOCKS SHALL BE AT LEAST 12 INCHES HIGH AND NO GREATER THAN 24 INCHES HIGH. B. WIRE MESH SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCKS. WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. C. STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK BARRIER, AS SHOWN. AGGREGATE GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. D. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE BLOCKS, CLEANED AND REPLACED, IP STORM DRAIN INLET PROTECTION •ar � i• s r rii7iir+rrrr/iiiir iirria/rir �ruuiiuiiiriirr � 1�/riiilii/ii■/.r�{ �---�------ iii I ! i 111 Lir/irirrrririr■■iirrrr .iiiiiiiiiiii. ii/----- ••ta•-et•tt. GATHER EXCESS FABRIC AT CORNERS DROP INLET SEDIMENT FILTER SILT FENCE CONSTRUCTION SPECIFICATIONS TV .., i 1, SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, 9• WHEN WIRE SUPPORT IS NOT USED, EXTRA -STRENGTH FILTER CLOTH NYLON, POLYESTER OR ETHYLENE YARN AND SHALL BE CERTIFIED BY SHALL BE USED, POSTS FOR THIS TYPE OF FABRIC SHALL BE PLACED A • � . s�� f . —�-tt THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING MAXIMUM OF 6 -FEET APART (VESCH STD. & SPEC. 3.05, PLATE 3.05-2). REQUIREMENTS: THE FILTER FABRIC SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE t i OF THE POSTS USING ONE INCH LONG (MINIMUM) HEAVY-DUTY WIRE PHYSICAL PROPERTY TEST REQUIREMENTS STAPLES OR TIE WIRES AND EIGHT INCHES OF THE FABRIC SHALL BE FILTERING EFFICIENCY ASTM 5141 75% (MIN.) EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO TO EXISTING TREES. TENSILE STRENGTH AT VTM-52 EXTRA STRENGTH- 10. IF A SILT FENCE IS TO BE CONSTRUCTED ACROSS A DITCH LINE OR 20% (MAX,) ELONGATION* 50 LBS./LIN.IN. (MIN.) SWALE, THE MEASURE MUST BE OF SUFFICIENT LENGTH TO ELIMINATE STANDARD STRENGTH- 30 LBS./LIN.IN. (MIN.) ENDFLOW, AND THE PLAN CONFIGURATION SHALL RESEMBLE AN ARC OR HORSESHOE WITH THE ENDS ORIENTATED UPSLOPE (VESCH STD. & SPEC. FLOW RATE ASTM 5141 0,2 GAL./SQ.FT,/MIN. (MIN.) 3.05, 3.05-2). EXTRA -STRENGTH FILTER FABRIC SHALL BE USED FOR THIS APPLICATION WITH A MAXIMUM 3 -FOOT SPACING OF POSTS. ULTRAVIOLET RADIATION ASTM 4-26 90% (MIN.) 11. THE 4 -INCH BY 4 -INCH TRENCH SHALL BE BACKFILLED AND THE SOIL STABILITY % COMPACTED OVER THE FILTER FABRIC. * REQUIREMENTS REDUCED BY 50 PERCENT AFTER 6 MONTHS 12, SILT FENCES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFUL OF INSTALLATION, PURPOSE, BUT NOT BEFORE THE UPSLOPE AREA HAVE BEEN PERMANENTLY STABILIZED. 2. SYNTHETIC FILTER FABRIC SHALL CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT A TEMPERATURE RANGE OF MAINTENANCE 0` F TO 120` F. 3. POSTS FOR SILT FENCES SHALL BE EITHER 4 -INCH DIAMETER WOOD (PINE) PER LINEAR FOOT STEEL (STANDARD U OR '•T 1. SILT FENCES SHALL BE INSPECTED IMMEDIATELY AFTER EACH RAINFALL OR 1.33 POUNDS SECTIONS) WITH A MINIMUM LENGTH OF 5 FEET, STEEL POSTS SHALL HAVE AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REQUIRED PROJECTIONS FOR FASTENING WIRE TO THEM. REPAIRS SHALL BE MADE IMMEDIATELY. 4. WIRE FENCE REINFORCEMENT FOR SILT FENCES USING STANDARD 2. CLOSE ATTENTION SHALL BE PAID TO THE REPAIR OF DAMAGED SILT STRENGTH FILTER CLOTH SHALL BE A MINIMUM OF 14 GAUGE AND SHALL FENCE RESULTING FROM END RUNS AND UNDERCUTTING. HAVE A MAXIMUM MESH SPACING OF 6 INCHES. 3. SHOULD THE FABRIC ON A SILT FENCE DECOMPOSE OR BECOME 5. THE HEIGHT OF A SILT FENCE SHALL BE A MINIMUM OF 16 INCHES ABOVE INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE BARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED SECTIONS) THE ORIGINAL GROUND SURFACE AND SHALL NOT EXCEED 34 PROMPTLY. INCHES ABOVE GROUND ELEVATION. 4, SEDIMENT DEPOSITS SHOULD BE REMOVED AFTER EACH STORM EVENT. 6, THE FILTER FABRIC SHALL BE PURCHASED IN A CONTINUOUS ROLL CUT THEY MUST BE REMOVED WHEN DEPOSITS REACH APPROXIMATELY ONE TO THE LENGTH OF THE BARRIER TO AVOID THE USE OF JOINTS. WHEN -HALF THE HEIGHT OF THE BARRIER. JOINTS ARE NECESSARY, FILTER CLOTH SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST, WITH A MINIMUM 6 -INCH OVERLAP, AND 5, ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE SECURELY SEALED. IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THE EXISTING GRADE, PREPARED AND SEEDED. 7. A TRENCH SHALL BE EXCAVATED APPROXIMATELY 4 -INCHES WIDE AND 4 - INCHES DEEP ON THE UPSLOPE SIDE OF THE PROPOSED LOCATION OF THE MEASURE. 8. WHEN WIRE SUPPORT IS USED, STANDARD -STRENGTH FILTER CLOTH MAY BE USED. POSTS FOR THIS TYPE OF INSTALLATION SHALL BE PLACED A MAXIMUM OF 10 -FEET APART (VESCH STD. & SPEC. 3.05, PLATE 3.05-1). THE WIRE MESH FENCE MUST BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAST ONE INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO TRENCH A MINIMUM OF TWO INCHES AND SHALL NOT EXTEND MORE THAN THE 34 INCHES ABOVE THE ORIGINAL GROUND SURFACE. THE STANDARD - STRENGTH FABRIC SHALL BE STAPLED OR WIRED TO THE WIRE FENCE, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. THE FABRIC SHALL NOT BE STAPLED TO EXISTING TREES. SF SILT FENCE 5' WOOD OR STEEL POST FILTER FABRIC 107 s' FLOW FROM DISTURBED AREA POST FILTER FABRIC mss. Ll, 4" TRENCH OF A SILT FENCE Albemarle County Engineering General Construction Notes for Erosion Control Plans ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 Erosion and Sediment Control Regulations. 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 inspection. 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 -9i 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 immediately. 3" DIAMETER INTAKE FROM SUMP PUMP PST PORTABLE SEDIMENT TANK END OF BARRELS CUT TO ACT AS RAPPI PIZ (NP) OR SIMILAR, WELDED END TO END ELEVATION NOT TO SCALE 2"x 4" i CRADLE 12" CLEAN OUT SLLOT (APPRC)X.) -� f t IT ni IT llnrTERIOR i GIl CROSS SECTION A -A INOT TO SCALE TEMPORARY SEEDING SPECIFICATION'S APPROX. DIA. 3/4 BARREL END TO ACT AS BAFFLE FEBRUARY 16 THROUGH APRIL 30: USE ANNUAL RYEGRASS AT 60 TO 100 LBS/ACRE. MAY 1 THROUGH AUGUST 31: USE GERMAN MILLET AT 50 LBS/ACRE SEPTEMBER 1 THROUGH FEBRUARY 15: USE A 50-50 MIX OF ANNUAL RYE AND WINTER RYE AT 50 TO 100 LBS PER ACRE PERMANENT SEEDING SPECIFICATIONIS ACCEPTABLE SEEDING SEASON: MARCH 15–JUNE 1 (CONSULT L.A. FOR SPECIAL MEASURES IF SEEDLING IS REQUIRED AT OTHER TIMES) RECLAIM NATIVE ROUGH MIX (LOFTS–PENNINGTONI SEED): 60% HARD FESCUE 20% LITTLE BLUESTEM 10% CHEWINGS FESCUE 10% BLUE FESCUE AT 200 LBS/ACRE MULCHING SPECIFICATIONS STRAW OR HAY AT A RATE OF 2 TONS/ACRE. MUST BE ANCHORED. SPREAD WITH MULCH BLOWER OR BY HAND. INLET PROTECTION CONSTRUCTION SPECIFICATIONS 1, SILT FENCE DROP INLET PROTECTION A. SILT FENCE SHALL CONFORM TO THE CONSTRUCTION SPECIFICATIONS FOR "EXTRA STRENGTH" FOUND IN VESCH STD & SPEC. 305, TABLE 3.05-B AND SHALL BE CUT FROM A CONTINUOUS ROLL TO AVOID JOINTS. B. STAKES SHALL BE 2 x 4 -INCH WOOD (PREFERRED) OR EQUIVALENT METAL WITH A MINIMUM LENGTH OF 3 FEET. C. SPACE STAKES EVENLY AROUND THE PERIMETER OF THE INLET A MAXIMUM OF 3 -FEET APART, AND SECURELY DRIVE THEM INTO THE GROUND, APPROXIMATELY 18 -INCHES DEEP. D. TO PROVIDE NEEDED STABILITY TO THE INSTALLATION, FRAME WITH 2 x 4 -INCH WOOD STRIPS AROUND THE CREST OF THE OVERFLOW AREA AT A MAXIMUM OF 1 1/2 FEET ABOVE THE DROP INLET CREST, E. PLACE THE BOTTOM 12 INCHES OF THE FABRIC IN A TRENCH AND BACKFILL THE TRENCH WITH 12 INCHES OF COMPACTED SOIL. F. FASTEN FABRIC SECURELY BY STAPLES OR WIRE TO THE STAKES AND FRAME. JOINTS MUST BE OVERLAPPED TO THE NEXT STAKE. G. IT MAY BE NECESSARY TO BUILD A TEMPORARY DIKE ON THE DOWNSLOPE SLIDE OF THE STRUCTURE TO PREVENT BYPASS FLOW. 2. BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER A. PLACE CONCRETE BLOCKS LENGTHWISE ON THEIR SIDES IN A SINGLE ROW AROUND THE PERIMETER OF THE INLET, WITH THE ENDS OF ADJACENT BLOCKS ABUTTING. THE HEIGHT OF THE BARRIER CAN BE VARIED, DEPENDING ON DESIGN NEEDS, BY STACKING COMBINATIONS OF 4 -INCH, 8 -INCH AND 12 -INCH WIDE BLOCKS. THE (BARRIER OF BLOCKS SHALL BE AT LEAST 12 INCHES HIGH AND NO GREATER THAN 24 INCHES HIGH. B. WIRE MESH SHALL BE PLACED OVER THE OUTSIDE VERTICAL FACE (WEBBING) OF THE CONCRETE BLOCKS TO PREVENT STONE FROM BEING WASHED THROUGH THE HOLES IN THE BLOCKS. WIRE MESH WITH 1/2 -INCH OPENINGS SHALL BE USED. C. STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK BARRIER, AS SHOWN. AGGREGATE GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. D. IF THE STONE FILTER BECOMES CLOGGED WITH SEDIMENT SO THAT IT NO LONGER ADEQUATELY PERFORMS ITS FUNCTION, THE STONE MUST BE PULLED AWAY FROM THE BLOCKS, CLEANED AND REPLACED, IP STORM DRAIN INLET PROTECTION •ar � i• s r rii7iir+rrrr/iiiir iirria/rir �ruuiiuiiiriirr � 1�/riiilii/ii■/.r�{ �---�------ iii I ! i 111 Lir/irirrrririr■■iirrrr .iiiiiiiiiiii. ii/----- ••ta•-et•tt. GATHER EXCESS FABRIC AT CORNERS DROP INLET SEDIMENT FILTER r FILTERED WATER BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER TEMPORARY STONE CE CONSTRUCTION ENTRAl'CE CONSTRUCTION SPECIFICATIONS 1. THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. 2. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICA– TIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SUR– FACE WATER UNDER ENT-RANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A "MOUNTABLE" BERM WITH 5:1 SLOPES WILL BE PERMITTED. EXISTING GROUND EXISTING GROUND 5:1 EXISTING PAVEMENT VDOT #1 COARSE AGGREGATE FILTER —� CLOTH SIDE ELEVATION MOUNTABLE BERM (OPTIONAL) TV .., i vt1�T► �tqi ' #� 11 • � . s�� f . —�-tt �—•til• �i�—t i ' =.i—.� t•- •�=+ t t • r ltl�i� t i r FILTERED WATER BLOCK AND GRAVEL DROP INLET SEDIMENT FILTER TEMPORARY STONE CE CONSTRUCTION ENTRAl'CE CONSTRUCTION SPECIFICATIONS 1. THE AREA OF THE ENTRANCE MUST BE EXCAVATED A MINIMUM OF 3 INCHES AND MUST BE CLEARED OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL. THE FILTER FABRIC UNDERLINER WILL THEN BE PLACED THE FULL WIDTH AND LENGTH OF THE ENTRANCE. 2. FOLLOWING THE INSTALLATION OF THE FILTER CLOTH, THE STONE SHALL BE PLACED TO THE SPECIFIED DIMENSIONS. IF WASH RACKS ARE USED, THEY SHOULD BE INSTALLED ACCORDING TO MANUFACTURER'S SPECIFICA– TIONS. ANY DRAINAGE FACILITIES REQUIRED BECAUSE OF WASHING SHOULD BE CONSTRUCTED ACCORDING TO SPECIFICATIONS. CONVEYANCE OF SUR– FACE WATER UNDER ENT-RANCE, THROUGH CULVERTS, SHALL BE PROVIDED AS REQUIRED. IF SUCH CONVEYANCE IS IMPOSSIBLE, THE CONSTRUCTION OF A "MOUNTABLE" BERM WITH 5:1 SLOPES WILL BE PERMITTED. EXISTING GROUND EXISTING GROUND 5:1 EXISTING PAVEMENT VDOT #1 COARSE AGGREGATE FILTER —� CLOTH SIDE ELEVATION MOUNTABLE BERM (OPTIONAL) PLAN VIEW � DUST CONTROL PER VESCH STANDARD AND SPEC 3.39 3. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC OF CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY EN– COUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RE– SISTANT, AND CONFORM TO THE PHYSICAL PROPERTIES NOTED IN VESCH 3.02, TABLE 3.02-A, MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PRE- VENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWASHING OF EXISTING STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF MANY STRUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR. INTO STORM DRAINS MUST BE RE- MOVED IMMEDIATELY USE OF WATER 'TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROADS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. FIL,SECTION A -A REINFORCED CONCRETE 6'-7" L K J H G F E D C B A MIN. MIN. IM er Nf Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Sox 316 Charlottesville, VA 22902 ARCHITECT 0 Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL INumberl Date I Revision KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 SEDIMENT CONTROL NOTES AND DETAILS Job Number Date 20353.00 513012006 Drawn By Scale DAM As Noted Drawing No. CS -6 TV .., !,� �i� vt1�T► �tqi ' #� 11 r ltl�i� . r PLAN VIEW � DUST CONTROL PER VESCH STANDARD AND SPEC 3.39 3. THE FILTER CLOTH UTILIZED SHALL BE A WOVEN OR NONWOVEN FABRIC OF CONSISTING ONLY OF CONTINUOUS CHAIN POLYMERIC FILAMENTS OR YARNS OF POLYESTER. THE FABRIC SHALL BE INERT TO COMMONLY EN– COUNTERED CHEMICALS AND HYDROCARBONS, BE MILDEW AND ROT RE– SISTANT, AND CONFORM TO THE PHYSICAL PROPERTIES NOTED IN VESCH 3.02, TABLE 3.02-A, MAINTENANCE THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PRE- VENT TRACKING OR FLOW OF MUD ONTO PUBLIC RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL STONE OR THE WASHING AND REWASHING OF EXISTING STONE AS CONDITIONS DEMAND, AND REPAIR AND/OR CLEANOUT OF MANY STRUCTURES USED TO TRAP SEDIMENT ALL MATERIALS SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES ONTO ROADWAYS OR. INTO STORM DRAINS MUST BE RE- MOVED IMMEDIATELY USE OF WATER 'TRUCKS TO REMOVE MATERIALS DROPPED, WASHED OR TRACKED ONTO ROADS WILL NOT BE PERMITTED UNDER ANY CIRCUMSTANCES. FIL,SECTION A -A REINFORCED CONCRETE 6'-7" L K J H G F E D C B A MIN. MIN. IM er Nf Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Sox 316 Charlottesville, VA 22902 ARCHITECT 0 Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL INumberl Date I Revision KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 SEDIMENT CONTROL NOTES AND DETAILS Job Number Date 20353.00 513012006 Drawn By Scale DAM As Noted Drawing No. CS -6 7 6 5 4 2 r-1. 1 2 ACRES OR LESS OF DRAINAGE AREA 173 o ap�v a _ U� v o%pq o 00 O t)oc 00� 000 O o0 0 0°0 Ql7�-p O°o0 c o°o p�t71�p O4i0 0 0°o Q OHO o o°o OO�o �a0 00 FILTER CLOTH ° a (OPTIONAL) (DOWNSTREAM VIEW) VDOT *1 COURSE AGGREGATE FLOWX2:7 Pe) 00 000 oo" �Oo� aOgO o�Oo 00 oU°o o°o O o o°oa� O$O o opo 0 0 o ac o 00 0 0o a c�o0 0„ CFO°°�f�c�o�n°�c�o°,°�a�°�°��c��na�- 2-10 ACRES OF DRAINAGE AREA 7-j O�OOK 0Q0 oQ%CQQt°Q O�Q(}O(01 ° - 4 Q�Q 000Qo0QQQ�QO FILTER CLOTH ° °O°° ° (OPTIONAL) (DOWNSTREAM 'VIEW) VDOT *1 COURSE AGGREGA 0 t CJ 0� )01 - FLOW 0 °goM-D6 O 00 OO 00 0 0 . � O°apo 0 0 0— O�? °O - \�M °0006. o0 oo 0 0 0 00(' - O Oo 0 0 0 Oo CLASS 1 RIPRAP ROCK CHECK DAM NOT TO SCALE COMPACTED SOIL 4.5' MIN. PROVIDE GRASS STABILIZATION PER VESCH STD. & SPEC, 3.17 FLOW TEMPORARY DIVERSION DIKE NOT TO SCALE CREST OF STONE ORIGINAL OUTLET STRUCTURE-, GROUND ELEV. ASE67 CU. YD./ACRE STONE OUTLET `Vx DRY STORAGE STRUCTURE LOW POINT OF EXCAVATED AREA 1.0' V-6" 2' -6f' ' -6f' I 67 CU. YD./ACRE Q WET STORAGE t:: FILTER CLASS I (EXCAVATED) d- CLOTH RIPRAP AGGREGATE COARSE CROSS SECTION OF OUTLET CLASS I RIPRAP LEN —_.GTN y (1N s 00 I IN AGGREGATE COARSE FILTER �-- � ''-�CLOTH�"_ EXCAVATED � AREA COARSE AGGREGATE SHALL BE VDOT *3, *357, OR *5 OUTLET (PERSPECTIVE VIEW) TEMPORARY SEDIMENT TRAP NOT TO SCALE TEMPORARY SEDIMENT TRAP #1 DATA: DRAINAGE AREA = 1.29 ACRES WET STORAGE: REQUIRED=2335 CF PROVIDED=2624 CF DEPTH=4' —0" (ELEV. 570 TO 574 ) BOTTOM DIMENSIONS=12'X36' DRY STORAGE: REQUIRED=2335 CF PROV I DED=2336 CF DEPTH=2' —0" (ELEV. 574 TO 576 ) BOTTOM DIMENSIONS=20'X44' STONE OUTLET CREST ELEV-=576-0 STONE OUTLET BASE ELEV.=574.0 TOP OF EMBANKMENT ELEV.--577.0 ORIGINAL GROUND ELEV. STANDARD DETAILS ACCORDANCE WITH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, 1992 L K J H G F E D C B A (V - Monticello Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 ARCHITECT i Ayers/Sai nt/Gross, l nc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL U INumberl Date I Revision Submi#tai Typ€: Reviewed and Approved by the Community Development Department Date 7 .. s IIo'_--- File# KEY PLAN ARCHITECTS + PLANNER: ©COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 SEDIMENT CONTROL NOTES AND DETAILS ,Sob Number Date 20353.00 5/30/2006 Drawn By Scale DAM As Noted Drawing No. CS -6A 7 = = 4 2 I CD N IIICELL, NOTES MATERIAL LEGEND I SITE LEGEND IIItPAVING I]EXISTING PARKING TO REMAIN 41 '9,;,y A -VISITORS AND HISTORY CENTER M NEW PARKING/DRIVES C -EXTERIOR COURTYARD ID -OUTDOOR CLASSROOM PAVILION ASPHALT - PEDESTRIAN M NEW DRIVE/CAR DROP OFF E -SHUTTLE BUS PICK-UP & DROP-OFF M NEW SHUTTLE DRIVE/DROP OFF I- PEDESTRIAN MADD WIDTH TO BUS PARKING QiG T -NOT USED G (2013MCK, tH -ACCESSIBLE PARKING RE LOADING AREA SERVICE BAY IA -TOUR/SCHOOL BUS PARKING BRICK - VEHICULAR PICNIC TABLE AREA (WOOD MULCH) ............. J -VISITOR PARKING BIKE RACK AREA (STONE DUST) IK -LANDSCAPE LINK TO COBBLE - VEHICULAR MPLANTERS BURIAL GROUNDS OE AQUATIC POOL V ON CR E TEt' P AD IEM COBBLE WHEELSTOP -BE L -BURIAL GROUNDS \!IN 1 R RETAINING WALLS EM TRENCH DRAIN 0 -GENERAL STORAGE BUILDING TO REMAIN Fl"3� COBBLE EDGED CROSSWALK I-1 . .. ......... <24" RETAINING WALL (NOT USED) , I I \\�N __ _RE�C_TION�,L- IQ -FUELING STATION CURB (ASPHALT) S1GNAGE',,T__O-­'VL$jTO.R II4 — - V -STAFF PARKING COBBLE CURB I- -PARKING 24" TO 48" RETAINING WALL Fl -61 COBBLE FLUSH CURB IF171 GREEN ROOF k >48 RETAINING WALL WITH BARRIER Fil BOLLARD Iy I(METAL POST & WIRE FENCE U1 PAINTED ASPHALT WALK EMBEDDED WITHIN SHRUBBERY) IIICONCRETE BLOCK RETAINING WALL loWITH BARRIER (42" METAL RAIL)IItI> 81'RET AINING WALL WITH BARRIER WALL EXTENDS 42" ABOVE GRADE. IIIIISEE SECTION A -A THIS SHEET.) 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IIIIIfItIIL IV�UNCRETE P`AQ--, ",$I WITO III UWNLI� IIIIiIIILINE 2G' INMUM �YAR," BUF 01 40' 80' 120' SCALE IN FEET I L K i H G; F I E D C B A T F �1 T, �1 0 The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MID 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 Number Date I Revision 5/14/08 IMINOR AMENDMENT Submittal Type' - Reviewed and Approved by the Community nev-lopment Depatiment Date 07 KEY PLAN ARCHITECTS + PLANNER -S @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite I 00 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 — 410.347.8500 202.628.1033 SITEAND GR4DING PLAN Job Number Date 20353.00 41312006 Drawn By Scale DAM As Noted Drawing No. G'S. 7 7 5 4 3 2 0 0 i 0 0 N U� 0 U, 0L N 0 �:- N'� n 0 !2"x6" GALV. LAG BOLT W/ WASHERS, 2 PER POST, MIN BACKFILL. AND COMPACT AT POST, TYPICAL ..•-• If LLO •.. EXISTING PAVING- 2" MILL AND 6t RESURFACE CONCRETE ENTIRE LOT -, CRADLE-� �--I SAWCUT EXISTING ASPHALT 611x18"x1O'-0 GRANITE WHEELSTOP GRANITE WHEELSTOP (NTS) SPLICE AS REQ`D PROVIDE 4 FASTENERS AT SPLICE PC'`r T"0 2x10 P.T. RAIL LOCATE 2'-0" FROM EDGE OF EXISTING PAVEMENT, TYPICAL FINISHED GRADE 10x10 P.T. POST 8' O.C., TYPICAL L 10x10 P.T. 8' O.C., T) BACKFILL COMPACT POST, TYPII SQUARE SECTION TO MATCH EXISTING D COBBLE CURB 6"X6" WWF !/4" ISOLATION BRICK PAVER (W1.4 X W1.4) STOP JOINT FILLER SET ON EDGE AT EXPANSION JOINTS AT PAVEMENT SIDEWALK BITUMINOUS SETTING OR LAWN BED WITH TACK COAT HAND TIGHT, SAND SWEPT JOINTSJ_ .u, A d •d 4 d d d d d d 00 • •' • D D D w D A• D D D D di r - • a. 0 J dc Oo 1^0 oO0� (( .>- r .r 'a•'a-•a-'a-' a 6tl COMPACTED CONCRETE 3500 PSI 1'-4" SUBGRADE CONCRETE SLAB CRUSHER RUN CR -6 BRICK PAVEMENT ( VEHICULAR) (NTS) PROPOSED FINISHED GRADE OF SIDEWALK OR LANDSCAPED AREA VARIES 2" NOTES: 1. CURB TO BE VDOT SURFACE COURSE HOT MIX ASPHALT. 2. APPLY TACK COAT WHEN PLACED ON EXISTING PAVEMENT. DETAIL ASPHALT CURB (V -DOT 201.05) N.T.S. ATTACHMENT G OF ZMA 2004-05 ACTION LETER DATED APRIL 21, 2005 STATES, "WAIVER FOR CURBING REQUIRED IN PARKING AREAS: APPROVAL IS RECOMMENDED IN KEEPING WITH THE RURAL AREA NATURE AND CURRENT DEVELOPMENT OF MONTICELLO. THIS TREATMENT WOULD BE SIMILAR TO WHAT IS INTENDED FOR EXISTING RURAL AREA CHURCHES !/2" GALV.LAG BOLT W/ WASHERS, 2 PER POST, MIN., PROVIDE BOLT LONG ENOUGH TO ASSURE 4" EMBEDMENT IN POST SPLICE AS REQ'D PROVIDE 4 FASTENERS AT SPLICE POST, TYP. 1" 0 It • • P.T. UTILITY POLE W/ FLAT SIDE, d- 10" MIN. DIA. `V 00 P.T. ROUND SECTION UTILITY POLE, 10" MIN. DIA., 8' O.C., TYP. BACKFILL AND COMPACT AT POST, TYPICAL GUARD RAILS AT PARKING AREAS N.T.S. P.T. UTILITY POLE W/ FLAT SIDE, 10" MIN. DIA, -� LOCATE 2'-0" FROM BACK OF CURB, TYPICAL RB ;ALLY BITUMINOUS '3OURSE JS BITUMINOUS BASE COURSE /2" GALV.LAG BOLT W/ WASHERS, 2 PER POST, MIN., PROVIDE BOLT LONG ENOUGH TO ASSURE 4" EMBEDMENT IN POST Ail MIN SLOPE TO SHED WATER all ME FINISHED GRADE ROUND SECTION K J H G F 2 " P.T. ROUND SECTION UTILITY POLE, 10" MIN. DIA., 8' O.C., TYP. BACKFILL AND COMPACT AT POST, TYPICAL i HAND TIGHT, SAND SWEPT JOINTS 4!/2"x7!/2"x12" BRICK 6"X6" WWF (W1.4 X W1.4) STOP COBBLE CURB SIDEWALK AT EXPANSION JOINTS 4!/2"x412"x10!/2" EXPANSION COBBLES JOINT F7F/ V2" MORTARED JOINTS ..... Date 20353.00 4/312006 Drawn By Scale DAM As Noted i7rwoowmia, F OFF I 211 4" '• o°Doo D � •rte 00 �o°Coo° ��•- , � �� 0 000 0 o OooO°�Oo° 6„ Ell 2” HOT MIX ASPHALT, SURFACE COURSE COMPACTED PER VDOT SPECS SUBGRADE 4" HOT MIX ASPHALT, BASE COURSE PER VDOT SPECS '1111111111010 CRUSHER RUN CR -6 ASPHALT FULL DEPTH VEHICULAR PAVEMENT (NTS) EXISTING PAVING- 2" MILL AND 6t RESURFACE CONCRETE ENTIRE LOT -, CRADLE-� �--I SAWCUT EXISTING ASPHALT 611x18"x1O'-0 GRANITE WHEELSTOP GRANITE WHEELSTOP (NTS) SPLICE AS REQ`D PROVIDE 4 FASTENERS AT SPLICE PC'`r T"0 2x10 P.T. RAIL LOCATE 2'-0" FROM EDGE OF EXISTING PAVEMENT, TYPICAL FINISHED GRADE 10x10 P.T. POST 8' O.C., TYPICAL L 10x10 P.T. 8' O.C., T) BACKFILL COMPACT POST, TYPII SQUARE SECTION TO MATCH EXISTING D COBBLE CURB 6"X6" WWF !/4" ISOLATION BRICK PAVER (W1.4 X W1.4) STOP JOINT FILLER SET ON EDGE AT EXPANSION JOINTS AT PAVEMENT SIDEWALK BITUMINOUS SETTING OR LAWN BED WITH TACK COAT HAND TIGHT, SAND SWEPT JOINTSJ_ .u, A d •d 4 d d d d d d 00 • •' • D D D w D A• D D D D di r - • a. 0 J dc Oo 1^0 oO0� (( .>- r .r 'a•'a-•a-'a-' a 6tl COMPACTED CONCRETE 3500 PSI 1'-4" SUBGRADE CONCRETE SLAB CRUSHER RUN CR -6 BRICK PAVEMENT ( VEHICULAR) (NTS) PROPOSED FINISHED GRADE OF SIDEWALK OR LANDSCAPED AREA VARIES 2" NOTES: 1. CURB TO BE VDOT SURFACE COURSE HOT MIX ASPHALT. 2. APPLY TACK COAT WHEN PLACED ON EXISTING PAVEMENT. DETAIL ASPHALT CURB (V -DOT 201.05) N.T.S. ATTACHMENT G OF ZMA 2004-05 ACTION LETER DATED APRIL 21, 2005 STATES, "WAIVER FOR CURBING REQUIRED IN PARKING AREAS: APPROVAL IS RECOMMENDED IN KEEPING WITH THE RURAL AREA NATURE AND CURRENT DEVELOPMENT OF MONTICELLO. THIS TREATMENT WOULD BE SIMILAR TO WHAT IS INTENDED FOR EXISTING RURAL AREA CHURCHES !/2" GALV.LAG BOLT W/ WASHERS, 2 PER POST, MIN., PROVIDE BOLT LONG ENOUGH TO ASSURE 4" EMBEDMENT IN POST SPLICE AS REQ'D PROVIDE 4 FASTENERS AT SPLICE POST, TYP. 1" 0 It • • P.T. UTILITY POLE W/ FLAT SIDE, d- 10" MIN. DIA. `V 00 P.T. ROUND SECTION UTILITY POLE, 10" MIN. DIA., 8' O.C., TYP. BACKFILL AND COMPACT AT POST, TYPICAL GUARD RAILS AT PARKING AREAS N.T.S. P.T. UTILITY POLE W/ FLAT SIDE, 10" MIN. DIA, -� LOCATE 2'-0" FROM BACK OF CURB, TYPICAL RB ;ALLY BITUMINOUS '3OURSE JS BITUMINOUS BASE COURSE /2" GALV.LAG BOLT W/ WASHERS, 2 PER POST, MIN., PROVIDE BOLT LONG ENOUGH TO ASSURE 4" EMBEDMENT IN POST Ail MIN SLOPE TO SHED WATER all ME FINISHED GRADE ROUND SECTION K J H G F 2 " P.T. ROUND SECTION UTILITY POLE, 10" MIN. DIA., 8' O.C., TYP. BACKFILL AND COMPACT AT POST, TYPICAL i HAND TIGHT, SAND SWEPT JOINTS 4!/2"x7!/2"x12" BRICK 6"X6" WWF (W1.4 X W1.4) STOP COBBLE CURB SIDEWALK AT EXPANSION JOINTS 4!/2"x412"x10!/2" EXPANSION COBBLES JOINT F7F/ V2" MORTARED JOINTS ..... a COBBLE VEHICULAR PAVEMENT (NTS) 6"X6" WWF (W1.4 X W1.4) STOP AT EXPANSION JOINTS TOOLED CONTROL JOINT (1/4" WIDE X 1" DEEP) !!/2" FULL DEPTH EXPANSION JOINT WITH PREFORMED JOINT FILLER 3500 PSI CONCRETE `-COMPACTED AGGREGATE BASE COURSE (SCR -6) SUBGRADE CONCRETE VEHICULAR PAVEAENT NOT TO SCALE 2" DEEP NOTCH 2'-0" LONG ---. d- 18" TO 24" WHITE OAK 16' TO 18' LONG (PROVIDED BY OTHERS) 52 SPLASH STONE 1 j 4"x3'-6" V SHARPENED CEDAR STAKES 4 PER LOG SECTIONSPIKE TO LOG SCALE: Y2" - TO" 4"DIA. x 3'-6" ro 'N © D D a o 18" TO 24" WHITE OAK 16' TO 18' LONG STEP POOL - PLAN/SECTION SCALE: 1/4" - TO" Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O,$ox 316 Charlottesville, VA 22902 ARCHITECT 0 Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL =tee®®�ntl lNumberl Date 1 Revlsl.11 flrl -$ubmittal Type Reviewed and Approved by the Community Development Department Cate_- - 1-V),r File# "St>P KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 S1 TE DETAILS Job Number Date 20353.00 4/312006 Drawn By Scale DAM As Noted i7rwoowmia, F OFF I �•+� :� +� • , '• `, � •rte ,l�iu'I�����°u��V�� ��•- , � �� Ell IN NT '1111111111010 a COBBLE VEHICULAR PAVEMENT (NTS) 6"X6" WWF (W1.4 X W1.4) STOP AT EXPANSION JOINTS TOOLED CONTROL JOINT (1/4" WIDE X 1" DEEP) !!/2" FULL DEPTH EXPANSION JOINT WITH PREFORMED JOINT FILLER 3500 PSI CONCRETE `-COMPACTED AGGREGATE BASE COURSE (SCR -6) SUBGRADE CONCRETE VEHICULAR PAVEAENT NOT TO SCALE 2" DEEP NOTCH 2'-0" LONG ---. d- 18" TO 24" WHITE OAK 16' TO 18' LONG (PROVIDED BY OTHERS) 52 SPLASH STONE 1 j 4"x3'-6" V SHARPENED CEDAR STAKES 4 PER LOG SECTIONSPIKE TO LOG SCALE: Y2" - TO" 4"DIA. x 3'-6" ro 'N © D D a o 18" TO 24" WHITE OAK 16' TO 18' LONG STEP POOL - PLAN/SECTION SCALE: 1/4" - TO" Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O,$ox 316 Charlottesville, VA 22902 ARCHITECT 0 Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL =tee®®�ntl lNumberl Date 1 Revlsl.11 flrl -$ubmittal Type Reviewed and Approved by the Community Development Department Cate_- - 1-V),r File# "St>P KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 S1 TE DETAILS Job Number Date 20353.00 4/312006 Drawn By Scale DAM As Noted Drawing No. CS -7A N T 1 Je '4� 7?aj .-I rT-T The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 4 Number Date Revision 5/14/08 MINOR AMENDMENT V �14 Submittal Type Reviewed and Approved by the Community Development Department Date 0 — �7 RIOLS. '6 3 KEY PLAN FINAL SITE PLAN F4 ARCHITECTS + PLANNERS ©COPYRIGHT AYERS/SAI NTIG ROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 E LAYOUTPLAN Job Number Date 20353.00 41312006 Drawn By Scale DAM As Noted Drawing No. co 0 0 CS -8 L K i H G F E D C B A 7 r. - A y A 2 1 z 0 O Ltj �- V) 0 0- :2 0 0 1 � �-_ D I "I ? V) 0 z z 0 ==1 > < o- n Lu � . TOPOGRAPHICGENERAL NOTE: AND UTILITY INFORMATION SHOWN HEREON, WAS OBTAINED FROM SURVEYS PROVIDED BY WELFORD ENGINEERING ASSOCIATES DURING FEBRUARY 2004 AND RECORD DATA OBTAINED BY RKBK DURING FEBRUARY 2004. THIS INFORMATION I'y�AY NOT REFLECT CURRENT CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY CURRENT TOPOGRAPHIC AND UTILITY INFORMATION TO HISIHER OWN SATISFACTION. 2. BENCHMARK DATUM: NAVD 88+ AND NAD 83/93+ VIRGINIA STATE PLANE+ SOUTH ZONE+ U. S, SURVEY FOOT. ICONTRACTOR TO MAINTAIN SERVICE AND PROTECT ALL EXISTING UTILITY SYSTEMS DURING CONSTRUCTION ACTIVITIES NOTE: THIS DRAWING FOR INFORMATION ONLY TO SHOW ALL UTILITIES IN A COMPOSITE MANNER. SEE INDIVIDUAL UTILITY PLANS FOR INSTALLATION PROPOSED HOSE BIB, TYPICAL 500' DEEP GEOTHERMAL HEAT PUMP BOREHOLE, TYPICAL "I � I i V i f � 's, y 1�11 _ t, / , , , ? ) , " __ .,° F` I � � /i / �,� i N , , ­ , .� r x , " , C,r, - I Y""; / :� , -) ,,, ,\_� / " :��i, � ,� / ,� / , "'I" � 411,�, `�, %�, � PROP.Y4" MULLER 300 BALL CURB 11)7 I 1�\ � �., 1�_ X_ ( ,,� _'� "k, -� / I I " �� 11 'Ifl VALVE (OR EQUIVALENT) & VALVE BOX / " I i � I . ,�,_,_.'12 ,�,,& / i f I �_kAjlllll` . Z ".11" T f , , ,A V y 'T / I I Y, ,_ 11 . ,Tj � �' \" ,1, ,, , �j I � , -1 ­�, '4411 , I , 1, I 1,-1, , " 1,i, " Y 'k4, �,\ I - , / . % ""O 'All� / I �� , I , I , 14,9&1 ^--* - . ., / \ �" I � I I , if / �� 1,�, "'." 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A ­--------__-_,_ PROPOSEP/6 & 4 INCH '�. �,'��/" " " " ,kl k ­� I � -,-- � V ,� I, I 1�� ,� ,$MR SER T Tu L^1F_nrU_ I I , -1 ), ) . � I "I k� f, / t ,% \___ , 6 � 1� 4r t,� DI WATER,/MAINS - � ��, � ,�,I _ '21 ,�Ile I I r lf�, 11; �, \1� " z 1� \ t\ I I ­,,,� / 1Y� , I' ' "I � ,�,, " , �, 5 N / Y /� I �" _, , .. /' '' � e CONbRE1`E ENCASE! � t - I t �11 f �� 11 i\ I ��,;, f X I :D % I ' 1, �q,� t- , ' , `-,<,'� SHOWN FOR �NFORM NL�Y, IN ACCORDANCE , �', I- p" IE // J, 115,11, . " �,� ��_,'T 'Y' /­ , . CONDIAT I* R TING O'F,'1\ / , - AT16 0 " .1 -1,", / I 11 114 i / ELECf'4 FEEDER\ & , ­ I ,�, L, ' N g 1,,� / 11 � z " I �k I .... . : , ( 7 .� q, , /�,x I - , _�--\, � AP / I \ -C, f � �, � ,il, Z/ , ,� \ If"'131 `_� -ATH ZONING' AMENDMENT. NOT COUNTY ��k / �_ �, I - , ,� ,,- . / ", ""',, "f07fAVILION. I 11 -, _�, PROV 'r WAST " Z .1 I /,"', I/ k - -- , \ R, ; I 1_� _-,�0 / L __L " ,, , AL WATER,, TREATMENT AND DISPOSAL , , 'A � I �_ -/ -, , I / 1� - , ", \ 11 -Y ,./�/'/ I I I , I 1, , 1�, 'NSTRU&�? UNDER A \\ I k"K, / I � -l", _X ,, / /Iell '­­� �_,__ I � � ... /c, _2��;� _1 - �, / � S, - > "I �_ ,_ / ,"\\,( h',��, " -, \\\ \ 11 / � / k �,,. ,�ACIUTIE$� ARE BFING CC L 11 I/ L_( 1_� \ - I ), ,,,� �, \ � It""' /` �, ,� I , 11), , � " 9", , - ,:I. \ / -�--� , --PA ' "'rr \ b"T ", / le '' .. � SE, A t CONTRACT PRIOR ',,�l , ­ I I _ 4" 'R \ Li 11 " I � , I , / le'I> - . -HL 1 L( 1�, C ,4i jq(, ",_" "'L "' / 1�1 � I \1�1 " 0-,V� / IFS , / " F 1 :Ef` tf ,,-�F, ". g ��,/ , , \II S,I,T Of �`' ", / � _ " I I %� \ �, ' � COPPER "I � 1, \ ,t, g%r g: ­,AFPRM �Uq / gj�, ,-�­" 1�, I � I -1 IN �C%--X SERVICE LINE � -, I,- lc� " P ,.c J, ,,t,t, � \ EX 2' PVC FORCE MAIN "" - � /'11 . * ' A , EX. IAIF i 1 / - -�,\ , V-1, "' k, 'i \ - % ",I �, , #� �/ EX. 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"k 4 ,,,, ""',-) / ""§ - , ' "' ,;- , h., %\ �,3 1 4 - 47 4�1 PVC SAN. -, t- , -t , �, I , 1-0 � . . , \\ /� """ 1i ID 1. �,_ � -, - 0 --­ 0 0 / I JV1 X'1� �, 11 C==== \ �­" ,SEWER LATERAL 5� , 1P - i 11 , L ��IKIR'MU I "'i f -1 , 11 n-t't 1 L1 __1'11,nJ14 "I '. .." , ; ," " "z", � "I _ 11 "I '144ft- 14 �,, i I C , , , 11 I i ? � j 't ,� � - � j �..,, I I _, Ili i ,� I / / I , I", \ g " '%_- I' , j4L/ _' ,.. j I j .1� / I SANITARY SEWER MANHOLE " . y , Li f 11 LL I � � I I - t , I -;-� �; / I 11 " , -j I T, "k ,? I / "' / i "' 'i I I /__ , , ,�, , I , I - / , 11. I �_ If I / ,.� 1 I / 1%11�� 11 1, III, / - \ , r, - � , , () " :# / I) //1' 111 -) '�­ I ' , I SAN H ' f, " �11?1 I" "I _)� 1�'Ilkllt I 0 ; / (n -1 11 1,74�, k /1,1 / ,,t / �', , �, Y "' "I ' "I I , 1�� L'jjjj 4, -z� � W%� 1� 11 , - \ f .11, "I " �­ /h- __\, ,,, , " " ,�� L, I - \1P , 1 , " ,_ I 11 1�1' 1 \ 11 It �' 4 / IL//3 / i 'il STORM DRAIN INLET , , 1 i _, � Qz- L V1- 'k � ,�/ "' � r .L k4. , , ; I I '� \ , . 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LL--"__ � f ___1 '-I,, - �k , . , ,­-_' I � " J'g, u, % \ (, / � f, / --"--,, " f 'It� 111', 17 ­ -, 1 , I ! , " /1A, ,:111 11 111rm`7a A I " V 1� 1.0 " ,,,,'�',� ,, 1�STORM DRAIN END I " I �s ,,, f , , &,,..: 7 M 5 4 3 P11 _1� D_ V) 9- 0 0 0 E CD 00 CD C) — I/ �f " z" " ", / / Y 6 b-1 kA Nl' r V", NOTES �V 1 7!;,."z,��, "I' t< '7 L44 q 1. THE WATER RESOURCE AREA FOR THIS PROJECT IS 'OTHER /'4 A A /A TING IMPERVIOUS AREA. RURAL LAND'WITH EXIS lj"­ v r V Al 2. THIS SITE IS NOT WITHIN THE DRAINAGE AREA OF A REGIONAL o, w A STORMWATER BASIN OR PLAN. /7 2 _7 3. THE BIOFILTER SOIL MIX WILL BE "LUCK BIO -FILTER MIX" OR 'X q N\ _DI p jp, F -",CRE Q '01, A TESTED EQUIVALENT APPROVED BY THE COUNTY ENGINEER. GR -N __._(9,2X P �R 4. BIOFILTERS MUST NOT BE INSTALLED UNTIL THE SITE IS JE7, R _US1 N, DETERMINED TO BE ADEQUATELY STABILIZED BY THE EROSION IC CONTROL AND WATER RESOURCES INSPECTORS. \R�\X ifq N`41�t Wilt fill f"I lilf T", TREIN 5. FOR BIOFILTER, CONTRACTOR SHALL CONTACT THE WATER RESOURCES V k 1"A hL, It"'I" Nly Ar INSPECTOR 24 HOURS PRIOR TO BACKFILLING THE BIOFILTER AND REQUEST AN INSPECTION AND APPROVAL OF THE UNDERDRAIN INSTALLATION AND THE SOIL M If Ix. N -f j! g I; j //0 1 h "1k, A, P. k�, f if I I I I `//"AY f ALL UNDERGROUND JOINTS ARE TO BE SEALED AND WATERTIGHT. 6. A 5, I Ile, "t' f 77 _z� 94 1�2 29 ;3 1k, I ti Co BIORETENTION PLANTING LIST X \Sv(\ QUANTITY BOTANICAL NAME COMMON NAME TYPE SPACING SIZE REMARKS � , , t , I Woody - - . I I I I L K i 4 Woody - Fragrant Sumac Deciduous N.A. 24 11 Cont., full size, NOT 'GroLow'. 3 Acer rubrurn Red Maple Deciduous 20' 1" Caliper Provide one shrub per 4 Quercus bicolor Swamp White Oak Deciduous 201 1" Caliper Filterra device. Herbaceous Seed Rate: 200 lbs/acre. Reclaim Damp Mixture Acceptable seeding season: (Lofts/Pennington Seed) Composed of: March 15 -June 1: August 15 -Oct. 15 Consult L.A. for special measures if 45X Tall Fescue seeding is reqd at other times. 251 Poa Trivialis Provide heavy straw mulch & EC -2 101 Fine -Textured Perennial Rye Erosion Control Matting per 10;/ Salty Akaligrass Albemarle Co. Design Manual 5X Red Top details 5/ Reed Canarygrass - ----- I �� , % & t 141 A FYI"— N,­ T- T N, X/ lk"k, 77 7 4, 4, 7=1. j Z� kv- L z '7 _T R. Z7 0 1 E 'EV� DIN r I/V_ L CO -NW T� V 1 l Hili imil I X4. tt ?I t 1 1 1, li'll i" 1 1! f A-, Jf NO V"ERWW'AG A2,,0,b/ S 4 X Ilk jffi�[�jj f it t t j �X MCI, KV Av I if t A- /f If fA, X' Vt !,t, Z��, , A, 'N A A C4 150,Ak", V 7-7� if 71 77 /1 7-7 K, X P fi f J 6 It "y A V;000 if WAT /* z f 1 f k J6� Z1�000' 1k f ij Xk 7 /* Ir t if V f�t fit' N tV I X� 4 it j; 1 1 i� � I � � k � \ " 1 11 � Al SD' Y, SEE LANDSCAPE DWGS FOR ADDITIONAL PLANTINGS % A 'i pie 0 4 /,q 0, ,, / , I / "I" / li N -\i _"I , tj �Z, If 11 E If , , , \ �, V\ FILTERRA PLANTING LIST t i J, 131le QUANTITY BOTANICAL NAME COMMON NAME TYPE SPACING SIZE REMARKS � , , t , I Woody - - . I I I I L K i 4 Rhus aromatica Fragrant Sumac Deciduous N.A. 24 11 Cont., full size, NOT 'GroLow'. D C B A Provide one shrub per Filterra device. 4"N V 7,_ it "lil-ll-h V 9 q, A, 6�' 1,,A DRANAC�E -`ARE ,62 lilt I f It 441 AQ11 FW 7� MPERVJ00 V -",.--P TANT­` EMOVAL, R Qy 7, REW j it ... .. f i i — , f ! j I f I \� \I �__ ­­ F J,L -12 ­jq -o— I Pq SEE LANDSCAPE DWGS FOR ADDITIONAL PLANTINGS i t 1 'ST f t 4, f IV t q, r"n-, "J A� 7 zf�, �Rc 'el it Y 14, if A&, if t 2 z 4, /I S "T it 7 9.0 J 7N It t �,A 57 4 7 X T 44 to f/t 'y 10 . Q J , t". 'T' _711 b'-) 616.0 N, k Al (16 75 T �x, 40 P, �X X 4", TW /bRAIN-AOE A'RE'A"1._*2­­,- Id, IT j t17` 0. 12' A 4 C N� MPERVIOUSPRE X X MPERV40US 0.80 J 40V A ­�POLLUTN+T RE M 0 A, L Z. REQUIRZ MLNI,�" it F� P-, Q :Z FOST -3 7U A ­ FIS T- & 'Q� P0,9T- P -192 "y ?/ T­7�' 10-75 v 7 h_ - A < 0 3� it f OONNtCT SQ-_ T. 11L� Z t f 11 1, , �\ '1� U ULV I t1LKMPq. N, 4,V-_ 597,P —A _T 4 f /411 `41, ........ .. . . ........ 1 1 �"6 N , , - f , , _ - A., o' V� if t, MI - j if V /:Z V 11 v L _i` k 1 1 t tl' .. .... 'K 000e J 0 k v" t 'A I f IA V 't le, oe v,\ 10 < -31 017 it o _00 4 'A z '-,okj 9 .00 0 -4 U 100* p /* t P, 4�, t 5 r 0 FY F 11 / 1 1. 1 / e f :z V 4` V X y-, '6 LEGEND 171 h, I , I , . h, A",/ IA Z 6, 4' 5, STORM DRAIN INLET Z 'Al / - / J, 4 v/ '0", STORM DRAIN MANHOLE A STORM DRAIN END SECTION X* 6, �"V vxk 64�1 z F 4�; 1 12" RCP SD PROPOSED STORM DRAIN PIPE A 7 4_1 LIMIT OF DISTURBANCE LOD J, ,4, DA DRAINAGE AREA BOUNDARY y X X X 51. EXISTING CONTOUR ;< 18--t:'23Aj I/ ,MER," RbY-"0.R"Ri7A P)PPw 595— PROPOSED CONTOUR 4`,�` 1018 TK00AS,,,AEFFERS0N PK NAI, f&if?., �. X 7,, / 'fA , "; , / ;P-,,z'C"RL0MSMLLE N4,,'2290 x,-61, tC ZONfNG- 4RA" USE EXISTING STORM DRAIN RtSIDENTIA(/ AbB/PW6 3 BIO -PLANTINGS FILTER ;D 4P J, -7 s _F. q -F. -P. _R1PT.nW I �_P_IPT " 'f , V I,, / / M ATCT-4T.P\J 0 5. r kL_ 4SI-6NI/ POINT/ W1 V I 'ER 0`U j I � /� , f , it", jq/�_, _11-1-11 -, , , ,, S_ �� ) �, , % --- ­� SQ -6t-5 -8 t"R Cf U T ji� VU1, it w Y, :7 Y, - e I f 1, L 0 ;i -E RNG, DAMP T R ­+LAN &i 6 tx, . ..... . . ....... . . D Al '-C. PER 7 -0". RX"t ALbEmAft- CO' DESIGN A," t 5� QN01ERO'" W,- ND STORAGE F, F -T E F MANpA '/S'tt Q4j_ ? _'OP, -_,t- BIOFILTER, "I ­�r­ p-_ T OR 1RED.,___=_,_ �3394 L�u Irf I L? 0014---3 -DETAIL f S 70. E PROVIDED '3, t 676' BLJ11 J,A_xl� "J J l," 0 4RE-Ajoll K, TI Q N -7"7-= ".71 t T-1 /REQURED=1100 SF RI h % Fk ED 'OViDED=1100 SF 30 T -ERR -A DEVJQ�\t P "j- TAL), ? STGRA G�E" R L Qy I K0 -97 CF . ........ ROF 3TORAG VIDED�-61000 CF IV N 14 12 --AN Q G' I EE__ STORM 'DRAIN kO �-,l 4 t -VEL' -SPREADE 0 T k R tit E tL 0 1A J . ..... .... % UR k %A, . r . ..... S7 . ..... if 4- X, ? rximxgar� w AV` L -ACCt- --"--R-0 a - RI AP, -Q P\ �E R A -3 A_G GREG f I t "VI f , F "IL 7, kv ATE hER )I OL� \S�PXA \ 71'r N �,DO ,jk MINMUM f -nnr i.j 20' AR�l BUFFER 1A y V c 7 ox, ...... ,Z . ........ if 1f, ..... =­ ------- it I i � i l I Vt A y V \ sl 1� "I i i t J q V It I 'C' P_n X'K "n" T� f 'it t lt t V i 2111F_i��%Iyl RN111, 3', -'VJ, j Z Y­ IRL 31 31 X . .. .. --3 PROPE)RTY, NE` z LI '7_7.11 ? /Z RFE, YARD/ PlU 6 01 �4� f yt 40' 80' 120 "A J_ X f A, !X, RT "'0 11K $U $E A VV2 ZX �B, SCALE IN FEET M ATC Z 4 j I "I I " — I ��l 1, ".1 11 1_ \, 1� N 5/14/08 . .. . ...... 1 11 1� �1 "I I � , , t , I I I . - - . I I I I L K i H G F E D C B A ;T F p Md-itiLello 1 T "I The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 SEAL L*4tr-, -Amm AUC4- Submittal Type Reviewed and Approved by the Community Development Department Date_ P2124 I'D g File# 4�-,V P—twit n.(o flat .. . . . .... KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERSISAINT/GROS , 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 S TORM WA TER MA NA GEMEN T PROPOSED CONDITIONS PLAN Job Number Date 20353.00 41312006 Date I Revision 5/14/08 IMINOR AMENDMENT L*4tr-, -Amm AUC4- Submittal Type Reviewed and Approved by the Community Development Department Date_ P2124 I'D g File# 4�-,V P—twit n.(o flat .. . . . .... KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERSISAINT/GROS , 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 S TORM WA TER MA NA GEMEN T PROPOSED CONDITIONS PLAN Job Number Date 20353.00 41312006 7 5 I<! 3 2 7 WNW MtrAM # 615 ---------------- .._......_.»..w..__.....»..w__,.�_______._..__............._...,....__.._.._.._.__.__..___.,...._.__..._.__.»._._._.._»___.....__».._...___.___ W_____ ..,_TOP_.-OF-_-I^OVER___..._.»___....»_».,.»__..._..y.._..._......___p.____..�_..:._..............»_.w..,....:»».._...,_»»__ 575 END SECTION575 V. 566 0 V -DOT STD. 102.01 STRUCTURE _ (SEE DETAIL DWG CS - 15} $a0 -FILTER AREA 1 ._...._.._...._..,o._.»_......_.,...__..__..___._.,_,».....»__..__.__._.__........_..__..__..._,.__»...____.....__.__.:.:._d....»_..._,.». _.._...:_»..._..__(SEE _aDE_TAIL_,_.L_WG_..CS-14..}_._.___»..___.._...__»______._W.._._.___»____..._,____________________w_.., 570 f 570 2' FREEBOARD 1� ...........___CLASS-.LI.._R.LP»,RAP.._......_........................__.w____W__»__..___._»_...» »____»____.._..w —_..___._,..._.._.......____..___..___....__.. »v....._ .___......_....._....._..._».____,.___..._.._.__.___..._»_.._.__.._..__ PROPOSED . 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IV)..,__.._._.._.._ . .......... ..._..........».._.» .....»..___»___.____»_._.._»..._..»...____._.._._._r_..._.»..__.._.._......_.._..___».._ 555 2' 555 0 t— o tet' 550 w_......_....,.___.»..._:.,...»_,..._..�..._._.._.......y__,...._.».._...,....._...»___._......._._.o»_.....»._..... -..._..._......._...o...__._..w.._...._._.__...._._......,...._._.. 550 L STORIIVI DRAIN PROFILE SCALE* HORIZ. : 1" = 20' VERT.: 1" 4' K J STORM DRAIN PROFILE SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 0 0 __...v___.___.._.._____________....._.._c�__.___ 0 NEENAH R-4999 TRENCH DRAIN TYPE 'C' GRATE, TYPE 'X' FRAME __ ..__.._._____ . ...__________ 00 565 STEEL CASING PIPE TRENCH DRAIN ASPHALT FULL DEPTH 610INv , INV 612.55 , 612.45 10 SD {E) INV. 611.x0 � ...______..__..._c+...a?...._ 0 INV. 611.00 -IN--V---.V 610 _.._________..___-_______a__-_____q_______...___....._.._.._?.-----__A_»A___ 0 560 1-4 .__..._.._......._...__...._....,.......__......................_._..._..........._.._.........__..__._ _ _ __._._.__ .._ ._............_._.._..,...._...........,.._...__._......._.._., _..,.INV:.__.___ ____ ._..._..___ _..__..__.._.._........ ____..__.._..__..____»_..,.__..__............___..,...__.._....._............._......__....___....__._.__._.._...__..__.._......_...._:._.._.._...._..._» ..,.... __...__.......__..__,... \ ..,...,.._...._.....-__..__...._......___ »........____..__...._....,.__....._....._...,._...._..._...__..__ ._..»_..___..._____..........._...__._.................,__._-.. _ _..._..__......_....»_...._... _.________.._..___.______..._,_.._..__..__.._......_._._----------- ,. _. 610.90 0. ` - _-m_ ._. __. _........__...._.__...__.,,_ _...___...._..___ __..._._.._____...___..._................._..._»..._..,..._....,._..-_....__....._......_...............___..,.._.....-....__.._..._.._...._....._.-_._._...._..__,..-.._ _._..__._._..__.._.._._..__._6 .__.._,._,.__.,.-...__,...._____....._.......__...._._.._,_. __-__....._._. __.._.._.,._.._».-..,_.._.__....,.__.__...._._.,.__._._...__._.__.._...._ _..._ .-_.._....._-_-.___.__ _____.........,........_......_....._,__.._..__,._..__...._...._....._,.,........__.,,..__.»._.........._.......__..... ...______...._______.......___.......................,.........,,.............,._...__.__...............__..._....__..._......_.......,............._......,..._.....,......._.__......____._____.......___._,..._,_..___...__-. 605 . _. SD 5 SD 5A 605 _._......__....._..._.__.._...._._.__..._......._........... ._..........____..............___ _.,_.._.... ___ ...._.. . _ _......._.._.........._........._.._ 15 RCP (CL, �V} ..___..._.._._...__..._.._.._.....-...._._......_ ._.___...__..___....,.__....._»_......_.___--_...__-____..__,._ ...._.._.. _......__........_.... _....._ _...._._ _...._.._.._......_.___ ___._..._____.__....._...__ ....___._._.....__..___..__,..._..._...._._........__.___...___..._....___.__._.._____..__,..._.__ \ ____..__.___.._...._..._-__.___..._..... _.__..__.._....................._..____..__......_....._._....._15._RCP (-CL-.-1V_).._.....,._..._..___...»__....__...__._...______.. SD - \ __ __ _ __...__,._..._,_..____m._____......___.____......___.__.__.._...._ _ ................. ................__,...........__._ ......_.__..._ ..... ______ .w_._.__......._.._. ___.___._.._..._........__,.__.__..__.._....__.._.,__.._-_____..___m_....,._.._...._.____...„__..______,.__...__....___._-_..,_.. __.._»__..___._ ___ _.__________m.,___m.._______,. u_ ____- 8 WALLS 15" HDPE - MSTALLKEYWAY T REOD.T0 CAST-____--_-_.._....___..__,___,.__..__.:.._..,.__._._9/LET 7.3/. \ _.._._______.,_ ._....___..__._._._555.+7,-___________._ 600 ________________._____-_.____....__m__.__..____._____ __w__ ._____ _._ _.__M_-_-.;,4 BASE 600 BARS II 8 W/ MSN. 2" CLEARANCE X00...:......600 595 ,....w__.__..»._..______.._ ._. _ INV. 9 "� EX. 18 CMP (S) INV. 597,54 595 CH.mDfZA1N�_-�.dP_..OF._G ._ _ _______..____ _________R..__._...__..____.._____»__.____.___._.._ ._______ __.......__.._....___.__._...a_m___.____a__,._ 15" RCP PIPE OUTLET .�ov��Fao_____ ,._______.._.... _.__..____q_..____.._____.._____m._..._...._____.___.______.______--__.____________.._.m___CONCRETE __ATION--TO-..-MATCH--EXISTING-_,-._.._._ " PE INVERTS AND EXISTING _CON. -DITCH ______._..___._.__._____-_..__-_.____......___...___ ----------- _.____..________ ...____________________ AVER _._..__.._»....______-_..T'__-_.....____m.___...__.__________.._....___.A__...___-...___...____..,.__...___....____~_-TOP--OF--.COVER.,_rt_____E P'ER V -DOT 109.01, TYPE B1 _._,._..__._.__..........,...__...._..._. ___,.,__ _._______,.,._.,.__...__._.. ._.____... ___.._____......_,......__,..._._w_..____..___._._...__________.__.__.._.,........._,__.._.__,._._.....__.. ____....___-..__._..._____.__.......___.____,._,.....__.._...._....._..�_._.._..__,....__..,......_._..._._.___._.._...._.._. OF PAVEMENT _.--------- ..,__,___.___m______ ________., ._.______.._ 590 PROPOSED _._...___._..___.._._,....._.____..___ __......._.______..._.-..__.._..._.__.-_.__._...._..,...,.._..._____-.. _ 5 90 5$5 .. ......................... ...........__-___.._ .._.._-_.._______.......__--__..___._..___....__.....,......._...._....,.-......_......._..__._...._.._,._____...........__..._.....__.._......,...________,._.__.._...._...__........._.......__..._...._._..__...._...._.._,.,...._...._..__....__ __...,......,_........................_.._.._._._.......__._--_.._.-,___......._........__ .. _..__,__..,.__....___..» _....__..._..___.._,._.__........___._..__ .._.._.._.......___.____...._.._.._.._.._.__......__._...__..._.._ _ .____..__,__..._.__..__.__......_......_....._. _.,.__.... _..__.__. _..__....,...»_____--__ _------- ------------------ _.,-----------o-------- __.,....__._....._....__._,._...........,...._........,.,...._.._.._..._...................__..._...,......._ ......__...----- ._..,-------- ----------- . ------ -------------- ........_....._..._.....___.....__..___..._.._..__.._.._ ---------- ......._...__.._.._-,.._.___...,_.............__....._..,._w..___.._....._.._.._.........__..__..........W.._._.._.. o ,____. ______.__-_.__.__ ..._..._ _______....____._.._»______..__.._._._...._...._,.__......__.....__. __-,.__.__...__._.,......_____ .._.. . 5 85 _.-. __ .._____. ._.___....-.___.___.._.___,........._._..._......».__.....__...» 59.3..50+/.-..._.._n _..._...__...........___.. _..___....__ 9 4.2 5 + _ .. _ _ _ _ _ .... _ rn _ _ .. 580 T_ o o, 595 0 01 580 ---------------- .._......_.»..w..__.....»..w__,.�_______._..__............._...,....__.._.._.._.__.__..___.,...._.__..._.__.»._._._.._»___.....__».._...___.___ W_____ ..,_TOP_.-OF-_-I^OVER___..._.»___....»_».,.»__..._..y.._..._......___p.____..�_..:._..............»_.w..,....:»».._...,_»»__ 575 END SECTION575 V. 566 0 V -DOT STD. 102.01 STRUCTURE _ (SEE DETAIL DWG CS - 15} $a0 -FILTER AREA 1 ._...._.._...._..,o._.»_......_.,...__..__..___._.,_,».....»__..__.__._.__........_..__..__..._,.__»...____.....__.__.:.:._d....»_..._,.». _.._...:_»..._..__(SEE _aDE_TAIL_,_.L_WG_..CS-14..}_._.___»..___.._...__»______._W.._._.___»____..._,____________________w_.., 570 f 570 2' FREEBOARD 1� ...........___CLASS-.LI.._R.LP»,RAP.._......_........................__.w____W__»__..___._»_...» »____»____.._..w —_..___._,..._.._.......____..___..___....__.. »v....._ .___......_....._....._..._».____,.___..._.._.__.___..._»_.._.__.._..__ PROPOSED . 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IV)..,__.._._.._.._ . .......... ..._..........».._.» .....»..___»___.____»_._.._»..._..»...____._.._._._r_..._.»..__.._.._......_.._..___».._ 555 2' 555 0 t— o tet' 550 w_......_....,.___.»..._:.,...»_,..._..�..._._.._.......y__,...._.».._...,....._...»___._......._._.o»_.....»._..... -..._..._......._...o...__._..w.._...._._.__...._._......,...._._.. 550 L STORIIVI DRAIN PROFILE SCALE* HORIZ. : 1" = 20' VERT.: 1" 4' K J STORM DRAIN PROFILE SCALE: HORIZ. 1" = 20' VERT. 1" = 4' 565 0 0 __...v___.___.._.._____________....._.._c�__.___ 0 NEENAH R-4999 TRENCH DRAIN TYPE 'C' GRATE, TYPE 'X' FRAME __ ..__.._._____ . ...__________ 00 565 TRENCH DRAIN ASPHALT FULL DEPTH 560 r�______.___..--_-___.___.m.___:____.__._.______.___..__.__..__.___..__..______..____..__._....___._....._ ,+ ...______..__..._c+...a?...._ 0 INLET AS PER DETAIL, THIS SHEET 7�+ VEHICULAR PAVEMENT _.._________..___-_______a__-_____q_______...___....._.._.._?.-----__A_»A___ 0 560 1-4 605Q° ` - 605 ___.___._.._..._........__,.__.__..__.._....__.._.,__.._-_____..___m_....,._.._...._.____...„__..______,.__...__....___._-_..,_.. __.._»__..___._ ___ _.__________m.,___m.._______,. u_ ____- 8 WALLS - MSTALLKEYWAY T REOD.T0 CAST-____--_-_.._....___..__,___,.__..__.:.._..,.__._._9/LET _____.____.._m__7g:0�_+�-__._a___.___. 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HORIZONTAL IIII j f 1 1 A The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. P.O. Box 316 Charlottesville, VA 22902 LANDSCAPE SC ARCHITECT Michael Ver as n o Landscape Architect 9 p 1102 King id St. 2n Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates,In c. 1401 South Edg ewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20 009 202-332-8442 202-332-3021 SEAL Number Date Revision 1107/08 MINOR AMENDMENT Submittal Type Reviewed and Approved by the Community Development . � Yapartment Date 'I X47 Filed�.�•?P- : z'�.� KEY PLAN. FINAL SITE PLAN ARCHITECTS + PLANNERS c OCOPYRIGHT AYERSISAINTIGROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 0th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202,628.1033 3 STORM DRAIN PROFILES Job Number Date 20353.00 41312005 7 4 3 M 1 TOP OF COVER ELEV. 649.50 TOP OF COVER SD ELEV. 647.50 SCALE: HORIZ. 1" 20' VERT. 1" = 4' L STORM DRAIN PROFILE SCALES HORIZ. : 1" 20' VERT. : 1" - 4' K J H G 610 61C -__-______-__....._...____..._._..______......_.____.._._.._......,______.____.._.._.._____.------- ......_----------- ......_._..__-__.._».._...------- 111»__,_____.,__..________.._. _..__..___.. ELEv._59o_6s_»,.._.»_..____._._»_.....____..m___.__w____�___...._......__------._._._____________»1111_»..,...._.,..___._»______.._-_»»_.._..----_..___.__-»1111_»_w______.._»1111 605-T 6'x6' FIL TERRA 605 ._____.._. _.. 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'A r The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. c P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers ineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, C D 20009 202-332-8442 202-332-3021 SEAL A Ljut A 0 A! � W m i �i2 ar, ss NAL BN4� Number Date Revision 12/18/06 MINOR AMENDMENT bSubmitfa! Type Reviewed and Approved by the Community Development Department Date 6?&L /� .g File# Si> P KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAI NT/G ROSS 2004 1040 Hull St., Suite 100 800 i Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 STORM DRAIN PROFILES Job Number Date 2353.00 4/3/2006 48" MH AS PER MH -1 I-1 INLET AS PER V -DOT STD. 106.01 V -DOT STD. 104.01 655 TOP OF COVER 655 .1111_____ _ ELEV:rv84=6�._,5G--»_.1111_,._ I..» ..._________..,_..._..w_..M_,...____»_.._....__»_,._.._..__..____._______..__.____ ____..__.______»w»_-_____....___-____-»_..._.____.._______-.__,..»_»_.._»._..____-.»___.___-.,_..____»___----.w_...:....__.._...__..____,.__..___...___________________________ _ _ _ 1111._ __ _ _----..»._IR_2_..___»__________-----®__..._»______ INLET AS PER _-______-____.._»»»_...»........,..._.....»..h__.. _..__.._____...._...,..,_.»...,.._...._____.__.._.._-»_____.__.___.._»_..____.,___.____....__________.._.__......__»_»________»____»__-_____._»____..___»»_________________.._..___.__....._:.__»___..____________________»_____,._..»»1111___.._..-w__.__V--DGT---STD:-10 --.-41__- --_....__..___-___..____.._..__»1111_»»1111»..._ 1111__----. ___:__»-1111__.. ___..__..._____________...____-1111_ ___.._-_.W ________.»___._.,.___.._______w______.__»1111__._. _».------------------------ ..____..___»»1111 ..-----------.._.__»_ _.... -----».11.11..___»_ _ 1111.___ 1111»_».. _ _» 1111_ ...._ .............__..»..__,_____-----__________»_ . .._ _- _ ____»_.1111 ��� �� coVE1R _APE._PER._IS-1-____..__ �� __....______-____r.._..,.____:._-.._______._ 650 ELEV.--638-5.0.._»_____I_2A ..________..»»__»»____.___»»__.._ _____.....______-___w.- -------------- __ ---- ...---------------- ------- ..__.»_»___1111_-1111__..»__----- 650 »_______..__..._._w..M » INLET -.AS,, -PER------- _____.__....__.._..........»__._.____.._.._ w____.__..____...__....._...._._.._»__----- _»..__W____..._.._»____..__ __.w__..»____»___....____,.._........._.. _..»_,..._...,.....-.,_.._....„.._........_....»_...._......_......._.,_»........»w..,......„................»,.,.......»»»..„,»..».»_»»»..m,.........„.,....»»».,..„.......,.....,,w.._.,....,...»-„......W..........».„...,»,....,.,»»_.,..»..,._.»:1111...»_........__..__.»,. 1111 1111 1111 .. . .. .. _ _ __V_ DQ_T__STD,_104.Q»1_.. 1111-.. _»..» ., » _.w_____-__.._..____.._.-..__.._________ 1111___»_..__________ _______..»_. _»_ _..____..____..------.-1111__ 1111__ .1111 - ....� .. .. .., .. ...»_»».. ____.......-------------__...»___..._..__».,.._.-__._....____.»»___..________.._..»____..____1111__».___________._»____.._.M_. ._....____»1111 .. ,-- ...............______.__.._...._..__.,____».__.,,_......._______W_____»_____.___.._»__»_»__»___..___._»__-_..-..___-.__,.....__»»____._»..____.,_______»_..__»..,__»_4_________-____-_.__..._-___w__»___W_-_--__._..__....._..___.___»_-_-___.._.____..__ »_. 1111 »1111 _ ._ _ . _ »_ .» 1111. -------- » ».. »__.v_»___. ---------- � 645 ------------ ..------------------------- .....___.._»___-------- .------- »_.______..-------- ...------- ..------------ .._________------- ____------ ..._._.._,___»_ .___,.._.._.__..__-____»______ ------ ., .....___._.__.- __._._,_ _..,_.___....».._..__.»....,._. `' _» ----- E.�1STirYG 645 1111___ » f_..___...____ »________.-.,._,________ -_»___.____»»__Gfi��E »-M ' »_,:.._»..__»_________________.__»_____»._»._„__»__________.__.__w...._..__»_..___»__._......_...,_________._.__.....__.._.._..w.._._.»_____.__..___...__..__W»»_,.�»___..._...._.._.,.._...__»_.1111..__»1111___»»___.,__________ __. .__ __ .._...._»_ »_ __w _ PROPOSED 1111 1111. 1111___ ----_____._..__ _______w _ ._..__..�-1111__»1111_»1111. .. 1111_ 1111 1111 - _ ---i.. _ -_ _ _. _ 1111 1111 µ______w _ _» » » _-___»____»_..____...._____-»_____.__.._.______»_____-----»__________»»___________________».._---____w..______.,_»..»...___»____»__..-----_..__..»_____..___..»-______»__..»-____-1111__»1111__» ______... 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OF COVER 1111_____» 1111__ ____.. 1111_____ _w_»1111 » PROPOSED »1111_»»__.._.....___� 1111___»1111_____ _..__.._..._ .� 1111_»»___INV.__»1111» 644.13 _.,_w_w...._... 1111_ .. _ __»____..»____»»-------------------------- INV. 640 _._..._...»»_...__.._..___..�_._______»_._._____.._..�.....»..w__...._-.__.__w__»____..._..__.._..._..._.._»........ _ 1111. 1111 W._ _ _ 1111. ____.........._ SLEEVE 1111__.. �...»......,___..__. ._......___»__�_.___._...__»___..END--SECTION__..»..._______._ »___.________»1111.»____..___.._48..._MH..,45-.PER--1111____ li - _ _MH»_2_ ____»__..GR,AR.E__1111»___...._._____._____________ 1111___ _,__._.. 1111____ f _ _____.__.____ 1111»»1111___ 1111___ _»1111__»1111_. _...______._».._.._.»_....____»-_µ______w___.______._..._......_...__..........._..,_...._.»1111-. INV. V- . 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SD --1 RCF` (CL.- I.V)_»______________---_-.__.__ INV.15 � _.._»___1111-_ 639.80_.__ ___.. _____.______._______,.__..�_.._»1111. 1111__ _______. 635_ ___.»_...__.......»..__....,,...»___....._..,......_..w..___.____ »1111.._ _....___-_____:_...._______ ___..____ ______.._.-..__»-___.-__-__..__.._.._____.________»____»-_-»__-__..____..__...______.._...____».._»_»_»__»__..___w________..__-..____ SD -2 I'll __..___.. 635 1111..»__»»-- __._» 1111 ......m__»_..___.._.._,....._._w____..__.___..______. ,,.1w.. , 1111. 15 RCP (CL.IV� _.,____-..__._®.__.»_LL_.___.._.._...._.....:.-----..____...____________ ______..»»___»__._....__________....._.._..__.__. »_.......___...._.._.......___..._....»_... ...............__._...__..____.._._...._.__.___. _..._....._......... _.._..___.._..... _....._.._.._..__.._.._..__ � �- .._______.._ ---- »_ ------------ 1NV­-------- ,__.._.._______....._..____.._._.._ 1111_ .. .W.___...._._._.,»..__.._.._..__._.._»11 � 9�.6/. 11_..._W_»w___.._-__...._.........,....__........_... � 636.01 ____»........»_____».._,._..___»-_......______..»».._.,_________»»__..____ ____._,.._.._.__..____..__..___»____w_.___..__ .._____w______.._..__----11__ 1111_»1111__»_______�.. ._»................ _ - AFRIP.....RA�......__..__............__________._..______.._.____,.._._________...___..._._ CLAS _.__,._..__._____ .._____._..__........_-1111-___.._..________»....___w__. P .-- ___.._._..___.____...__.._............_...._....._............ ------ __..__________..___..__..w_................._,..__..____....___..___�....»_.,................,._.________.»__..__»____.__.._»__..________.__-.________»1111_ INV. { 11 _ - --------------DEPTI'-I--2--_0._..»_M_____.w»1111...»_....__....__w_»...w_ ..____,.__......_..._.....».. 1111 1111.. 1111__. ____________________ _ ..._.___ i _ 1111__, .. ».�.._________ .__._.,........____...____ ................_._._..__..______._.»1111..__».____....._ » . »..._._____.._________ww»__..___-_.___»_._...__..._»_.._______...___w.__»_-.__»___._......,..,__..._____»1111_.»1111_»..w.___..-..»_..._____ 635.62 630 630 _ 1 TH 8 LENG________:..____._._.........__1111...».....__......_.._._..»_ . .____....__..»._ - �.�-_..--_____.__.._...__..._.___».. 1111. 1111_.»._»1111___ ..»:...__._..__..__.._.....__.._.....».._..._.. _._»_..._..____......................._______.____------- ...._._____..____.------------- .------- ._____....___ ........_»__.__1111__»____________._..__...___.. WIDTH=4'-6" UPSTREAM END __»_..___..__._____»».._»___________.._..__..___..__v i WI TH 9.25 DOWNSTREAM END WIDTH= D 1111. -......_....____»1111__ __._.. ___..___.._....____.__._W..__.»__..___...._» 1111» 1111___ 1111»_____.._ ____.,.__............_.._,._----...,.-._....____....._..______________.____._»�_______-_-__---- � ._____...__»_____-_-_.__---__..__._____1111..__------------------- SD 2A _------_.-1111_»____,._.._ .._.....______..__....�_.___.....__.__-1111__-_____....__. ,____.____....._.,...... »__.........,__..__.__.._..__.....__...»__w._..__..-------- .__W... ...... ..».._._w»1111..»..__.___.____._.-15 �1».RCP-11._ _.»_.. (CL.IV) »__»».___»_____»____.,._._»_.,_____._....____.»__,.»n,.»..».._...._w_._.._.._.._w__..__._»1111»_...__....._.. »1111-------- i _....... ...»1111____ .» , 1111. .. ». . 1111___ 1111._»_ 1111»__.__._.._ w 1111. . _ ..._____.,v»»....._____»__...._._____________»..___.._____....___»_..».._.�___._»..______.._____».___..___..__ - SD 3 ..__...__»___......1111»..__..____..._..__...__.... 15" RCP (CL. IV) 625 �...._.___....__»»............._......__...___x__...._. ._»1111__.. __ __..___».____....w...._»__..__....»._ w...._.... 1111____»1111..»_ .._.»..._._»__....___.._____._____..»__»....________ 1111___@1111 -,.___.._____...»__._._..___..____..______________..._._____.._.___..»_...»___..»»-_...._____,_..__________.._._-___..__________..________________»..____M.»_____»_»__-»»_ 9• l 625 o --------- _._VINV. ---------------- INV. .____..........._.. ------ ____..w_..........................,...._...._.,......._.........»..___..------- ,....,....,....._..,.......w..,, _______».,.......».._..._.__»__...__._.._»_----..__»____»____.____..______._.._.__»_w..__._________. _____.____»______.1111»___.._____»»__.._.______.._ ._..__.___ o_._ _____»__....._ _1111... »1111 •t) ______.__..v___.___._....».__..___..»_......_..__..________»_......_..____.._______...__._»___»_____.________.__..__»__»____....._._.»_.._..»__..______.._....._______..__.____ INV. -_______.....___.._._........____»1111_.. _ _____..w_____.._._..______________.__. 624.50 _ _________.___. 1111_.._»__627-.1-0--- ---------- ------- ----------- ------------------------ ------------- __ ---------- ------------------------------- _W.......»____»»__»____..------------------- ___._.....___»»1111_»»1111__».._..__.... 620 _.....__».._..__.__.»..___.»__..____».._.._..________.�..__�_..».__..__._._w._______.,..__»...______._-1111»_ ...»_,.__»_____,,..._._�____.:_..,.__.._,..»..»___._»_,_._..____..__......__»»__._....___..__....__.»»1111___»1111.»w...___..__»1111___». _»1111___. __._,,._.,______..,..._.__»_________..._»__1111___»1111_._»_....__.»..»..__._ _.._.._.._»_.............__..__..____.__»1111..--_ 620 __..:_.._____________»___-,_______.w__..____.._..__.._....»__._.._._.__»____,.»»__...-_..»_.._..»_..__.____.._....k.__....._.m_..__,......,. ____.._.»..._.______....___._.:.__,..».__»1111._.._------.._w___»_»__1111_» ._,_.__...__» ___...»»._..------- _....__.._»..__»»1111---------------- _.---------------- _____________..»..__..__...._»w.__._»__....__..___....w_.._».._.»___.._.,w_»_._.»..____»».._______...__._»__..._______._:._.._w»__»»________»_..______..»1111»....._ 15I_I__RCP (CL.IV) .____.»_______ ..._.._..___...____w.____.._.._._.___..___w_...__»�___..»_..__»_____..:..w,___.:....,..___...._.._...__.w,.._____..___.__.......:.._».,..».....w__.._w»_.._____._____.._.__,_..__._-.»__._ 3.11. ---------------------------------------------------------------- .. _ 615 -------------- ..... --------- I'll --------- ....__._» .._._.._____...__..____. 1111_»_.....__ 1111_.___»»1111»____.__.___»»1111_ ___w________»_»»___..____»,_______»w___...___,»__._.,__..__..__»_.._w_..........______.._»_._._.._._..».._______.___»1111..»__________.,__»_...__.._ 1111_._.»___..___...»1111___-____ __._»____..__w_»_..___,.__.._w.,___......._..__,.»1111. 1111.. 615 _______»_11.11.___..__..__...._..._._.....__.___.,__._._.».............______..._.._..» ...._._....___ __...,___.__--------- 0• O ,, __,._»__ __.._._»__. ___01 ------- _»____ O -------- 1111____» . _� 1111. O O ----------- O OO• 1111_0--_-__-.1.11--(X) ___.___...._.c , G .. _»_»..___»®.__ ----.____»_».------------------------------------ O 0--�? _ ______.».� � 1111»111c�__»______ o � o»»»111_»111»111_q; � ___._..w_._.»._.__......_._...»1_1_11v.__»_.._,1 Cj .._.......:____.»_._......._ .».. 0 _1111_1111.._o0 0 1111. 1111 o _ O O O O 0 0 fi10610»__.___._»_______..___.._»_..._»_____....___. SCALE: HORIZ. 1" 20' VERT. 1" = 4' L STORM DRAIN PROFILE SCALES HORIZ. : 1" 20' VERT. : 1" - 4' K J H G 610 61C -__-______-__....._...____..._._..______......_.____.._._.._......,______.____.._.._.._____.------- ......_----------- ......_._..__-__.._».._...------- 111»__,_____.,__..________.._. _..__..___.. ELEv._59o_6s_»,.._.»_..____._._»_.....____..m___.__w____�___...._......__------._._._____________»1111_»..,...._.,..___._»______.._-_»»_.._..----_..___.__-»1111_»_w______.._»1111 605-T 6'x6' FIL TERRA 605 ._____.._. _.. B.Y_..AMERICAST________-_...__.._._..._.»_________.»»__-___»._»_.....»_____.__w»_....»,_._...__._.._.._..______________»_-,_.._.___»____»_....,»____v__.1111....»......._....____..__.__ _...____..._»..,._.___..._..._.._._.._..,...._____....----------- ..»_.,__.__..------ ...,_.»____---------------- ..»_..__,_M....._ 1111_ _ _ _---------------------------------- »w... ---------- ..»»__.»w.---------- ..»W____..__..._...____M.»»__..______________._____________..___._.._.._.._...______ 1111_»1111» ELEd».- 5$4:1.8-__...__....__.---------------------------------------- 1-7 _______________--------11__»_»1111____--- I_7 ---- _.___»._M__-_.,------------------- 1111__ ___INI=ET.._AS,_.PER»___.,....__..____..._..------ ..._____,__--___.....___...... TOP OF COVER 600 V -DOT STD. 104.01 600 ).,EL_E-V,,,-590.00_--.__,....__»_».___.__..__»._»...._.....�........:_......._.......__»_.....____..__-»w___w___..».._._»._»___,...______-__..I SHAPE PER IS -1 »-_-1111___-1111_._ 1111_._Nt�..E.T__AS.....PE.R.__....____--------------------------------------------------- __»_»___»._..__----_»»».._._____.------- 11_»_M___.._..__1__1_._11 ------ I -------- _-w_ V -DOT STD. 104.01 »____________________._»_____»___-»_...__w____________..».__.,»_.....»_.__,.----------------------- ---------- ------- I ------ .»___-w____..___._ -------------------------------- ------ SHAPE PER IS -1 TOP OF CURB ___........._....___---------------- _____---------- _»»»------ ..w_...... ------------ .....,--------------------------------- __-»__..._______»_M»_.__._._.. _ ,.,...5 M4.� ..__...,..,F_-3 1111_____»1111__»1111. 595 TOP OF COVED 6 x4 F1-LTERRA 1111 ______________..___....__ 595 __»__r»_»__»_»__»____» _____.__»..__----------- ....BX--AMERICAST-------- _______-M_»__------ _______..-___ _»1111.._. »____._____ww..____.__..__.._ _.,_SD__.. 1111»ELEV:-588-.-0-9 MH -8- ...._4g.!!. MH-.AS---PER-_-1111_-_----.._____ 1111._ 1111_ 1111___ V- T T . 106 01 .___»__.1111_--____...,...____.___.__... 1111 m_..__.»___..__»,___.___»_.__�Q_.»-__�__Q_»________»1111__»1111__-»1111_ »1111_ _ » ._» _ . 1111 1111..»1111_-_ ------ ------------------ ------------------- Gf-��E ELEV. 583.30 INLET--AS--PER----,,-_» ---------------____»» _»__»1111____»_._____ ---------- ___.._________..___»______m. ------------ 1111»..w__...____» V1_DOT__S.TD._104_01-- -------------------- ______-----»_-.._.___. 590 PROPOSED590 ..W______ ,...,.___.._.._,.»1111..__-_-____-,.__ --------------- ®___»11.11.. GRADE ---------- ..--------- .----------------------- --------- ..,.__________ ..»..-----___»_., .______________ 585 587.16 585 »..__.__.._ » _. 1111.» _»»__»____..»1111__ »___..___.__.._.._..________.._�._...._____...,._.__.__.. ........__.___1111...».._____..__»_...____..__ »»�__»1111_»»�__..__... _-._....INV:__.._.___ -------- .._.,:... ___.......- ------ _....__......__..u_____..___._....___M__»__.._.__».__....__._,._._---------- 11..__ 1111 1111_ _.._w».,._..__..__._.»1111._» 1111___---. 5603 � '�"--- ------8---.-------------- 1111 1 1111 1111.».NV._»1111__ 1111__»1111»» »1111__. 1111.___ _.__...__.. 1111 1111._ .._.._..._..._.__.._.______ _»1111_»» 1111__ _»1111»�__...».»» » . . » .. .. 1111_»1111__» \ 585.00 »-___»_ 1111 _________________-1111 I,_ PVC_____ __»________..»------------------ _.___..._.____.._»»..___...._--w__..®___..,._.:_._......__r..._»----- ------ 11-------- ..»_11 11---_»1111._»_ 1111». ----- _.»_.___.____»_ 580 (SDR -26? _ 580 1111 ---- 1111 _INV....._ ..._.,-----w._rw..__-__.__...__,......___.________..._____._ ______.____._._.._____»1111.. 1111 _ _ 1111_ __»-______._»._ @ 2/ _ 582.09 INV. - - ---------- ------- ---------- ._M.»1111. 1111__» _._..____.._»....__._ 11------_»_»_,1111. ._ ____________..__1111»__..w»1111»11____._.__.. »111» 1__.._._..._.,......._......__..____ -. 581.98 580,5 INV:.,_.1111»1111..._»....______.._____» __..__._..»____...�_.._..._.._.�,.._....:....»_�..__.._»......______»__.,w_...�»_»....____..______»1111..»_-____._.___ -INV. 580.43 580.42 ........................_....w_.._w..______.,___.._____...__.__»....____m_..__�_».._1111_»__�»___....___»1111_..»�__,» �__»_______.------ .»1111_»»1111___»1111 _»_ _ ___.__________....__ INV. !1 . . .:, ._......,._____.... _.._____.. .15-��»RC-F'_(E)__._».__..___»______.._»».............._.,.._.___»1111.. 1111»1111.. .._ .._..__w.,._.......»_,...__.....___.»_ _ ._ » .. ........._.. 58fl«45 575 ......... 1111»1111__. INV. 582.09 1NV• 575 ......»._.»»---------..___»1111__»._---------------------------------------- ...... _._....__......._._....__._....__..._..___._----------- {{.. _ __ 1111»».„_..:..-..__ _ 1111. 1111 1111.____»1111_ ......._._ .__.__..__»._..__-:___»»_ 18 RCP (E) 580.25 SD -12 _ !! .._..__.._._..............»_____..____»»_»_......_..._...»1111.»__..w_»1111»»»1111» 4 -PVC »1111._»1111_»»1111__»»________ 15" RCP (CL. IV) (SDR. -26)..________ 1111 _. 1111._ .. _ ...:.........................._.._,_.._.._.......___»___..._____..___..______._...._____.._..»1111_»1111. 1111 _____.__ 570 .,.»_..._.,..».v.__....»»..._..,.........__....._..__._....»»_..__.._,.� 1111 _ it .d_!.»».,..,.... SD 13 II 570 _______ » 1111_ . »1111__ 1111 _.____ ______._.___________»___..____.@1111 ..._.__..._.______.______.. 15 RCP (CL.I-V) Q�S� .___________ _____ __ __.__-__»_-._____»_.»1111_ 1111 _.._....... >a_.2.0/,--------- .»1111.._»...._.........___.._...__ »_,.___.....__...------- -------- .__ 1111__ .__...___..____________ .__».._.._____-».,»_.,__----..._______ _ 1111 V_..____....____..______..... LO O M p N O 01 _»1111__»»1111»_........ .. ° °. 1111_»�____»1111__»1111__.._ ,_ ..cs�___.._ 1111_...»1111 o......_.aoM--.._...»____....__________.._..._.,......1111»1111___»1111_._»..._._...»»1111 . 1111 ___.___._..M__»_.._____.. _»_ 00 n.....___ 1111_-..___....___» O r- 1111_.. o PO +_+ 1 ..+. _ _ _ --___»____..._._»»____._....»_»__..»»_M..»»___..,._..______.__v____-11 ,._�_.._.._______________.»....__�_.. - +_..� 1111 __...._____..__ 565 O O O o O o 565 STORM DRAIN PROFILE SCALES HORIZ. 1" 20' VERT. 1" = 4' F STORM DRAIN PROFILI SCALE: HORIZ. 1" = 20' VERT. 1" = 4' I r 7 (Y HORIZONTAL 01 41 81 121 VERTICAL N r �N. w 7 C AtIce A eo fl . 'A r The Thomas Jefferson Visitor Center and Smith History Center Thomas Jefferson Foundation, Inc. c P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers ineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, C D 20009 202-332-8442 202-332-3021 SEAL A Ljut A 0 A! � W m i �i2 ar, ss NAL BN4� Number Date Revision 12/18/06 MINOR AMENDMENT bSubmitfa! Type Reviewed and Approved by the Community Development Department Date 6?&L /� .g File# Si> P KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAI NT/G ROSS 2004 1040 Hull St., Suite 100 800 i Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 STORM DRAIN PROFILES Job Number Date 2353.00 4/3/2006 7 M 5 4 3 2 1 600600 Mw_____________________®___-_-----__---....w.,_...._........._.._......___._.._.__.__........_..„_________„„._..__:.-.__..--------------- ._..___._____.._..__-________________..__-.______„___._....____________ ___..___-- ...w-w..______.___ww.._..___„..______w________--__w___..._-__w..,.__..________..____-__..___ w .. TOP OF COVER 610 605 605 595595 ELEV. 594.01 590 4� EL�V.�.5�3�d 48" MH AS PER SD ..w__ .._�S�_.._m ELEV. _583..50 _ MH -9 MH -10 SWM OUTFALL 590 ______________..____„__________________._____„_______.._____________..________.........____.._________„__.„_____.._______________ ______SHAPE-PER__I.S_-1________..._____________.____.._.._____. 600 __.,___tiN..__..w-,.�_u�.._..__e�_.,-_w-____.......__ww_�_._.._-__.....e__...-....,......._.._.,_____-.___,_.„_..__....__..__.._...._y.._..Y___._d_... 600 V -DOT STD. 106.01 ..y..„.„....a _..____...-_a.,___ _w__ C- ... ON TR L.„ C RE ---____..w.-. GRADE -----.a_ -_____......___.._dm„ __.�__.�e.FND SECTION..___...W..- ----.uµ.._ �C7P�w0 _��C .. EV _...___�_-_mn�-_____._�_-__W_ ------------------------------------------ __..d_W ------ b ------ 1-11 _w__W__--------m-.._-----_---p__..---_---_W_.__..___----„..,___ o.._-.. 595 ..,........._.._......._................,,_._,,...,...._......................................._.........,......_........,.......,....._...,................_.,...,......,..,.,..>..._.,,....,............_.,..,M.............�.....,......_....._.._...._.._..,.._..._......,..._......_.. „__..__...___.._._..__.._.._...._.._...____>...„......___.,_,.__.___..____.__.._..__. __. �D.�..__a~~E.LE�V:~~5-8-�: _._.__ ____,_-.._____,.____,.__w_ 09___._.._y.______�_..r_______ 585 .---WQ_dd--------V=�OSECTD:„10.2:01_wd.____W_..__u_vW___-_.. ES -2 PROPDX�, -.w.___>___....,.__w..._._W_H _w®-------_-_a.-.__-_.,___.._.....__--_--.._._..._ 585 .._a......_..__....__.._v__-_-_W___aW_.w_-__v..-____r__.___.___.__..___.._..W...___,.---- ___a__n_„_-__..___.._..__.._._____ � d...__a .. --___a__-__..>__..______.____a_.,v_m_____.__W_._-____r__v.. PROPo-s-ED 590 GRADE ----- ----- _-m _w._w_WIERv______-__v-.-__~.,__._-____..._.__._.____. 585 595 550 587.82-_- -__dn.....s..�...„�„._�___.._�_.__...�_ 580 580 _..a.._ _.-_-_.__ u. _�_.....w 1NV._..__m�.__..___..d__..__..„__W_.._.___.__-W__.._.....W_.._w_d-____-__._...>_.__.__n..w___.._..___�k„__W......._.._._..„..�... 580 ..____..W__-w-_CLASS--II�IP--RAP_m_»r..„..__��...__-..„__._v___W._._..4_..-___a__w._______„__..__._.___._..__.a ,....�..,...,.......__.. 575 �_. _____ _s w___....__. _�___..._..__.w_.._...__n_____��__.,d__�.._%....W____W._>_. _m-___..._.._QEPTH-�2-._�__w__..__�_.M .___.._.._e.._..__.....,._..___...._,.„....-,d_..„�, .._.. .. .... .. _. .. _. ._. >. .. .. .._..........._......,....>.....,.._.>.._ea.....,,.....__.,..n.__«_.._ail..._...,...._............e..__.._..__.�.>..>,_.....__...._..,..._._..__....____.._„.___»........._..__,_.,,._.._,. ..__... .. .._.. .�_..____,.__„. 15 RCP tCL.IV) 570 8 - -DII'- FROM_._..___....vww..______d_..„_ _...........,....._._.._..___..._.._........._....._._:..._...._.........._..,>._..._..,. LENGTH=10 __ __.._e__..________ ______p ----------- .. _ w___w __._._.. ,.v_ _., a_.a.SAND.FILTER__No�1_.-.._.._r__~__..___ O 575 WIDTH= UPSTREAM END .1NID�H�=12 bOUVNSfiF2E;4M�„.,�N.�,ry ,_,-_.._...__��...._.._._yr_._...d>....____.._._...,-____-_.___w__..__.„_..�_....__-u-n wo__..__....._._..-.w_..____W_..__.-_,W_.._..__a__..___..Wyw_..y_o�......._�_..------- ...___....a„,._.....___~_....�.___d_..._.---------- .. � ' .. ---_.._..,.w,,..__.._.....___.._w_„_.._......_.._ 575 EL�V. 539'89 SD EV, 5 EL 1-14 ..........m...._...,._..,.,.., _.~.......___..__,.,__._. __...... _ __......_..._................._,..._......._..._....._.........,...._....._.._......_ _.._..,._....,....... V -DOT STD. 106.01 _-_W__-_______m__.._..____._v.>_.___W..._._____.._______.._ __ sa.._.._... -_..___..w..._w.._____„._.._.„ d___---_..__..-----_._._.....__.._. .... _ 48__.MH.„_.AS.__PER_......___....MH_„11....._.._..___ ......_..._..IDLE- ._...,.......,_...>_..............m..__....,__...__...._.......„..._>.,....__.�.._,...._..__.._..___.._.........._ LET ---AS PER ...,..._...._.,.........,.....___...._..._.,....___. __......................................................... 570 .„__d_-__tld.-__...„..___e_..ELEV:W57O�.il43_..__...mtl._�.__W..____-__--w____._a�_w.. ____�._____......__.._.._.. 571.58 ..... __......._..___ .w_.___ ....�_ �.....~_._e..___u-____r-w__-.__.___.._-_.____r__..-___u..a�__.,_.__ ------ 570 V... _... .. .__1.0.6....1.......__...._.. ....._._. _...._.. _.._... _.�____-d..___.d.....__m___-_..„.�_„..�____.�_�____. _ww___.M,05 -___..___.,__...______..___m,_r__......___~_a.._�.__a_._.........,~_.mwa_--_...._ __............._......,... ,... _ ..._...,._rc..................._~_.......,..._...._....�.._._......„.M....._.._._..M......_...._...._..._...................,._..,.._...._.,.....„....._..>....._...... INV _..., .._.......TOP_.........._..._ . _.....................N_.___.......,.......__m._ OF COVER _..,_... 590 545 _......._..__m_...___.............__...~.,._ INV. 72 CMP (W) - SHAPE PER IS 1 ._..,.�....__�_....m___w_..:.___. �......._....,......_._..._......____.-_....,.-__._.....M..v.....v....._,........---------- ______.._ v__._..d,.-_w__.._..d___.____w_....------- ._______, ______..___n_. -.57 -G. --3-..._._r..._ __.....0.,._._........_..._-_-__....w..,.aww______..v- -------- ___.--------------- ----------- SD 6 ___..____--.„_-.___-W-„__W_____--..-_ .__._..__.r._-----___..__r_d._-__--I_N-1%r__,...m.._....y..______...__..___..__..w..... 565 ___..._....W.._.........._...S.D.-..1.9_ 571,70 SD-18...,.___-~__._,.__..--------- ._.>,_.__ 565 .............. 24” RCP (CL, IV.). __....__-_a___24” R P_-_(CL IV)...,_..n...______,.__.,---_w-_...__.._..~,.______N__.a_rn.... PROPOSED 560 O @ 1.8% @ 1,0/. _. N O r. ... GRA 560 SHAPE PER IS-1ES_5 O O O ._...._ ..... ............_..._. _,..__........._ 555 _......,.... 01 o 0 555 STORM DRAIN PROFILE SCALE* HORIZ. : 1° 20' VERT.: 1” - 4' 610 Mw_____________________®___-_-----__---....w.,_...._........._.._......___._.._.__.__........_..„_________„„._..__:.-.__..--------------- ._..___._____.._..__-________________..__-.______„___._....____________ ___..___-- ...w-w..______.___ww.._..___„..______w________--__w___..._-__w..,.__..________..____-__..___ w .. TOP OF COVER 610 605 605 ELEV. 594.01 _____..________________..____________..____r_____ -___„______..__.I. -g. __ T R�— .____.._____..__...___...._.___..________.. _......__.___.....___._____... .._ ITAS�mpE_____µ„...____..__________.._____.._..._..._ IN =E ___..________-__„_-.___._____________________w___._.____--_-..-__---__--..___..______,._.-___._._--_--__--___-____w____- _._.,._.V-DOT--STD-104:01..._...__..,..,..._,._....w_.._®..______ ______________..____„__________________._____„_______.._____________..________.........____.._________„__.„_____.._______________ ______SHAPE-PER__I.S_-1________..._____________.____.._.._____. 600 600 .------- -------- ....._�_ ,.__... _..m......__m..._....,._,...._..._..__........._,......... EV.......584:18-......„ ._.......„.._.,__......,.„.....M-_..___.._....___.,........._...._..__.._......._....,........._._........._,._....,..........,..,...... EL GRADE 595 �C7P�w0 _��C .. EV _...___�_-_mn�-_____._�_-__W_ ------------------------------------------ __..d_W ------ b ------ 1-11 _w__W__--------m-.._-----_---p__..---_---_W_.__..___----„..,___ o.._-.. 595 ..,........._.._......._................,,_._,,...,...._......................................._.........,......_........,.......,....._...,................_.,...,......,..,.,..>..._.,,....,............_.,..,M.............�.....,......_....._.._...._.._..,.._..._......,..._......_.. „__..__...___.._._..__.._.._...._.._...____>...„......___.,_,.__.___..____.__.._..__. __. �D.�..__a~~E.LE�V:~~5-8-�: _._.__ ____,_-.._____,.____,.__w_ 09___._.._y.______�_..r_______ I-7 ._.__.._..fNLET.._,qS....PE.._..............�.........__.._._,.__..........,__.......,_._.._..__.....„_......._,._....,......._....__,......___.._.._._._,..m..._...__..__..._._ .MH--8.___-4.8.._..MH_-AS-~ PER __-a___a_.______,_r....___..------------------- ._________________ae_. T 1 ' ...__.._.....__...___...._....„_n____..___.._......�..�_.._.w�....W.-,.__._4_w_.,...__._...._.._....W....>....~!�-�.�T_ll�....D,.._.Q.�u_Q�__N�_-___-w_..__....u. _..___..v.,�__..y...�_..._._......._..._..._w_._____-_.__..n_._..,...... .._a......_..__....__.._v__-_-_W___aW_.w_-__v..-____r__.___.___.__..___.._..W...___,.---- ___a__n_„_-__..___.._..__.._._____ � d...__a .. --___a__-__..>__..______.____a_.,v_m_____.__W_._-____r__v.. PROPo-s-ED 590 _..______.._W...._.._.._.,_.........._w_.,...__.~___..w_.._............._.,....._.._......___ _.__...__ _.._...._.___.__.__. �R�DE-_........�_K...w_.__.d__�......._�_.__-..__-____>,_._>.-______-______w_..._....__>,__ __ ____________v___.r______.__�..__________._..___..-_______..____...._�_..__.,.__-_.__ 590 585 585 595 550 587.82-_- -__dn.....s..�...„�„._�___.._�_.__...�_ ___..._., ......._...... 580 580 1NV._..__m�.__..___..d__..__..„__W_.._.___.__-W__.._.....W_.._w_d-____-__._...>_.__.__n..w___.._..___�k„__W......._.._._..„..�... __..___.......__ ---------- INV_ __INV,_58.1.._99_._6__.._.._.____... __.. 582:0.9 w_�__....._..-_.._-v_...._~____.__...____..___..----------- ..__...._ .....____.._._..__...__._.___..._...__..__.._n.. ,....�..,...,.......__.. 575 __......_..__.............%_.._„_.,------- _..__W_,.�__....._.._.W_____...---------- _15-'' -RCP--(N).___wWw_____....___..„_...„__,_�.._..____w_..__._...�_..__...wW._...�..,W__w...w.~_�..-_..._W__,.______...._.�..>_..�..._ INW. 582.09 575 570 .___.._.._e.._..__.....,._..___...._,.„....-,d_..„�, .._.. .. .... .. _. .. _. ._. >. .. .. .._..........._......,....>.....,.._.>.._ea.....,,.....__.,..n.__«_.._ail..._...,...._............e..__.._..__.�.>..>,_.....__...._..,..._._..__....____.._„.___»........._..__,_.,,._.._,. ..__... .. .._.. .�_..____,.__„. 15 RCP tCL.IV) 570 _...........,....._._.._..___..._.._........._....._._:..._...._.........._..,>._..._..,. . ..... ..... ...... _...w......., __.......__...._............_....-__.,...._ TOP "'Of”' COVER TOP 01= V O to O _..... 565 ,_,-_.._...__��...._.._._yr_._...d>....____.._._...,-____-_.___w__..__.„_..�_....__-u-n wo__..__....._._..-.w_..____W_..__.-_,W_.._..__a__..___..Wyw_..y_o�......._�_..------- ...___....a„,._.....___~_....�.___d_..._.---------- .. 565 STORM DRAIN PROFILE SCALE: HORIZ. > 1” 20' VERT. 1” 4' 600 600 555 555 .------- -------- ....._�_ ,.__... _..m......__m..._....,._,...._..._..__........._,......... EV.......584:18-......„ ._.......„.._.,__......,.„.....M-_..___.._....___.,........._...._..__.._......._....,........._._........._,._....,..........,..,...... EL ..................,.._.,........_..._............,.............,........_............................._,......_..,.......,......,r~.,..,,,.........., ..,........._.._......._................,,_._,,...,...._......................................._.........,......_........,.......,....._...,................_.,...,......,..,.,..>..._.,,....,............_.,..,M.............�.....,......_....._.._...._.._..,.._..._......,..._......_.. I-7 ._.__.._..fNLET.._,qS....PE.._..............�.........__.._._,.__..........,__.......,_._.._..__.....„_......._,._....,......._....__,......___.._.._._._,..m..._...__..__..._._ 595 _.,..._..___._......__._...,,....__._.....____..._,..._.,_...._...__.., 01 V DOT STD. 104, . Y. 595 550 ___..._., ......._...... 550 APE PER ...__ _ m.VER_........ ........_....,.,._... ,....�..,...,.......__.. SD _...........,....._._.._..___..._.._........._....._._:..._...._.........._..,>._..._..,. . ..... ..... ...... _...w......., __.......__...._............_....-__.,...._ TOP "'Of”' COVER TOP 01= V _..... MH -14 , .5$5 48” MH AS PER EL�V. 539'89 SD EV, 5 EL 1-14 ..........m...._...,._..,.,.., _.~.......___..__,.,__._. __...... _ __......_..._................._,..._......._..._....._.........,...._....._.._......_ _.._..,._....,....... V -DOT STD. 106.01 __._,.. .... _ 48__.MH.„_.AS.__PER_......___....MH_„11....._.._..___ ......_..._..IDLE- ._...,.......,_...>_..............m..__....,__...__...._.......„..._>.,....__.�.._,...._..__.._..___.._.........._ LET ---AS PER ...,..._...._.,.........,.....___...._..._.,....___. __......................................................... .,_._..............._....___. ,......,... _ __._.._............. ............._...... ,........_,... ,.........,._._.._..._...,.._.............,.,........_....._....,.........., V... _... .. .__1.0.6....1.......__...._.. ....._._. _...._.. _.._... 590 __............._......,... ,... _ ..._...,._rc..................._~_.......,..._...._....�.._._......„.M....._.._._..M......_...._...._..._...................,._..,.._...._.,.....„....._..>....._...... .... , .. , _..., .._.......TOP_.........._..._ . _.....................N_.___.......,.......__m._ OF COVER _..,_... 590 545 _......._..__m_...___.............__...~.,._ ___..._,._._........._..__....,....._.......__..,.._.>...,...._.._.,M..,._.~._...,....,._. - SHAPE PER IS 1 _..,._..,.__.._._........,,..,.__..._....._._..m___m_..._ - SHAPE PER IS 1 ._..,.�....__�_....m___w_..:.___. �......._....,......_._..._......____.-_....,.-__._.....M..v.....v....._,........---------- ....___.._...,...._..__....__.,_................_.,....... 545 SD 6 .__._............._..PROP..O,SED......._..,...,. ._.,.....,......,...._........ MH -15 SWM INFLOW M H .............. END SECTION �� ��� PROPOSED ...........,..,.,.u......... .........................._.. ... GRA SHAPE PER IS-1ES_5 -­--V-DOT--STD--.-1­- 2:01...._.._.__..._ ._...._ ..... ............_..._. _,..__........._ .._.,.__...,...__...,,........., . M......._,........,._...>,,.>..___.._...,..._..,....„,.R.....,.....,...,,,......._.............,...._......�........,.,....._........,....>_.___ GRADE _......,.... .. .................._..._......._..._.._..........__...,m_....,.....__........_......._._., ...,......... M_.. ---GRADE__- „... ......_..__........._........_.............._..........r~_....,....._.._......_..,...�.._.,.... 585 585 540 540 ------- _.._... .................._...._...,......__ .._ .___......�......_..._.....__ .,..,................._ ...___....._,._.._...__._.........._...........___..._..........._....,........._,......._ _..... _.,.................___,... _.................._.....,.... _..,............._....,....,.....,,,, ...,...._ .....,..,_... ,...,........,...................._............._,..,......,.-----,._ _..__..._...._... _.. _ ,..,...._.----.,.-...,,.,..._......_........,...........,,,.......,........,....... 580 __ .................._....._.,._.,,.._..�......._......_..._... ........................_.,...,... ,.. ,. � 580 535 CLASS I RIP RATP ! 535 ........................._,_ .,.....,........ _ _ _ _ INV. 58.0.43. 1, l l 72 GMP 15 RCP (N) � �� DEPT 3 H 2 _ l � f -INV INV, 580.43 579,87 0 .5/ WIDTH 3 9,l UPSTREAM END .__.,._.,_._.._.... ..,..... .. . ......_.....,.....__......,.____........,..._..._...._,.....__ 15 RCP (S) ..............__._.._.......,..:......._INV:-�.__....__ _.._.._.........,,........_ ......,....... ....,.....,........,....,,........,...._......_,._......._........,...,,._.....,...._....,....~.,...... . .,..., ...._ .. _ WIDTH=11'-3” DOWNSTREAM END , _._M..._... ......_....M,.. ' 575 575 530 INV. -INV ...... ._....,... „ ., .,...,...._........................ 530 _ __ ...._ 8” DIP TO INV. ELEV. 529.09 � 535.25 SANDFILTER ...................................._.............._ .....__....,_......_...............,..__..,., .,.... . .,._. .._......._._...m.. SANDFIILTER 579.77 __..._ _......,..____ ...,.,..._,...._.........._.__..........w........w.,._......................... ..,..,..,.............,...,...,..._...........,..,.......,.,.,......,....,.._...................._........ __......................... .. ,.._..w_.._. ._,...., ...........,......._........INV._..... _.......... _.._.__..._.. _.._ __....,,...,........__......_._......._......__............_.._.........._..._.,...._....._....._.._..._._.........,..,......,....,...n........... IN 529.27 _ ....,, ., .. _ ................... .. ,,.........,_............_.._...._ 5 79.67 INV. ......................___.._....____..,..._......__.........~_,_.__......_.._..._...._......._...........................,......,.._............,......,...._...._.......__..___............._........,......,...._......,....,..._.......__._......_......_..~_............. .__................._.._..,._____W...,,......,.,..,......,.__.........,.._........_W.....__...._...........___.._ EXISTING GRADE ._,,............,.__...._._____...._......_ I I`�! V . INV. 529.37 „ _, ._N...._.„...>...�_...__.g..__Df{�---FROM....._..__....___............_..._........_.._......_......._._...........,....._......,..........._..... 529,09 .._......,.a.,..._,...N�,....,...._,,........,......_.._......,._.....,........_..._„.._....,.._....__. 570 SQ -26 _27 573.84 570 525 525 18” RCP (CL. 1V) 18” RCP (CL. IV) .>........................._.............._..,_.._.._...,.........._......._..............., _..__ ......~..,...........„.._.....___.___..........._._....._ __.___......._...,...._......._......_....__... _......._..__ ,._.._......__._ _.._,_.._..__ ._......._......____.._...... _..._... _._ ...,_,.............M.... _..........._.........._...._.. _......_........_._...,....._.. ,.. _ _.........�.f.. ~15 RCP �(CL, IV)--...,............,.........,,..,... 15 RCP {CL, V) , ........._....................._.,.........._.... __............__..,....,.._._.....,.,.„ ........ .. .... , ..,.,...,.,.....,.., ....................................................................._..........._.,.., .. _..... _....,.....,....._...._.......................,......_.._@_..i0+5/._..,................._@..,,1,53 _ 565 565 520 520 560 __._ ....__.._........__._._.__ ................................_.......__..„..__.._....,........,..>_......._.�a_....W..._....,__._....,.............._.,.....,..,...........,~..,._....__..........,............._........m...__.......�.,.....,.....,.,....._.._............_. 560 515 .:_........__....._...._..........._...._.,....._.._.......__...M._,.......0 __._..___..__._..___...__._..-_.__......~__..,._>,._....,._....m.._........H......................._..w.......,..........._ ,............,..__..__,._....._,._..,...,.....,..._.._.._.._..>_._.._,,._...______.-__-__..__.___„.__.m�_..MN.........., ........._-_�_................_............._.................._. 515 z ri o d- o � o rn o d.. _......._.......... ............._....._._.._.._...__...... __._.......,.... o N o � ._.-_._..,..---------- ...,.__..................,....__._..,....,.__.._........... o n O �- 555 0 0 c� o 555 510 © o 0 0 510 STORM �IAI�1 PROFILE T DRAII�I PRO�I�E y 0 SCALE: HORIZ. 1” = 20' SCALE: HORIZ. = 1” 20' a VERT. 1” 4' VERT. 1” = 4' 0' 20' 40` 601 t HORIZONTAL D 01 4' 8' 12' '- VERTICAL 2 L 11 J I. G F M I C M A Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 ARCHITECT i Ayers/Saint/Gross, I nc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number Date Revision Submittal Type Reviewed and Approved rov d b the e Y Community Qevoio ment De ailment Date Dep KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS OCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 STORM DRAIN PROFILES Job Number Date 20353.00 4/3/2006 � 4 L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6s-0" j INLET SHAPING (1) 3X3 f (BY OTHERS) 8 x 4 f A 4--0- (1) 3X3 4" SDR -35 PVC 8 x 6 8'-0" f (1) 4x4 4" SDR -35 PVC T_ CURB {BY OTHERS} W -o" (1) 4x4 SDR -35 PVC COUPLING FLM A CAST INTO PRECAST BOX WALL 6$-0" PLANT AS SUPPLIED (OUTLET PIPE LOCATION VARIES) CLEANOUT BY AMERICAST COVER (NOT SHOWN TREE FRAME & GRATE CAST IN FOR CLARITY) GALVANIZED TOP SLAB ANGLE NOSING CAST IN TOP SLAB - - TOP SLAB CURB AND GUTTER (I OTHERS) INTERLOCKING JOINT (TYP) 00 41.00' --� STREET 640.19 9,6/ I a DOWEL BARS I-2 @ 12" O.C. 6.70' 640,19 `- FILTER MEDIA PROVIDED BY AMERICAST 4. .- t < UNDERDRAIN SYSTEM MULCH PROVIDED BY AMERICAST ; BY AMERICAST SECTION A -A -.a DESIGNATION L W TREE GRATE QTY & SIZE OUTLET PIPE 6 x 4 6s-0" 4'-G" (1) 3X3 4" SDR -35 PVC 8 x 4 8'--0" 4--0- (1) 3X3 4" SDR -35 PVC 8 x 6 8'-0" 61-0" (1) 4x4 4" SDR -35 PVC 10 x 6 10'-o" W -o" (1) 4x4 6" SDR -35 PVC 12 x 6 12'-0" 6$-0" (2) 4x4 6" SDR -35 PVC I DRAWING AVAILABLE IN TIF FILE FORMAT, DATE: 12-22-04 1 M. FTNW---2 PRECAST TERRAS UNIT NARROW 1Ifl�IDTH CONFIGURATION US PAI' 6,277,274 PYnBhtt� 2i# b3 Amer czsf MID•A'iLANTIC REGIONUS 6,569,321 Filterra Standard Plan Notes Construction & Instattation A. Each unit shall he constructed at the locations and elevations according to the sizes shown on the approved drawings. Any modifications to the elevation or location shall be .9t t#le directioti of and appro ved by the Engineer. B. If the Filters° is stored before installation., the top slab must be placed on the box using the 2x4 wood provided, to prevent any contamination from the site. All internal fittings supplied (if any), must be left in place as per the delivery. C. The unit shall be placed on a compacted sub -grade with a :minimum 6 -inch gravel base matching the final grade of the curb line in the area of the unit. The unit to be placed such that the unit and top slab match the grade of the curb in the area of the unit. Compact undisturbed sub -grade materials to 95% of maxim -am density at -I-1- 2% of optimum. moisture. Unsuitable material below sub -grade shalt be replaced to the site engineer's approval. D. Outlet connections shall be aligned and sealed to meet -the approved drawings with modifications necessary to meet site conditions and local regulations. E. Once the unit is set, the internal wooden forms and protective mesh cover must be left intact. Remove only the temporary wooden shipping Blocks between the box and top slab, The top lid should be sealed onto the box section before backfilling, using a non - shrink grout, butyl rubber or similar waterproof seal. The boards on top of the lid and boards sealed in the unit's throat must NOT be removed. The Supplier (Arnericast or its authorized dealer) will remove these sectiones at the tune of activation. Backfilling should be performed in a careful manner, bringing the appropriate fill material up in b" lifts on all sides. Precast sections shall be set in a manner that will result in a watertight joint. In all instances; installation of Filterre unit shall conform to ASTM specification 0891 "Standard Practice for Installation of Underground Precast Utility Structures", unless directed otherwise in contract documents. F. Curb and gutter construction (where present) shall ensulre that the flow -line of the Filters® units is at a greater elevation than the flow -line of the bypass structure or relief (drop inlet, curb cut or similar). Failure to comply with this guideline may cause failure and/or damage to the Filterra'� environmental device. G. Each Filters.° unit must receive adequate irrigation to ensure survival of the living system during periods of drier weather. This may be achieved through gutter flow or through the tree grate. t 06128105 www.filterra.com Toll Fres: (866) 341-345S LUCK BIO -FILTER MIX OR TESTED AND APPROVED EQUIVALENT a OUTLET 1 PROTECTION 11 _011 (MIN.) UNDERDRAIN GRAVEL (AASHTO M43, I/2"-11') / TRAPPED IN FILTER FABRIC FOR BIOFILTER PLANT MATERIAL ) U d 'SEE PLANTING PLANS 10YR WS \ � p EL. 567.67 1� 2YR WS � �7 EL. 565.95 CLEAN-OUT W/WATERTIGHT SURFACE CAP (TYP.) EL. 564.0 4"-6" PERFORATED SCHEDULE 40 PVC PIPE OR EQUIVALENT @ 1/ SLOPE (MIN.) TO DI OR STORM DRAIN. PROVIDE ACROSS ENTIRE WIDTH @ 20 FT. O.C. 15'-0" MIN CROSS SECTION SCALE: 1" - 2'-011 f "= g'_ " " 1_ 11 COMPACTED R 6 w o--------� �--- � k 21-611 FINISHED 3 0 EARTH � 21-6l, PAVEMENT BACK FILL r___ ______________ I 3 INLET SHAPING _ A ! a (BY OTHERS) + + Ld II f SDR -35 PVC COUPLING CAST INTO PRECAST BOX 3 WALL BY AMERICAST (OUTLETQ' f PIPE LOCATION VARIES) �/'' CURB (BY OTHERS) 6 1. , / l " TREE FRAME & GRATE COMPACTED BANK RUN CAST IN TOP SLAB PLANT AS SUPPLIED GRAVEL SUBBASE jCLEANOUT COVER BY AMERICAST GALVANIZED CAST IN TOP SLAB (NOT SHOWN ANGLE NOSING TOP SLAB FOR CLARITY) E UNDERGROUND STORAGE 1= AC-ILITY SECTION INTERLOCKING (BX BOTHERS)g UTTER SCALE: 1 "= 4' JOINT (TYP) + _ STREET �• :��'�:��: � ��?;�i!`�/'!' : �'Ij�/i�I I'i .%? /' ice.■ =3i=0-! ft=1;=1f�3f-:ff�€€ lltit€=lf=€€"=1I✓ DOWEL 13ARS f1�1�=fi'- I1=if-ff-lf-=1f-ff�€f=€€=if =lf-il [:I:T�.i #:�lgrtf.itf �tit�f.:iiIri€:t%fit::i# @ O.C. {f-ff--f lftf-ff=1#ff= ff�fh- It=71=€I"fi- MULCH PROVIDEDUNDERDRAINFILTER . PROVIDED 13Y AMERICAST BY AMERICAST 0 DESIGNATION L W TREE GRATE OUTLET INVERT IN INVERT OUT SUPE QTY & SIZE PIPE 6 x 6 W -O" 1 W-0" (1) 3x3 4- SDR -35 PVC DRAWING AVAILABLE IN TIF FILE FORMAT. DATE: 12--22-04 DWG. FIST -2 PRECAST F11.'TERRAO UNIT STANDARD CONFIGURATION � CGnPright@2M byAwer% MID -ATLANTIC REGION US PAT 6,277,274 AND 6,569,321 Activation ,r A. Activation of the Filterrao" unit is performed ONLY by the Supplier. . Purchaser is responsible for Filters° inlet protection and subsequent clean out cost. This process cannot commence until the project site is fully stabilized and cleaned (full landscaping, grass cover, final paving and street sweeping completed), negating the chance of construction materials contaminating the Filterra° system. Care shall be taken during construction not to damage the protective throat and top plates. B. Activation includes installation of plant(s) and mulch layers as necessary. Maintenance A. Each correctly installed. Filterrae unit is to be maintained by the Supplier, or a Supplier approved contractor for a minimum period of I year. The cost of this service is to be included in the price of each Filterra V, unit. Extended maintenance contracts are available at extra cost upon request. B. Annual maintenance consists of a maximum of (2) scheduled visits. The visits are scheduled seasonally, the spring visit aims to clean up after winter loads including salts and sands.. The fall visit helps the system ley removing excessive leaf litter. C, Each maintenance visit consists of the following tasks. L Filterre unit inspection 2. Foreign debris, silt, mulch & trash removal 3. Fitter media evaluation and recharge as necessary 4. Plant health evaluation and pruning or iTeplacement as necessary 5. Replacement of mulch 6. Disposal of all maintenance refuse items T Maintenance records updated and stored (reports available upon request) D. The beginning and -ending date of Supplier"s obligation to maintain the installed system shalt be determined by the Supplier at t1he time the system is activated. Owners must promptly notify the Supplier of any damage to the plant(s), which constitute(s) an integral part of the bioretention technology. 06128105 ww.filterra "m 'FREEBOARD EL, 568.0 TOP OF RISER EL.566.0 (I-93 TOP OF RISER EL. 565.0 (I-19) RISER STRUCTURES 4"-6" NON -PERFORATED PVC PIPE @ 1/ SLOPE (MIN.) Toll Free: (866) 349-3458 STORM DRAIN STRUCTURE SCHEDULE ITEM No. STRUCTURE NUMBER DESCRIPTION LENGTH/ DEPTH INVERT IN INVERT OUT SUPE REMARKS 1 I-1 INLET 2.77' - - 644.73 - - - - 2 SD -1 15" RCP CL IV 24,06' 644.73 644.23 2,0/ - - 3 SDMH-1 MANHOLE 5.37' 644.23 644.13 - - - - 4 SD -2 15" RCP CL IV 41.00' 644,13 640.19 9,6/ - - 5 I-2 INLET 6.70' 640,19 639.80 - - - - 6 SD -2A 15" RCP CL IV 39.50' 639.80 636.01 9.6/ 7 I -2A INLET 2.88' 636.01 635.62 - - - - 8 SD -3 15" RCP CL IV 91.50' 635,62 627.10 9.3/ - - 9 SDMH-2 MANHOLE 6.00' 627.10 627,00 - - - - 10 SD -4 15" RCP CL IV 81.95' 627.00 624.50 3.1/ - - 11 ES -1 END SECTION - - 624,50 - - - - - - 12 SDMH-10 MANHOLE - - 573.64 571.70 - - CONTROL STRUCTURE 13 SD -18 24" RCP CL IV 6.53' 571.70 571.63 1,0/ - - 14 SDMH-9 MANHOLE - - 571.63 571.58- 15 SD -19 24" RCP CL IV 65.21' 571.58 570.43 1.8/ - - 16 ES -2 END SECTION - - 570.43 - - - - - - 17 I-19 INLET 3.50' - - 561.50 - - MULTI -STAGE RISER STRUCTURE 18 SD -25 12" RCP CL IV 40,14' 561.50 560.58 2.3/ - - 19 ES -3 END SECTION - - 560.58 - - - - - - 20 I-13 INLET 4,50' - - 561.50 - - MULTI -STAGE RISER STRUCTURE 21 SD -20 15" RCP CL IV 40.14' 561.50 560.58 2.3/ - - 22 ES -4 END SECTION - - 560.53 - - - - - - 23 1-14 INLET 6.00' - - 535.25 - - 24 SD -16 15" RCP CL IV 10.47' 535.25 235.09 2.0/ - - 25 SDMH-11 MANHOLE 10,62' 535.09 529.27 - - - - 26 SD -17 15" RCP CL IV 34.95' 529.27 529.15 0.34% - - 27 ES -5 END SECTION - - 52915 28 I-4 INLET 3,90' MAX - - 589.80 1. OX _ - 29 SD -10 15" RCP CL IV 99,62' 589.80 583.80 6.0/ I- , _ - 31 SD -11 18" RCP CL IV 124.17' 583.55 581.07 2.0/ 32 SDMH-7 MANHOLE 13.50' 581.07 577.40 - - CONNECT TO EXISTING 18" DRAIN 33 I-9 INLET 6,191 - - 587.82 34 SD -15 15" RCP CL IV 71,35' 587.82 582.09 8.0/ - - 35 SDMH-8 MANHOLE 6.10' 582.09 581,99 - - - - 36 SDMH-3 MANHOLE 5.72' 612.55 612.45 - - - - 37 SD -5 15" RCP CL IV 143.60' 612.45 611.00 'I,0/. _ - 38 1 SDMH-4 MANHOLE 9.70' 611.00 610.90 - - - - 39 SD -6 15" HDPE 180.66' 610.90 597.79 7.3/ AUGURED PIPE WITHIN STEEL CASING 40 ES -5 ENDWALL - - - - 597.79 - - SKEW PARALLEL TO EMBANKMENT 41 SDMH-4 MANHOLE 9.70' 611,003 610.90 42 SD -5A 15" RCP CL IV 49.95' 617,41 616.91 1.0/ - - 43 I-18 INLET 4.49' - - 617.41 44 I-11 INLET 6.94' - - 606,96 - - - - 45 SD -21 15" RCP CL IV 25.50' 606.96 606.56 1.6/ - - 46 I-12 INLET 6.40' 606.56 606,50 - - - - 47 SD -22 15" RCP CL IV 67.83' 606.50 605.69 1.2/ - - 48 I-10 INLET 4.53' 605.69 605.44- 49 SD -8 18" RCP CL IV 63.91' 605.44 595.86 15>0/ - - 50 I-3 INLET 3.00' 595.86 595.81 - - CONNNECT TO EXISTING 18" DRAIN 51 I-16 INLET 3.55' -- 646.00 - - - - 52 SD -23 15" RCP CL IV 58.50' 646.00 644.83 2.0/ - - 53 I-15 INLET 4.40' 644.83 644.75 - - - - 54• SD -24 15" RCP CL IV 26.50' 644.75 644.23 2.0/. - - 55 SDMH-1 MANHOLE 5.37' 644.23 644.13 - - - - 56 I-6 INLET 5.001 - - 585.00 - - - - 57 SD -12 15" RCP CL IV 36.54 585.00 582.09 0.5/. - - 58 SDMH-8 MANHOLE 6.10' 582.09 581.99 59 SD -13 15" RCP CL IV 78.37' 581,99 580.43 2.0/. - - 60 I-7 INLET 4,00' 580.43 580.18 - - - - 61 SD -14 15" RCP CL IV 34.21' 580.43 580.60 8.0/ - - 62 I-8 INLET 2.70' 580.60 63 I-7 INLET 4.00' 580.43 580.18- 64 SD -26 18" RCP CL IV 20.41' 580.18 579.87 - - - - 65 SDMH-14 MANHOLE 7.01' 579.87 579.77 - - - - 66 SD -27 18" RCP CL IV 16.50' 579.77 579.67- 67 1 SDMH-15 MANHOLE 12.66' 579.67 573.84 - - - ., JEF t' Allcl &S i N1, A_. The Thomas Jefferson Visitor Center and smith History Center Thomas Jefferson Foundation, Inc, P,O,Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 RETAIL Eileen Ritter Associates 1726 20th Street NW Washington, DC 20009 202-332-8442 202-332-3021 SEAL vs�ONAL g�� - Number Date Revision 1/0.7/08 ' MINOR AMENDMENT i+ n_ -81at`Ii _ Reviewed and Appfovu'd lay the Community Omplopment Department Date 0721if_0K - KEY PLAN A H °r T + PLAMITERS @COPYRIGHT AYERSISAINTIGROSS 2004 1040 Hutt St., Suite 104 800 I Street NW, 6th Fla Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 STORMtr'I/A TER MANAGEMENT DETAILS Drawing No. CS -74 STANDARD METAL RUNGS SEE V—D STD. 106.09 +(TYI PLAN: INTERIOR SCALE: 1/2" = 1'-0" TOP SLAB #4 BAR 6" 0/C EACH WAY, 2" CLEAR $ O d D p :D 4 a' ' D ' a. a: • .a • 8" (TYPICAL) d d,a •-. o- •• a #4 BAR 6" 0/C EACH WAY, 2" CLEAR .a G • n , N:p o: :a d ' .a • a: c:p • ' n . 18" LAP (TYP) .6 d .a d o 4a n D d C p t p • d a •' 4 : D ' d : 0 d' 4 : D .d ,d V .d '.1. dd .Q. as 6 TYPICAL REINFORCEMENT SCALE: 1/2" = V-0" --0" TYPE A FRAME & COVER 4: D , „ 7 —0 WEIR NEENAH FRAME & COVER CAT. NO. PER V—DOT STD. 106.02 R --1741—D (38" DIA. LID WITH OFF 583.50 CENTER 22" DIA. ACCESS LID) OR RACK n:D' 1,_6f, OP IFICE + APPROVED EQUAL. ° d 1-5/6 . .a ' n. —TOP SLAB A p ORIFICE D ° D EL=574.56 L STANDARD METAL ° a D• P• 9• ' P• D• P• D• •Q b. D- D• •Q,. 'O,• •O D• 'O,• LADDER RUNGS 4,. • ' P" .a . a: D ' d' a D ' . a D ' t - .a . •a, _ .d ' n •4,. a' O,, ♦' P- D P^ o P" C. ♦' s' V,. a P,. 'D P^ 'P P- 'P v: 'v P ♦ O,. ♦' ♦ v e" 'v Q.. 'v P^ 'v a" 'P 581.,E SEE V—DOT 6" WEIR WALL ° 4 °: STD. 106.09 D 7'-0" WEIR (TO BE CAST IN PLACE) D. ' a EL=579.82 d 10—Y ' -79.26 • D, 1 f_6„ D9 ° a .• D ORIFICE � a 2—YR WS EL=577.02 SEL=576,85 • • a o . D• D' P: 1 ,-6„ o e : s D. 'a• ORIFICE ° CS -15 O O O � ao 000 72�� a' EL -574.56 D. •p a o n a CMP - v^ o • D' - • o • + 'v 0 0 o a a v" ,' . • O• '¢• a a a o'v v" o'v P" 'v v" 'v 'v v" 'v o 'v v` 573.64 O^ _ O 4 d •d •• O9Pv,.•' 24) '•OP •'4v •''Ovp '''vvvPvOb9 ."•-" '''OvP OoODd•"•'"•'''FvO VvVbd 9paDdD OOv4Dd ,^.."� ''Pv ','bv9 '`•v•P'D ODOvdD'. OvDPDd• '"'". OvDDpQ 9P,.. • G Cd- .`''O''avOZPP9 P CO •• PODQV .�:♦^" d ..""- ••^."^• 4 d d 'd 4 dd D. vD •..^^. v .'"".^ 4 • d 4571•7 � • d : • O , •• . .d• .'•-" . G O,. ODP..P d 'P' P.. .� V• • d44' OD.YdR 0DC vD.4d ',� a d • C' v"d• • ° d . • F. d • 'dv �PD.^4 d� d� • D• D• D. P• b'• •.''•_-"' dd 1" CONSTRUCTION—/AREA (TYP.) TO BE FILLED IN FIELDKEY WITH (3000 PSI) CONCRETE PER V—DOT SPECS. SECTION: SDMH-10 S-1 SCALE: 1/2„ NEENAH FRAME & COVER CAT. NO. R --1741—D (38" DIA. LID WITH OFF CENTER 22" DIA. ACCESS LID) OR APPROVED EQUAL. 7f_Off I EAG H V1/AY ( 18 f, 72" CMP RCP _ RUNGS PER V --DOT # STD. 106.09 --- g SECTION: SDMH-15 CS -15 SCALE: 3/" = V-0" TOP SLAB—� D, D. D• b. D. D• D. D. D. b. D. , v" •v v" 'v v^ 4: D , „ 7 —0 WEIR . ° EL=579.82 `a .4 \ 319111 TRASH\\ d RACK n:D' 1,_6f, OP IFICE + �� ° d 1-5/6 . .a n. A p ORIFICE D ° EL=574.56 L ° a INV. 573.64 : D •a• t .d 'a, � .d ,a _ .d 'd' .4 4 P .p n D d' n : D •' t .a •a• d ' .a . a: D ' d' a D ' . a D ' t - .a . •a, _ .d ' n FINISHED TYPE A FRAME & PAVEMENT COVER PER V—DOT GRADE ADJUSTMENT WITH STD. 106.02 MIX NO. 3 CONCRETE C•7 0 I 8" TYP -1,_6„ LAP c d WEIR ELEVATION SCALE: 1/2" = V-10" —0" 2' tK — LOW FLOW 6" PVC THROUGH WEIR WALL. PROVIDE CAP WITH 1 " DIA. DRILLED HOLE. 8" CONCRETE SLAB (4000 PSI) PER V—DOT SPECS. EXTRA NO. 7 BARS AS SHOWN—' NEENAH FRAME & COVER CAT. NO. R -1741—D (38" DIA, LID WITH OFF CENTER 22" DIA. ACCESS LID) 'OR APPROVED EQUAL 4)-2$0 WELD 1/4" GALVANIZED STEEL PLATE (3'x3.5') 1 GRATE WITH 1'x1' OPEN FOR 1-19, AND 1'-2"x OPENING FOR 1-13 72" CMP 5,_4„ PLAN VIEW 3 � SL pkMENr 3 2 TYPICAL CULVERT I ------—��----- I I I NO. 5x5-0" BARS 12 REQUIRED — 8" 4'-0" 8" SIDE VIEW SWM DRAINAGE STRUCTURE NOTES: 1. GRATE AND COLLAR ARE TO BE GALVANIZED AFTER FABRICATION. COST OF THIS GRATE AND COLLAR ARE TO BE INCLUDED IN THE PRICE BID FOR STORMWATER MANAGEMENT DRAINAGE STRUCTURE. 2. STRUCTURE MAY BE PRECAST OR CAST IN PLACE. SEE VDOT STANDARD SWM -1, SHEET 2 OF 3. 3. WEEP HOLES SHALL NOT BE PROVIDED. iv 4. STEPS ARE TO BE PROVIDED WHEN HEIGHT OF STRUCTURE IS 4'-0" OR GREATER ABOVE INVERT OF OUTLET PIPE. FOR STEP DETAILS SEE VDOT STAN DAR D ST -1. o t I Un 5. FOR DETAILS ON METAL PLATE AND DEBRIS RACK SEE VDOT STANDARD SWM—DR. n 6. MARK HEIGHT OF STRUCTURE IN BLACK WITH 4" HIGH NUMERALS AND 1'$ WIDE HORIZONTAL STRIPES AT 1' INTERVALS FROM INVERT OF WATER `j QUALITY ORIFICE (ALL VISIBLE SIDES.) 7. STORMWATER MANAGEMENT DRAINAGE STRUCTURE, STANDARD SWM -1 MAY BE USED AS A TEMPORARY SEDIMENT BASIN DURING CONSTRUCTION. SEE VDOT )R CONCRETE COVER STANDARD SWM—DR, SHEET 1 OF 3, FOR TEMPORARY SEDIMENT BASIN DETAILS. -TAILS, SEE VDOT J i'ANDARD DI -7 1 f_2" 3'-0" 1'-2" —3, _5f, 31 I BOTTOM 1 OM OF ¢ I 2 I STORMWTER MANAGEMENT BASIN I I I I CLASS Al _ I I RIPRAP o I I - f i I I 1----------- 00 I (�) CLASS Al RIPRAP TO BE USED TO FILL SWM FRONT VIEW DRAINAGE STRUCTURE SWM DRAINAGE STRUCTURE TO INVERT OF OUTLET PIPE O O O _ 2 1/n SEE VDOT STANDARD SWM -1, SHEET 3 OF 3 FOR COLLAR AND GRATE DETAILS SEE NOTE 6 CAST IN PLACE 3 COVER DETAIL STORMWATER MANAGEMENT DRAINAGE STRUCTURE (MODIFIED VDOT STANDARD SWM -1) SCALE: 1/2" ROUND 24" CORRUGATEDMETAL PIPE SHALL HAVE 1/2 "0 PREFORATIONS HOT DIP GALVANIZED LOCATED 2" 0/C0 0 0 0 AFTER FABRICATION 0 0 0 0 0 0 0 0 0 0 0 0 O o 0 0 0 0 O o 0 0 O O 0 0 0 0 0 0 0 0 0 - 3,1 (TYP) O O O O O O O O + O 0 0 0 0 o 0 O O O O �o 0 0 0 0 PLATE WELDED TO TOP ---\ N 2 r - TRASH RACK cS-1 CS --15 SCALE: NTS 4 BAR, 6" O.C. EACH WAY, 2" CLR PLAN: TOP SLAB SCALE: 1/2" = 1'-0" 6„ l WEIR WALL 1/2 " STAINLESS STEEL ANCHOR BOLT, WASHER, AND NUT 2 ANCHOR BOLT CS -15 SCALE: 1 1/2" = V-0" —0" REF: L K J H G F E D C B A i ,A'r.,h, Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.0 Box 316 Charlottesville, VA 22902 ARCHITECT Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc, 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number Date Revision ,� f i ,' • I` �,ji� t�rrt KEY PLAN ARCHITECTS + PLANNERS @COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202,628.1033 STORMWA TER MANAGEMENT DETAILS 0 EXIS)�,\4"Cl WATER WAY y (APPR&. LOCATfq# �AAP 0,f 0 4 1 U 0 611, 0 0 0 0 fIf tT' lift rAl�� -4 G1 WkTER,. rAe,6R0X.'LQCA,T1 MQ 5 7 I FJ RE D,"O 0 �0 CA" GO-NNECT-T EXIS 4 ---------- RIG[ 0 > �7 MESTIC 8UOP 3,E&SIO, E ...... ko 0 0 WATER -M A (MAY --REQUIRE A<REVERSE .... ... . ..... . ... .. TAP�t IN-ST�1-LATION-)­ oo 000... r 0 0 0 J,k Ily T _TQ�EXIST'." -7 it, RES'QjjON M . ..... mo mAIN V ------- ... ... :::: 6 - ---------- ..... . .... SUPPRESSI 7 ............. - ----- MESTIC'WATER, MA,1,N ...... . ... IN (APPROX-L&CAPOM -7 .. . ...... .. . . . ...... .... - ----- --- . ... ..... ........... -- - ---- ------- . ..... - -------- ...... . -110 .. .. ----- - - ......... . . -- -- ------ y 5 7\ SEAL '4 ............. ........ .. F. 3/4' PVC 400r > VE - -- ---- R6 IT, .. ... ..... _10011r 605 6,00 Number Date Revision 'OJVAL nt 'QR LY IN, A G`% -A E,"WIT' K 1 12/15106 Minor Amendme 4 N- MATI 4 FOR X7 Dj FA T] E$- Submittal Type �.0 tv Reviewed and Approved by the 0 1 K �4 GE M\ T ........... TEI, Q RA Communit Development Department NT T IQ EN,�, N D Wk$ T M\ A ' ' $�PIOSA L' -A,P P 1, QVA X T _T_ DME ZON 7NT�,I, 'NO, "IR C EN 0000, AR L ",B E CT A.`S EPARA D Date 07 "C' E IS TER lu"C' \0 File# P IT N R N T" 0 0 D/C A -N 8- 1'9 ---- F CD N� -,:'I T UT-�� CD "S E S r H E � E/ T: T- A i, -S Y, E W E -S S RY M, e %0 3 KEY PLAN P OP '2" vvu WAT-8R SER /117— 1_�, R 6"x6"x6" TEE E . . ........ x&'x6" TEE 6 w if S, 4" VAL �UPPR N- VE--// J, FINAL SITE PLAN _0, 7 6"x4" REDUCER J 7� PROP Itz 4 VNIC --TF-MP, 4,-­RkC - RF Z ""g! X, W J 4 "W" 41 110'ij. (I Y 7 VALV A GSR-_ (2) 6" VALV P R 0 Pi, 2 1' PVt WATEIRS FH�l V I J, 36+00 T 41t, 't, AYERS 7 'a i� - I !ATIC CONNECTION SCHEM I A i S A I N T �A k 7�lx a U_ N.T.S 'a 5 V r _j rrk. "7, MAIN PROPI 4' DI' W, DOMEE J, lk�, . ..... 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I - , I I - I - - - I I I I I I I I I I I L K i H G F E D C B A ' ]p , ­ , X , , , ---� - , -C ,& I :r��� -, 'k- . , � , 1, . , .. A I - � ,� ,- . , � I I . .; - I : I I I - I I Mk�,..'A[ - I , , :+ ,� .,i - 6WW." "T4 -1- "I 't 01", .-,� , I 1; , I , 4i�, :7 I P--, " 1, 11 I 1. 11 I I , Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. RoBox 316 Charlottesville, VA 22902 1 ARCHITECT 9 Ayers/Saint/Gross,lnc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St-, 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 fg . . +; r I 11 . ti 4 I I Number I Date I Revision - I . Sub ittal Type Reviewed and Approved by the Community Develalpment Department Date• I I og I -- I I --- --- KEY PLAN FINAL SITE PLAN I I ARCHITECTS + PLANNERS CCOPYRIGHT AYERSISAINT/G ROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 - 410.347.8500 202.628.1033 SANITARY FORCE MAIN UTILITYLAYOUT Job Number Date 20353.00 41312006 Drawn By Scale JL W 1'--40' Drawing No. CS - 1 7 Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. F.O.Box 316 Charlottesville, VA 22902 7 ARCHITECT Ayers/Sai nt/Gross, l nc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER E 5 Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number I Date I Revision 4 ft -- Submittal Type Reviewed and Approved by the Community Development Department Date 0 --------- ,-+,®� 3 KEY PLAN FINAL SITE PLAN l• ARCHITECTS + PLANNER CCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 1 WASTE/VA TER TREA TMENT PLANT & PUMP STA TION SITE PLAN Job Number Date 20353.00 4/3/2006 Drawn By Scale Drawing No. CS -78 L K J H G F E D C B A F Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 ARCHITECT a Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number I Date I Revisi( 4 Submittal Type Reviewed and Approved by the Community Development Department Date b s i i i Iyoe 3 KEY PLAN FINAL SITE PLAN 2 1 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 E DRIP /RR/GA TION FIELD SITE PLAN Job Number Date 20353.00 413/2000 Drawn By Scale AWP 1'=20' Drawing No. CS -79 L K J H G F E D C B A Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. PA.Box 316 Charlottesville, VA 22902 VA ARCHITECT s Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER R Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MER ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 Number I Date I Revisiol� 4 C -7 4 A 4 k-1 a — 2 (R 1 L�rl 0 mt --- Submittal Type Reviewed and Approved by the Community :.nt Department Date • __ Filer# 3 KEY PLAN FINAL SITE PLAN 2 7 u 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410347.8500 202.628.1033 1 RESERVE ©RIP IRRIGA TION FIELD SITE PLAN Job Number Date 20353.00 4/3/2006 Drawn By Scale LBV "20' Drawing No. CS -20 L K J H G F E D C B A Al Monticello Visitor and History Center Thomas Jeftmon Foundation, Inc. ROB= 316 ChartotteWife, VA 22902 ARCHITECT AyerstSaint/Gross,lnc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER N P Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 4 SEAL �8 OR o L t q Number Date Revision 1 112/15/061 Minor Amendment Submittal Tyle Reviewed and Approved by the Community development Department DateQ`2,t1 3 KEY PLAN FINAL SITE PLAN K ARCHITECTS + PLANNERS *COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 I Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 1 WA TER MAIN PLAN & PROFILE STA: 10+00 TO STA. 23+30 Job Number Date 20353.00 41312006 Drawn By Scale AWP 1140'(H), 1' 20'(V) Drawing No. CS -27 L K J H G F E D C B A j: 01 SAN14 { TM AT 1 40 Monticello Visitor and History Center Thomas Jefferson Foundslon, im RO.Box 818 Charlottesville, VA 22902 7 ARCHITECT s Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER 1.1 5 Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL 4 Number Date Revision 112/151061 Minor Amendment Reviewed and Approved by the Community Development Department File# 3 KEY PLAN FINAL SITE PLAN ARCHITECTS+ PLANNERS ®COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 8001 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 1 WA TER MAIN PLAN & PROFILE STA: 23+00 TO STA. 34+00 Joh Number Date 20353.00 4/3/2006 Drawn By Scale AWP 1'--40' (hl), 1"--20'(V) Drawing No. CS -22 L K J H G F E D C B A Monticello Visitor and History Center Thomas Jeftmon Foundaticn, Enc, P.O.Box 318 ChadoKeavlile, VA 22802 ARCHITECT • Ayers/Saint/Gross, Inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER n. 5 Rummel, Klepper R Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-6464500 410-6464738 SEAL 4 OA NAL Number Date Revision 7 112/15/06 Minor Amendment Submittal Type Reviewed and Approved by the Community Development Department Date C)7 b 1 6 — -- - --- - File# 06 3 KEY PLAN FINAL SITE PLAN K ARCHITECTS PLANNERS ®COPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St, Suite 100 8001 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 1 WA TER MAIN PLAN & PROFILE STA: 34+00 TO STA: 41+24 Job Number Date 20353.00 4/3/2006 Drawn By Scale AWP 1'--40'(f-I), 1"--20'(V) Drawing No. CS -23 L K J H G F E D C B A 7 1AN A 4 9 � �, , / f / / X " � ...... � "'. 1. / " - I b, / I " I '_111 - I P " -.1 - " I . 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I ; -----,-----,".-,---.---------------- - - __ - --"-----,----,------.----,---,-----.,-,-,---,�-,-------,-,---------�----,�"----�--.,---------,--�----,�-...-,-.-,�.,.,-..--,.-,--�-----------------.--.I.I --- _____________ --------- ---- ___ _1 ---- -- ­ _­- __ ------------- __ --- -------- --- __ -1 _____ _­______­_­___________ --------------�------------------------------------- 10+00 10+50 11+00 11+50 12+00 .12+50 13+00 13+50 14+00 14+50 1 1 1 1 1 1 1 1 1 L K i H G F E D C B A wooft 1;1 I I - I Monticello Visitor and History Center Thoma s Jefferson Foundation, Inc. P.O.Box 316 Chariottesvillo, VA 22902 ARCHITECT 0 Ayers/Saint/Gross,inc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc - 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 1 SEAL Atooa,621111""o 0- V � - &I � I DA\4QI -',""04'1j - I � Number I Date Revision I � � I , Si b,mittal Type Reviewed and Approved by the Community 0eyelopment Department Date 07 1,10f � File#C oED? . _200 7r to � vii cl -11" KEY PLAN FINAL SITE PLAN I . ARCHITECTS + PLANNERS CCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 - 410.347.8500 202.628.1033 SANITARY SEWER PLAN & PROFILE STA: 10+00 TO STA: 10+40114+46 Job Number Date 20353.00 41312006 Drawn By Scale AWP 1 --20'(H), 1''--5'(V) Drawing No. ,CS -24 7 0 4 3 2 BLOWER INSTALLATION NOTES 1. SECURE ORIGINAL 7" X 7" FOOT TO LEG EXTENSION BY PLACING TWO (2) SCREWS IN EACH SIDE OF THE LEG EXTENSION. EIGHT (8) SCREWS PER FOOT ARE INCLUDED AND SHOULD BE USED ON EACH OF THE FOUR (4) CORNER LEG EXTENSIONS. 2. ANCHOR THE LEG EXTENSIONS (4 CORNER LEGS ONLY) TO THE BASE OF THE TANK. PLACE BOLTS AT OPPOSITE CORNERS OF THE LEG EXTENSION BASE. 3. TO ELONGATE FOOT PAST THE PROVIDED 12", CUT THE 3.9" LEG EXTENSION IN THE CENTER INTO TWO SEPARATE PIECES. THEN CUT A SCH 40 PVC PIPE TO THE DESIRED LENGTH AND SLIP THE PIPE OVER THE TOP AND BOTTOM CUT SECTIONS OF THE LEG EXTENSIONS. 4. ATTACH PIPES WITH STAINLESS STEEL SCREWS. 5. VENT TO BE LOCATED ABOVE FINISH GRADE OR HIGHER TO AVOID INFILTRATION. CAP WITH 6" VENT GRATE W/AT LEAST 19.5 SQ. IN. OF OPEN SURFACE AREA. SECURE WITH STAINLESS STEEL SCREWS BLOWER HOUSING BASE DIMENSIONS (SECTION A -A) VV[Y ! i\VL V I V I Liv1% BLOWER UNIT N.T.S. 1. GENERAL NOTES The contractor shall furnish and install (2) MicroFAST 3.0 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST System insert, insert lid , blower assembly, blower controls and alarms. The MicroFAST 3.0 unit shall be situated within a 2250 gallon minimum compartment in a two compartment tank as shown on the plans, or in a 3750 gallon one compartment tank. The contractor shall provide coordination between the FAST system and tank supplier with regard to fabrication of the tank, installation of the FAST unit and delivery to the job site. 2. OPERATING CONDITIONS Each MicroFAST 3.0 treatment system shall be capable of treating a wastewater flow of 3,000 US Gallons per day (11355 LPD). L K J H R W/ HOOD NDS 6" GRATE (6-034 ROUNDGRATE) W/19.5 SQ IN OPEN SURFACE AREA OR EQUIVALENT pO p e SECURED WITH ' STAINLESS i STEEL SCREWS C7 6" DIA OBSERVATION PORT BLOVNER HOUSING DIMENSIONS 20 it 411 3. !MEDIA The FAST media shall be manufactured of rigid PVC, polyethylene or polypropylene and shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure that sloughed solids immediately descend through the media to the bottom of the septic tank. 4. BLOWER The MicroFAST 3.0 unit shall come equipped with a regenerative type blower capable of: delivering 44-80 CFM. The blower assembly shall iniclude an inlet filter with metal filter element. 5. REMOTE MOUNTED BLOWER The blower shall be mounted remote, up to 100 ft (30.5 m) maximum with no more than four elbows to the MicroFAST unit on a concrete base. A two-piece, rectangular housing shall be provided with tamper -proof screws. The discharge air line from the: blower to the MicroFAST shall be provided and installed by the contractor. G ELEV, SEPTIC TANK INV. F-LEV. ACCESS TO INSPECT PUMP OUTS MUST BE PROVIDED MOUNTING HARDWARE, JOINT MUST BE WATERTIGHT. INFLUENT J L U WASTE—/ 6"(15.2cm) TREATMENT DIA. HOLE—, ZONE 2250 SETTLING GALLON ZONE (8517 L) MIN. LIQUID 1500 GALLON CAPACITY (5678 L) MIN. LIQUID 6" VDOT 2AB CAPACITY STONE BEDDING 6. ELECTRICAL All wiring must conform to code. The input power required for the blower is 230 Volts, Single Phase, 60/50 Hertz, 10.4 Full Load Amps, minimum wire size is 14 A.W.G. (Locked Rotor Amps are 49), or 208-230/460 Volts, Three Phase, 60-50 Hertz 5/2.5 Full Load Amps, minimum wire size is 14 A.W.G. (Locked Rotor Amps are 37/18.5). All conduit and wiring between the electrical control panel (optional), the power supply, and the blower shall be furnished and installed by the contractor. 7. ALARMS The alarm system shall consist of a visual and audible alarm to indicate loss of power to the blower and/or high water level. A manual silence switch is included. 8. INSTALLATION AND OPERATING INSTRUCTIONS Installation of the MicroFAST 3.0 shall be done in accordance with the written instructions provided by the manufacturer. Operation manuals shall be furnished which will include a description of F E 6"(15.2cm) OBSERVATION PORT 6" (15.2cm) MIN. VENTING PIPE SECTION A -A TREATMENT UNIT N.T.S. installation, operation, and system maintenance procedures. A separate manual for the installer, service provider, and owner, shall be provided. 9. FLOW & PIPE SIZING Each FAST module is provided with a standard (4) four inch effluent pipe hole and gasket. The maximum free or unrestricted flow with a four inch effluent pipe is 90 U.S. Gallons per minute (341 LPM), or 45 U.S. GPM (170 LPM) with a 2.0 design safety factor. 2" (5cm) MIN. MICRO FAST INSERT J ING FOR FAST ILE TO SIT IN TANK. BLOWER WITH HOOD CONDUIT (TO BLOWER CONTROL SYSTEM) ELEV. —4" DIA. (10cm) FAST TREATED EFFLUENT 0811 ELEV. NOTE: SHOWN FOR INFORMATION ONLY, IN ACCORDANCE WITH ZONING AMENDMENT. NOT FOR COUNTY APPROVAL. AS WTEWATER TREATMENT AND DISPOSAL FACILITIES ARE BEING CONSTRUCTED UNDER A SEPARATE CONTRACT PRIOR TO CONSTRUCTION OF THE VISITOR'S CENTER. C F�1 TM: . Monticello Visitor and History Center Thomas Jefferson Foundation. Inc. RO.Box 316 Charlottesville, VA 22802 ARCHITECT s Ayers/Sai nt/Gross, i nc. Architects + Planners 1040 Hull Street Suite 100 Baltimore, MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number Date Revision rf? Slsbrnittal Type Reviewed and Approved by the Community Develonrrien` Departrrlent Date '7 L� File# S:I`)T.> . arca n 0— KEY KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNER CCOPYRIGHT AYERS/SAINT/GROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 WASTEWATER TREATMENT PLANT DETAILS Job Number Date 20353.00 4/3/2046 Drawn By Scale TPM N.T.S. Drawing No. CS -25 7 6 4 3 0 PVC SUPPLY MANIFOLD AIR/VACUUM LEGEND BREAKER (PLUMBED TO PVC) FIGURE 8 CLAMP WASTEFLOW HEADWORKS DRIPLINE / 0 R AND AT HIGH POINT OF ZONE FLUSH VALVES AIR/VACUUM BREAKER _- rem 0101 ■r PRESSURE REGULATOR PVC SADDLE. F FLUSH VALVE FINISH GRADE GEOFLOW ZONE VALVE —� LOCKSLIP ADAPTER LOCKSLIP ELBOW CHECK VALVE (LTSLIP-600) GLUE f79INDEX VALVE GEOFLOW WASTEFLOW DRIPLINE PVC RETURN MANIFOLD SLOPE LAYOUT FOR MULTIPLE ZONES N.T.S. FLEX PVC OR BLANK GEOFLOW WASTEFLOInr MI - )FLOW WASTEFLOW DRIPLINE V LOCKSLIP COUPLING (LTC -600) V LOCKSLIP J (LTC -600) GEOFLOW WASTEFLOW DRIPLINE NOTE: IF USING FLEX PVC LOOP, CONNECTIONS SHALL BE GEOFLOW LOCKSLIP ADAPTER (LTSLIP-600) TO PVC COUPLING LOCKLIP COUPLING LOOP N.T.S. AIRVENT 1" MIPT GEOFLOW WASTEFLOW GEOFLOW DRIPLINE LOCKSLIP TEE (LTTEE-600) BLANK GEOFLOW WASTEFLOW DRIPLINE PVC ELBI SUPPLY LINE BELOW FREEZING DEPTH LOW END SUB-MAINIFOLD N.T.S. PVC PIPE GEOFLOW WASTE PVC ELBOVI PVC PIPE PVC TEE =LOW LOCKSLIP ADAPTER .IP -600) GLUE INTO 314 INCH PVC PIPE MANIFOLD CONNECTION (FEED END W / PVC RISER} N.T.S. BLANK GEOFLOW 20353.00 FIGURE 8 CLAMP WASTEFLOW DRIPLINE / GEOFLOW LOCKSLIP OR TAPE DRIPLINE ADAPTER (LTSLIP-600) GEOFLOW _- rem GLUE INTO 314 INCH ■r DRIPLINE PVC SADDLE. FINISH GRADE FINISH GRADE GEOFLOW IGEOFLO —� LOCKSLIP ADAPTER LOCKSLIP ELBOW (LTSLIP-600) GLUE (LTEL-600)— GEOFLOW INTO 3/4 INCH PV WASTEFLOW SADDLE :1 • BLANK GEOFLOW DRIPLINE r �■ _ WASTEFLOW GEOFLOW DRIPLINE SADDLE (ASC TRENCH pVC GEOFLOW TRENCH PVC MANIFOLD SADDLE (ASC) MANIFOLD PIPE • PIPE STEP #1 INSTALLATION STEP #2 INSTALLATION SADDLE MANIFOLD- N.T.S. GEOFLOW WASTE PVC ELBOVI PVC PIPE PVC TEE =LOW LOCKSLIP ADAPTER .IP -600) GLUE INTO 314 INCH PVC PIPE MANIFOLD CONNECTION (FEED END W / PVC RISER} N.T.S. END SUB-MAINIFOLD N.T.S. GEOFLOW Li ELBOW (LTE BLANK GEOFL WASTEFLOW CPEOFLOW LOC E:I.BOW (LTEL-6 PVC TEE ''E:OFLOW STTEFLOW DRIPLINE PVC SUPPLY MANIFOLD WASTEFLOW DRIPLINE LOCKSLIP ELBOW LOOP N.T.S. -`r GEOFLOW 20353.00 WASTEFLOW ' DRIPLINE / VC, , N. T. S. • FLEX PVC OR BLANK GEOFLOW _- rem WASTEFLO ■r DRIPLINE PVC TEE GEOFLOW LOCKSLIP TEE (LTTEE-600) —� END SUB-MAINIFOLD N.T.S. GEOFLOW Li ELBOW (LTE BLANK GEOFL WASTEFLOW CPEOFLOW LOC E:I.BOW (LTEL-6 PVC TEE ''E:OFLOW STTEFLOW DRIPLINE PVC SUPPLY MANIFOLD WASTEFLOW DRIPLINE LOCKSLIP ELBOW LOOP N.T.S. -`r Date 20353.00 41312006 Drawn By Scale TPM N. T. S. Ism©� _- rem _: first+l�.� ■r i :1 • � � r �■ _ .='=1i1=� _I� i1= =_ =^fit • i GEOFLOW LOCKSLIP ELBOW (LTEL-600) BLANK GEOFLOW WASTEFLOW DRIPLINE GEOFLOW LOCKSLIP ADAPTER (LTSLIP-600) GLUE INTO 3/4 INCH PVC I OR OVER 1/2 INCH PVC N.T.S. GEOFLOW WASTEFLOW DRIPLINE I PVC SUPPLY AND/ OR RETURN MANIFOLD LOCKSLI ELBOW TO LOCKSLIP ADAPTER CONNECTION N.T.S. NOTE: SHOWN FOR INFORMATION ONLY, IN ACCORDANCE WITH ZONING AMENDMENT. NOT FOR COUNTY APPROVAL. WASTEWATER TREATMENT AND DISPOSAL FACILITIES ARE BEING CONSTRUCTED UNDER A SEPARATE CONTRACT PRIOR TO CONSTRUCTION OF THE VISITOR'S CENTER. )FLOW WASTEFLOW DRIPLINE )FLOW LOCKSLIP TEE (LTTEE-600) )FLOW WASTEFLOW DRIPLINE LOCKSLIP ADAPTER (LTSLIP-600) 3/4 INCH PVC PVC PIPE CENTER FEED MANIFOLD CONNECTION N.T.S. GEOFLOW WASTEFLOW DRIPLI GEOFLOW LOCKSLIP COUPLING (LTC -600)---'f1 BLANK GEOFLOW WASTEFLOW DRIPLINE GEOFLOW LOCKSLIP ADAPTER (LTSLIP-600) GLUE INTO 3/4 INCH PVC PVC TEE END FEED MANIFOLD CONNECTION N.T.S. L K J H G F E D C B A Monticello Visitor and History Center Thomas Jefferson Foundation, Inc. P.o.Sox 316 Charlottesville, VA 22902 ARCHITECT • Ayers/Saint/G ross, I nc. Architects + Planners 1040 Hull Street Suite 100 Baltimore; MD 21230 (410) 347-8500 (410) 347-8519 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 SEAL Number Date RevisiOr •' KEY PLAN MIA ar4' uf'.4 FINAL SITE PLAN ARCHITECTS + PLANNER @COPYRIGHT AYERS/SAI NT/G ROSS 2004 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 DRIP IRRIGATION SYSTEM DETAILS Job Number Date 20353.00 41312006 Drawn By Scale TPM N. T. S. Drawing No CS -26 L K J H G � E D C � � 7 6 5 4 3 2 - SEE SHEET L-2 FOR TREE MATRIX - GRADING SHOWN FOR REFERENCE ONLY, SEE CIVIL DWGS FOR to 2 DETAILED GRADING, EROSION CONTROL, SWM, UTILITIES, 717 EASEMENTS, ETC. 58 1725 ............... TREE SURVEY PREPARATION 1'6 , 67 J" 63 BY THE FOLLOWING: TREE SURVEY COMPILED FROM SURVEYS COMPLETED 62J 166� ZIMAR & ASSOCIATES I10105 RESIDENCY ROAD If MANASSAS, VA 201 1 0 ROUTt OF NE Ki IN i661 JNTAI 703-331-3731 M l'83 COMPLETED JUNE 2004. LOCATIONS DETERMINED BY 8 - --EXISr GPS WITH AN ACCURACY OF APPROX. I METER +/ "'DIST --Wb D QLA� D 'TO M i 670, 64 4' 17'9 RUMMEL, KLEPPER, AND KAHL, LLP 81 MOSHER STREET BALTIMORE, MD 21217 QQ5,3- 1743 COMPLETED NOVEMBER 2005. THE SU RVEY CONTROL USED FOR RKK TREE SURVEY WAS ESTABLISHED TO 16k 168 �1 7� 1 J� 4 AN ACCURACY OF 1:30,000. ,,Now 4000a OTES: 1 l3 6 4 13'5 1367 121 T FORES 1) ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE 1366 13t82 1383' DEMARCATED WITH FENCING AND/Olk MARKED WITH PAINT OR 2 RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT 13,8 121, OPERATORS. L.O.D./PROJECT LIMIT FENCE TO SERVE AS TREE II398 f 0000 1 399-, J y 000, 1404 595 ­, J �O 39i PROTECTION FENCE WITH SIGNAGE INDICATING SUCH. 2) NO LAND DISTURBING ACTIVITY OR SITE DEMOLITION SHALL !13 'i6go- 1 46' BEGIN UNTIL THE L.O.D./TREE PROTECTION FENCING AND/OR 3?3 MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND "O �41 // 188 I140 ak� mob- 4(JY, THE COUNTY ENGINEERING DEPARTMENT. NSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT AND 11 Y75 -1406 30 3) CONSTRUCTION EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT 41 1 1 41,8 7', BE PERMITTED WITHIN THE OUTSIDE DRIP -LINE OF TREES TO BE 1502 T S�53 ;rj 4197 'I 41 7' 1411 14 1501 186 PRESERVED AND PROTECTED, EXCEPT WHERE THERE IS ALREADY 4-10 PAVEMENT WITHIN THE EXISTING DRIPLINE. 510 168 4) FIRES SHALL NOT BE PERM17TED WITHIN I 00 FEET OF THE 11�423i 142 -LINE Of TREES TO BE PRESERVED AND PROTECTED. OUTSIDE DRIP llUL 5) TOXIC MATERIALS, INCLUDING CONCRETE AND MORTAR 0 1 1500 -Ewan. WASH, SHALL NOT BE STORED OR DISPOSED OF WITHIN 1 00 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND 1 4, J. 11514 k7 14 '18-58, 1430 I 439 1517 843 - ",.8A4 -1 O� -- ---- PROTECTED. '28' 3 1 7 l�4 I'525 -6 6) WHEN TRENCHING FOR ANY KIND OF UNDERGROUND 429� 1524' 490 WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER 15Z2 UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE 1�44, PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE t 1434 -26 SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED 5 435 4-76 53 1 A78 TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE 14�6 1444, 1785 TREE IDENTIFICATION # -HARDWO( '$30 REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT _�28 TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF LEGEND 7 1413 1,4 �33 TREES TO BE PRESERVED AND PROTECTED. 4 T, 5 a,2 1 �'56' - \ 86 US AN ll4 rl 1. 11 11, 1% ll, I I %, �, I I 1. I . - -_ , - , _ - - E -St 7) ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF 1448 --CONIFF Y TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED ill -9 1454 CONIFEROUS TkEE EROSION & SEDIMENT CONTROL HANDBOOK OR THE ` , - - __ IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE i4 -,I 449, 0 lSPECIFICATIONS, WHICHEVER IS MORE STRINGENT. CARE FOR 74 DECIDUOUS TREE 1453 INJURIES SHALL BE PRESCRIBED BY THE PROJECT ARBORIST. 51 i8) SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOTZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED ANTICIPATED TREE REMOVAVLOSS OUTSIDE OF L.O.D./ OX LIMIT OF CLEARING BOUNDARY BY USING AN AIR SPADE UNDER THE SUPERVISION OF THE PROJECT ARBORIST OR AS DESCRIBED IN THE SPECIFICATIONS. L.O.D(LIMIT OF DISTURBANCE)/TREE PROTECTION FENCING: I9) L.O.D./TREE PROTECTION FENCING TO BE INSTALLED REFERENCE VESCH 3.01 SAFETY FENCE REQUIREMENTS, INCREMENTALLY, CONSISTENT WITH PHASING OF SITEWORK -2. SPECIFICATIONS & INSTALLATION DETAILS & DETAILS I &2/L AND BUILDING CONSTRUCTION IN DIFFERENT AREAS OF THE SITE. �iii� INSTALLATION LOCATION TO BE APPROVED BY COUNTY ENGINEER L.O.D./TREE PROTECTION FENCING SHALL BE THE LAST OF THE liPER SECTION 704, TREE CONSERVATION PLAN CHECKLIST. ---------- TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED I APPROXIMATE DRIPLINE OF EXISTING WOODED AREAS DURING THE FINAL CLEAN-UP OF EACH AREA OF THE SITE. I 0) ALL TREES LOCATED OUTSIDE OF THE L.O.D./ LIMIT OF E PAR IN, SEE LE PAR IN CLEARING SHALL BE PRESERVED AND PROTECTED UNLESS RE OTHERWISE NOTED. SHEET.L I 1) NOT ALL TREES WITHIN THE VECINITY OF THE EXISTING BUILDING HAVE BE SHOWN. M f H -1 F F D R A Monticello Visitor an Om Smith History Center Thomas Jefferson Foundation, Inc. P.0.13ox 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MID 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MID 21227 410-646-4500 410-646-4738 Sea! IVER I IDate I Revisic Subrn.iital Type Reviewed and Approved by the Community Devalopment Department Date crWV File# KEY PLAIiidl FINAL SITE PLAN ARCHITECTS + PLANNERS @ COPYRIGHT AYERS/SAI NT/GROSS 2006 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.3A7.8500 202.628.1033 Tree Inventory,. Protection Historic Resource Plan Project Number Date 20353.04,MVLA 4102 04103/06 Drawn By Scale KB, BWC 1 11=401-011 Drawing �Io. 7 6 5 4 3 J_ _ NOTES: 1) ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE DEMARCATED WITH FENCING AND/OR MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. L.O.D./PROJECT LIMIT FENCE TO SERVE AS TREE PROTECTION FENCE WITH SIGNAGE INDICATING SUCH. 2) NO LAND DISTURBING ACTIVITY OR SITE DEMOLITION SHALL BEGIN UNTIL THE L.O.D./TREE PROTECTION FENCING AND/OR MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT AND THE COUNTY ENGINEERING DEPARTMENT. 3) CONSTRUCTION EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRiP-LINE OF TREES TO BE PRESERVED AND PROTECTED. 4) FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED, EXCEPT WHERE THERE IS ALREADY PAVEMENT WITHIN THE EXISTING DRIPLINE. 5) TOXIC MATERIALS, INCLUDING CONCRETE AND MORTAR WASH, SHALL NOT BE STORED OR DISPOSED OF WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 6) WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 7) ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION & SEDIMENT CONTROL HANDBOOK OR THE SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. CARE FOR INJURIES SHALL BE PRESCRIBED BY THE PROJECT ARBORIST. 8) SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOTZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY USING AN AIR SPADE UNDER THE SUPERVISION OF THE PROJECT ARBORIST OR AS DESCRIBED IN THE SPECIFICATIONS. 9) L.O.D./TREE PROTECTION FENCING TO BE INSTALLED INCREMENTALLY, CONSISTENT WITH PHASING OF SITEWORK AND BUILDING CONSTRUCTION IN DIFFERENT AREAS OF THE SITE. L.O.D./TREE PROTECTION FENCING SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP OF EACH AREA OF THE SITE. 10) ALL TREES LOCATED OUTSIDE OF THE L.O.D./ LIMIT OF CLEARING SHALL BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED. 11) NOT ALL TREES WITHIN THE VECINITY OF THE EXISTING BUILDING HAVE BE SHOWN. - GRADING SHOWN FOR REFERENCE ONLY, SEE CIVIL DWGS FOR DETAILED GRADING, EROSION CONTROL, SWM, UTILITIES, EASEMENTS, ETC. RKK Survey I'lj�SY'i.ihT•''r' l�i,..s*l tiw. "`«i p� j . •yO,M� 3S -- •1�•• a w'�'•�' :. i �ywy�•• . N. Y* s r�• ;. .r +' 1` • i+Y 4� ; * ",i 4 `#1i.• tS� W 4r asr'S M� • S% �t �y "�-t , : t ci . , 1 /, *. L•jsI.. & 1 ` s Zmar Survey r�tw•VMr' ,�KNs�l4{ ,_�?'j0.. Seine # Siza Descr ptionTy Type Omar Survey # Species Size Condition Problems Comments i(DBH i ( Area A ,(Area B) i(DBH11nch ' 4 •*. i i 1200 8' IIIbony WA WA 177 Virginia pine ,. 62 large deadwood . 1201 27' WA WA 365 tulip -poplar 28 70 Small deadwood 179910" 1202 12" WA coniferous 364 walnut, black 18 65 Small deadwood 180011" 1203 6" berry deciduous WA 94 Virginia pine 19 67 large deadwood, conflicting branches 18018" 1204 24" oak deciduous WA Conflicting branches Trunk decaylgirdling roots 1802 6' 1205 22" pine deciduous 371 pine, shortieaf 22 70 20 1803 6" 1206 18" oak coniferous 372 red oak 18 50 Severe decNne Weak crotch 1207119' oak deciduous 3731 red oak 18 75 large deadwood 180512" 1208 9' oak deciduous 375 biackgum 10 75 maple, sugar 180810" 1209 28" oak deciduous 374 red oak 26 65 Large deadwood Severely stressed 12107, berry deciduous WA 15 75 16086" 1211 28" oak WA 367 oak, chestnut 27 65 Basal decay Major branch decay/excesshe lean 1212 9' WA WA 366 devils walking stick 10 60 Trunk decay Corrtlicting branches 1213 19" oak deciduous 368 scarlet oak 19 75 Sasaldecay 18118" 1214 6' WA deciduous 1 369 dogwood, American 10 70 Basal decay Severely stressed 121523" oak WA 370 red oak 23 70 Basal decay Girdling roots 1216 9' oak deciduous 39 red oak 10 60 70 1814 9' 12176" oak deciduous WA 19 72 large deadwood, dleback 181512" 121810" WA deciduous WA large deadwood, exposed roots 1816 6" 1219 18" chestnut WA 37 oak, chestnut 18 60 Exposed roots Basai decay 1220 17' red oak deciduous 38 red oak 17 60 basal decay, large deadwood 1818 W 1221 T' WA WA WA 58 trunk decay, canker, brench decay, large deadwood double trunk deciduous 18196, 1222 13" WA WA 44 hickory 14 1 65 Conflicting branches Exposed roots 122316- WA WA 41 hickory 8 55 exposed roots, small deadwood 182112" 1224 26" oak deciduous 42 red oak 30 65 Ismail deadwood 1822 6" 1225 19" oak deciduous 43 red oak 21 65 Small deadwood 1823 T' 1226 15" oak deciduous 45 red Oak 15 60 Small deadwood 1824 6" 1227 14" WA WA 48 pine, shortlesf 13 55 Trunk deco 1825 T' 1228 28" twin pine COnl%=$ 1 47pine, shortiesf 16 75 Dominant Presene 1229 15" pine coniferous 46 pine, shdrtleaf 18 75 Small deadwood 1827 6" 1230 10" one coniferous 441 pure, shortleaf 11 70 targe deadwood 1828 9" 12319" pine Coniferous 49 72 large deadwood dominant 182911" 1232 6' pine coniferous WA 135 Chestnut oak toosted in picnic area 1233 6' pine coniferous N/A 136 Virginia pine 2t 60 183111" 1234 16' pine coniferous 385 white pine 16 75 large deadwood 1832 9" 1235 12" pine coniferous 386 white pine 10 65 One-sided 1833 T' 1236 24" maple WA WA I 11 20 69 large deadwood 1834 9" 123781 oak conferoua I 387 red oak 8 75 Exposed roots 183561 1238,7' WA deciduous 388 maple, sugar 20 85 Exposed roots Tnunk decayhveak crotch 1239112" 3.4" tree deciduous WA white pine 19 75 144 Chestnut oak 183710" 1240112' 3-4" berry cluster deciduous WA pine, shortleaf 17 55 70 heavy vines, double trunk 12416" pine deciduous WA willow oak 18 70 Weak crotch 1242114" pine deciduous 193 white oak 10 55 Severely stressed 1840 9" 1243 12" pine WA 444 white pure 10 70 Conflicting branches _ 1244 9' WA deciduous 443 red maple 10 65 Root decay Trunk decaylmajor branch decay 1245 9' oak coniferous i WA white oak 7 85 1843 11" 1246 6' WA deciduous I WA 170 Yellow poplar ,8 72 girdling roots, large deadwood 184410" 1247 6' pine WA WA 158 Yellow poplar 26 78 large deadwood 184513" 1246 6' pine rontismus WA maple, sugar 7 75 Ginning roots 184812" 1249 T' pine coniferous WA 173 Yellow poplar 23 72 girdling roots, targe deadwood Weak crotchtgirdling roots 12501T' poplar deciduous 191 tulip -poplar 18 1 45 Conflicting branches Exposed roots/girdling roots 12516' pine cQdfarous WA hombeam, American 8 75 Conflicting branches Weak Crotch 1252 6' WA coniferous WA large deadwood double trunk deciduous 185091, 1253 20" pine deciduous 384 pine, shcdleaf 21 65 20 borers 1254 17' poplar coniferous 383 tulip -poplar 20 50 Basal decay Trunk decay 1255 8" WA WA I WA vhatte pine 13 75 1853 IV' 1256 20" twin poplar WA WA 49 White oak 24 79 large deadwood, dieback Double trunk, located in concession area --- -__ -- 1257 6" berry deciduous WA 180 1855 16, 125812" oak deciduous WA 18 61 farye deadwoodbrokelimbs , n 185612" 1259 34" oak deciduous 381 red oak 37 55 Basaldecay Moderate decline 1260 18" oak deciduous 360 white Oak 18 65 Conflicting branches 18586, 1261 22" poplar deciduous 379 tulip poplar 22 60 Mayor branch decay 1859 7" 1262 10" oak deciduous 3781 walnut, black 11 55 Moderate decline Large deadwood 1263 8" oak deciduous WA 64 White oak 30 60 large deadwood, excessive lean excessive lean towards road 1264 14" Oak deciduous 377 cherry, black 16 65 lExcessive lean Small deadwood 1265 12" berry deciduous 376 blackgum 14 70 Small deadwood located in picnic area 126610" WA deciduous WA 531 Blackgum 16 68 large deadwood located in picnic area 1464 7" WA WA WA deciduous 190 white oak 30 186511" T' WA WA WA6" white pine 1 13 80 1866 T' 1466 7" beach WA WA 70 small deadwood located in yard 1867 6" 6' beech deciduous WA located in yard coniferous 216 Asn 166891- N1261r8712" 8" WA deciduous WA 217 Easternwhite pine 18 66 18696, 15" pine WA WA14" 190 Yellow poplar 31 70 large deadwood double trunk, located in picnic area 1470 T' elm coniferous WA11" large deadwood, exposed roots I located in yard, double trunk 167113" 14716" WA Ideciduous deciduous WA 23 White oak 25 82 large deadwood located in picnic area 127518" oak WA WA i 1 20 60 large deadwood, physical damage wire fence 187316- 127612' WA deciduous WA 22 Yellow poplar 29 70 large deadwood located in picnic area 127712" WA WA I WA 225 Yellow poplar 28 1875 6" 127818" oak WA I WA 21 White Oak 30 79 1 large deadwood, branch decay located in picnic area 1279 20" oak deciduous I WA pin oak 22 75 187711" 128015" oak deciduous WA 20 White oak 20 1 78 large deadwood located in picnic area 12819" WA deciduous WA 230 Shortleaf pine 19 52 1879 9' 1282 T' WA WA WA 26 73 large deadwood 1880 6" 1283 22" oak WA WA 3arge deadwood, one•slded 16818" 1284 20" oak deciduous WA 24 Northern red oak 28 84 large deadwood located In picnic area 128510" WA deciduous WA 25 White oak 25 68 .large deadwood, one-sided, dleback 1863 6" 1286 22" oak WA WA trunk decay, trunk wound, large ddeadwood 237 Yellow poplar 1884 6" 1287 8" oak deciduous WA 238 Shortleaf pine 19 1 66 188581, 12886, WA deciduous WA 26 Yellow poplar 29 62 basal decay, large deadwood 1886 T' 1289 24" oak I WA WA large deadwood 1887 6" 1290126' oak deciduous WA 242 Shortleaf plea 21 186611" 12916" WA deciduous WA 243 Virginia pine 21 62 large deadwood 1889 11"oak 12516' dead WA WA 66 large deadwood 189011" 1293 T' WA WA WA 246 Southern red oak 27 1294 38" oak WA I WA 28 Chestnut oak 22 58 large deadwood, dieback trunk decay, large deadwood 1295 6" maple deciduous WA 44 Yellow poplar 24 I 79 Ilarge deadwood, one-sided 1296 6' maple deciduous WA 43 Northam red oak 25 1 84 large deadwood 250 Shortleaf pine 129715" pine deciduous WA 42 Yellow poplar 22 88 large deadwood 71 1298,8" WA coniferous WA 29 White oak 23 60 basal decay, large deadwood, branch decay, dleback 129913" pine WA WA 30 Yellow cooler 19 72 large deadwood 13001e' oak Coniferous WA 13 70 Exposed roots 257 Yellow poplar 21 13Q116" WA deciduous WA 171 Shortleaf pine 20 63 large deadwood Itrunk decay, large deadwood 1302 T' WA WA WA 32 Yellow poplar 23 75 large deadwood 1303 9' oak WA WA 17 75 located In picnic area 19 130413" WA WA WA 11 60 Weak crutch Basal decay 1305 6' WA WA WA 8 White oak 21 72 large deadwood deciduous 13W 91 WA WA WA 7 Northam red oak 27 82 large deadwod, heavy vines tulip -poplar 130771 WA WA WA 18 40 Severely stressed Trunk decay 75 1308 6" WA WA WA 17 60 55 Severely stressed 1309 6' WA WA WA 5 White ash 19 73 small deadwood 448 131016' WA WA WA 82 Chestnut oak 22 79 large deadwood 13 131110" oak WA WA 37 White oak i9 81 large deadwood Basal decay 1312 6' maple WA WR 9 60 131311&' oak deciduous WA 2f5 Eastem white pine 1s 70 I large deadwood located in yard 131415" pine deciduous WA 16 70 white oak 17 1 131515" pine coniferous WA 38 Northern red oak 19 77 basaldecay, large deadwood 131613" pine coniferous WA 14 70 1 457 131714" pine coniferous WA 21 52 large deadwood, excesslve lean, dleback wind throw 1318 15" pine deciduous WA 162 Shortleaf pine 19 70 large deadwood 13196" WA coniferous WA 22 76 exposed mots, large deadwood _._. 13206, WA WA WA 17 70 - 13217' WA WA WA 15 70 Exposed roots _ 1322 6' maple WA WA 18 87 la tlaadwood 1323 T' WA deciduous WA 18 White oak 23 81 large deadwood 1324 8" WA WA WA I 62 physical damage, large deadwood, dleback ­ _.. 1325 8" WA N/A WA 23 79 la ge deadwood, axceasive lean 1326 2T' oak WA WA 17 Northern red oak 24 67 I large deadwood, dleback* 132712" pine deciduous WA 14 Hickory 20 83 Targe deadwood 132814" pine coniferous WA 21 79 small deadwood - 132912" pine coniferous WA 13 Yellow poplar 22 70 large deadwood - 133012" pine coniferous WA 7 70 double trunk 133114" pine coniferous I WA 27 74 large deadwood _.. ---- 133291 oak coniferous WA 14 70 _-_.. _ 133312" pine deciduous WA 18 68 large deadwood, branch decay ___ 133413" pine coniferous WA 20 1 73 large deadwood - 133514" pine coniferous WA 18 45 Exposed roots - 1336 6' oak coniferous WA 9 65 _ - _ 1337 T' oak deciduous WA 20 69 large deadwood, one-sided _' 133815" WA deciduous WA 16 65 __. -_ ----- 133917. maple WA WA 189 Shortleaf pine 20 70 large deadwood 134016' maple deciduous WA 188 Yellow poplar 20 70 large deadwood, vines double trunk 13" WA deciduous WA 186 Yellow poplar 30 71 large deadwood, sines 13" WA WA WA 10 Yellow poplar 20 73 large deadwood, physical dmage 11" WA WA WA 16 68 large deadwood, ane -sided _.._ 9' E1346 WA WA WA 20 1 55 Major branch decay _ 18" twin pine WA WA 184 Shortleaf plea 21 70 targe deadwood 112" pine coniferous WA 16 40 Severely stressed Excesslve lean 6' WA coniferous WA B Yellow poplar 26 76 Ed 134812" pine N/A WA 183 Virgirda pine 18 60 large deadwood 134913" pine coniferous I WA 21 79 large deadwood 135013" pine coniferous WA 179 Yellow poplar 27 75 large deadwood 135114" WA coniferous WA 178 Yellow poplar 26 74 large deadwood, runes 135215" WA WA WA 12 60 1353 6' WA WA WA 2 Northern red oak 30 78 Ilarge deadwodI tea y vines 1354 T' WA WR WA 15 60 1355 T' WA WA WA 20 74 large deadwood, branch decay68willow 1356 T' WA WA WA 16 70 Weak crotch Small deadwood 135710" WA WA WA 266 Yellow poplar 21 67 large deadwood 135810" WA WA WA 267 Yeltow poplar 20 62 large deadwood, decline 1359 9' WA WA I WA 22 64 large deadwood, dieback 1360 T' WA WA WA 19 I 75 Trunk decay 1361 T' WA WA Wa 21 1 54 trunk decay, large deadwood, dleback 1362 6' oak WA WA 155 Northern red oak 19 54 large deadwood dieback, decline 1363 T' oak deciduous WR 154 Yeffow poplar 23 66 large deadwood 136415" pine deciduous WA 156 Yellow poplar 24 72 large deadwood 136517' oak deciduous WA 70 1366124' oak WA WA 169 Yellow poplar 30 76 large deadwood 136715" pine deciduous WA 157 Yellow poplar 23 75 large deadwood 138810" pine coniferous WA 71 large deadwood, dieback 1369 T' WA coniferous WA 70 1370 2.6" cl o4 WA WA 264 Yellow poplar 20 68 large deadwood 13719' maple WA WA 265 Northern red oak 18 68 large deadwood 1372 T' oak deciduous WA 62 targe deadwood, branch decay, excessive lean 137316" oak deciduous WA 120 Yellow poplar 23 71 large deadwood 1374 6' maple deciduous WA 26$ Yellow poplar 21 70 large deadwood, heavy vines 137514" pine deciduous WA 70 137615" pine coniferous WA 62 large deadwood, excesste lean 1377 17 pine Coniferous WA 163 Virginia pine 21 1 68 large deadwood 1376 T' WA coniferous WA 68 large deadwood, branch decay, dieto k 13791W WA WA WA Basal decay 1380 7' WA WA WA 116 Chestnut oak 19 74 small deadwood 13819" pine WA WA 117 Chestnut oak 25 70 large deadwood, branch decay 138210" pine Coniferous WA 116 Chestnut oak 20 70 large deadwood 13839, WA coniferous I WA large deadwood 1384 8' WA WA WA 256 Yeltow po lar 21 70 large deadwood ---- -- -- - - 138519- WA WA WA large deadwood 138612" pine WA WA 112 Chestnut oak 26 60 trunk decay, physics{ damage, exposed roots, small deadwood u 138712" pine coniferous WA 253 Yellow poplar 19 70 138814" pine coniferous WA 1389 T' pine coniferous WA 113 Chestnut oak 19118 72 large deadwood double trunk 1390 7' dead coniferous WA 139113" pine INIA I WA large deadwood soil compaction due to close proximity to foot path 139210" pine coniferous I WA 1393 1T' pine Iconflarous 1 164 Virginia pine20 large deadwood 13941T, pine coniferous WA 99 Chestnut oak 22 91M Ilarge deadwood, dleback 139512 WA confeous WA large deadwood, dieback triple trunk 1396 T' maple WA WA Damaged roots/exposed roots NOTES: 1) ALL TREES TO BE PRESERVED AND PROTECTED SHALL BE DEMARCATED WITH FENCING AND/OR MARKED WITH PAINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. L.O.D./PROJECT LIMIT FENCE TO SERVE AS TREE PROTECTION FENCE WITH SIGNAGE INDICATING SUCH. 2) NO LAND DISTURBING ACTIVITY OR SITE DEMOLITION SHALL BEGIN UNTIL THE L.O.D./TREE PROTECTION FENCING AND/OR MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE LANDSCAPE ARCHITECT AND THE COUNTY ENGINEERING DEPARTMENT. 3) CONSTRUCTION EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS AND SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRiP-LINE OF TREES TO BE PRESERVED AND PROTECTED. 4) FIRES SHALL NOT BE PERMITTED WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED, EXCEPT WHERE THERE IS ALREADY PAVEMENT WITHIN THE EXISTING DRIPLINE. 5) TOXIC MATERIALS, INCLUDING CONCRETE AND MORTAR WASH, SHALL NOT BE STORED OR DISPOSED OF WITHIN 100 FEET OF THE OUTSIDE DRIP -LINE OF TREES TO BE PRESERVED AND PROTECTED. 6) WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE, TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION OR BEYOND THE LIMITS OF CLEARING, THE SEPARATION FROM THE TRUNKS OF TREES SHALL BE MAXIMIZED TO THE FURTHEST EXTENT POSSIBLE. TUNNELING SHALL BE REQUIRED WHEN DEEMED BY THE COUNTY ENGINEER THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER ROOTS OF TREES TO BE PRESERVED AND PROTECTED. 7) ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM OF ANY TREE TO BE PRESERVED AND PROTECTED SHALL BE REPAIRED IMMEDIATELY, IN ACCORDANCE WITH THE PRACTICES IN THE EROSION & SEDIMENT CONTROL HANDBOOK OR THE SPECIFICATIONS, WHICHEVER IS MORE STRINGENT. CARE FOR INJURIES SHALL BE PRESCRIBED BY THE PROJECT ARBORIST. 8) SOILS WHICH HAVE BEEN COMPACTED OVER THE ROOTZONES OF TREES TO BE PRESERVED AND PROTECTED SHALL BE AERATED BY USING AN AIR SPADE UNDER THE SUPERVISION OF THE PROJECT ARBORIST OR AS DESCRIBED IN THE SPECIFICATIONS. 9) L.O.D./TREE PROTECTION FENCING TO BE INSTALLED INCREMENTALLY, CONSISTENT WITH PHASING OF SITEWORK AND BUILDING CONSTRUCTION IN DIFFERENT AREAS OF THE SITE. L.O.D./TREE PROTECTION FENCING SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN MEASURES REMOVED DURING THE FINAL CLEAN-UP OF EACH AREA OF THE SITE. 10) ALL TREES LOCATED OUTSIDE OF THE L.O.D./ LIMIT OF CLEARING SHALL BE PRESERVED AND PROTECTED UNLESS OTHERWISE NOTED. 11) NOT ALL TREES WITHIN THE VECINITY OF THE EXISTING BUILDING HAVE BE SHOWN. - GRADING SHOWN FOR REFERENCE ONLY, SEE CIVIL DWGS FOR DETAILED GRADING, EROSION CONTROL, SWM, UTILITIES, EASEMENTS, ETC. � -airA-% +r er'•t,w ♦ ti•A. ',i. RKK Surve I'lj�SY'i.ihT•''r' l�i,..s*l tiw. "`«i p� j . •yO,M� 3S -- •1�•• a w'�'•�' :. i �ywy�•• . N. Y* s r�• ;. .r +' 1` • i+Y 4� ; * ",i 4 `#1i.• tS� W 4r asr'S M� • S% �t �y "�-t , : t ci . , 1 /, *. L•jsI.. & 1 ` s Emar survey r�tw•VMr' ,�KNs�l4{ ,_�?'j0.. Suney # Size Descript(on Type Omar Survey # I Species I 7, Size 1COndtionj ! K.. Problems Comments ;(DBH) .(Area A)1(Area B). i(Area A;(Area Bi y(DBWinch` ' 4 •*. i 1797 9" 139714" pine deciduous WA 177 Virginia pine ,. 62 large deadwood . 139811" pine coniferous WA Beech 9 75 ConBicting branches 179910" 139910" WA coniferous WA 93 hombeam, American 7 180011" 1400 7" twin elm WA N/A 94 Virginia pine 19 67 large deadwood, conflicting branches 18018" 140111" oak deciduous WA Conflicting branches Trunk decaylgirdling roots 1802 6' 1402 8" pod deciduous N/A 95 walnut, black 20 1803 6" 1403 18" oak deciduous NIA maple, sugar 14 60 Conflicting branches 180410" 1404130!' foak N/A 1 161 Yellow poplar 31 73 large deadwood 180512" 1405 8" WA deciduous WA Girdling mots 1 maple, sugar 180810" 140610" WA WA NIA 100 Chestnut oak 26 82 180711" 140714" pine WA N/A 15 75 16086" 140816" pine coniferous WA lbasal decay, small deadwood 180913" 140916" pine coniferous WA 103 Chestnut oak 20 18109" 141012" pine coniferous WA 104 Chestnut oak 18 69 large deadwood 18118" 141114" pine coniferous I WA 52 basal decay, trunk decay, hollow, large deadwood, makor decline 1812 6" 1412;90' WA coniferous WA 107 White oak 181312" 141311W Idead oak WA WA 108 White oak 20 70 1814 9' 1414 la' Idead oak deciduous WA 19 72 large deadwood, dleback 181512" 1415 22" oak deciduous N/A large deadwood, exposed roots 1816 6" 141613" pine deciduous WA WA 114 Chestnut oak 21 1817 14" 141716" pine coniferous WA 272 White oak 27 65 basal decay, large deadwood 1818 W 141814" pine coniferous WA 58 trunk decay, canker, brench decay, large deadwood double trunk deciduous 18196, 141912" pine coniferous I WA 122 Chestnut Oak 18209, 1420 24" pine coniferous WA 167 Eastern white One 21 72 exposed roots, small deadwood 182112" 142114" pine coniferous WA 2666 lame deadwood, lean 1822 6" 142215" pine coniferous NIA basal decay, large deadwood hollow 1823 T' 142312" pine coniferous WA 127 White oak 20 1824 6" 142416" pine coniferous WA 128 White oak 23 64 large deadwood 1825 T' 1425 7" maple coniferous WA 73 exposed roots large deadwood 1626 8" 1426 6" WA deciduous WA 271 White oak 19 68 large deadwood 1827 6" 1427 6" maple WA WA 132 Chestnut oak 1 27 74 targe deadwood 1828 9" 142810" deadwood deciduous WA 72 large deadwood dominant 182911" 1429 6" WA deciduous WA 135 Chestnut oak 183011" 1430 10" dead pine WA N/A 136 Virginia pine 2t 60 183111" 1431 111" pine coniferous WA 270 Hickory 21 64 large deadwood 1832 9" 1432 18" twin pine coniferous WA targe deadwood double bunk 1833 T' 143312" pine coniferous N/A I 11 20 69 large deadwood 1834 9" 143412' pine coniferous WA 268 White oak 19/18 71 large deadwood 183561 143514" pine coniferous WA white oak 12 75 1836 6" 1436 T' maple coniferous WA white pine 19 75 144 Chestnut oak 183710" 1437 T' oak deciduous NIA pine, shortleaf 17 55 70 heavy vines, double trunk 143814` oak deciduous WA willow oak 18 70 Weak crotch 1439 9' pine deciduous WA 67 White oak 21 70 large deadwood, one-sided 1840 9" 144012" pine coniferous WA red oak 14 75 Conflicting branches _ 14417" maple coniferous WA tulip -poplar 27 55 Root decay Trunk decaylmajor branch decay 144212" pine deciduous WA white oak 7 85 1843 11" 1443 16" oak deciduous 392 170 Yellow poplar ,8 72 girdling roots, large deadwood 184410" 1444 9" oak coniferous WA 158 Yellow poplar 26 78 large deadwood 184513" 1445 9' oak deciduous WA maple, sugar 7 75 Ginning roots 184812" 1446 19" oak deciduous 394 173 Yellow poplar 23 72 girdling roots, targe deadwood Weak crotchtgirdling roots 1447 6" oak deciduous WA willow oak 22 80 Conflicting branches Exposed roots/girdling roots 1448 8" oak deciduous WA hombeam, American 8 75 Conflicting branches Weak Crotch 1449 9" maple deciduous N/A large deadwood double trunk deciduous 185091, 145012" pine deciduous WA white pine 21 75 20 18511T' 14517" WA coniferous WA eastern red cedar t075 60 Itarge deadwood 1852 8" 1452 6" WA WA WA vhatte pine 13 75 1853 IV' 145310" oak WA. WA 49 White oak 24 79 large deadwood, dieback Double trunk, located in concession area --- -__ -- 1454 8" WA deciduous WA 180 1855 16, 1455 6" oak WA; WA 18 61 farye deadwoodbrokelimbs , n 185612" 1456 IG' dead oak deciduous WA 1857 8" 1457 6" oak deciduous N/A 182 willow oak _ 18586, 145816" oak deciduous NIA ash, white ,5 75 Small deadwood 1859 7" 1459 6" oak deciduous NIA 50 Hickory 20 61 trunk decay, large deadwood _ _ _ 146014" oak dec6iuous WA 64 White oak 30 60 large deadwood, excessive lean excessive lean towards road 14616" WA deciduous WA 51 Virginia pine 9 55 18629, 146212" pine WA WA 521 White oak 25 79 large deadwood, excesalve lean located in picnic area 1463 8" oak coniferous WA 531 Blackgum 16 68 large deadwood located in picnic area 1464 7" oak deciduous NIA deciduous 190 white oak 30 186511" 146510" pine deciduous WA white pine 1 13 80 1866 T' 1466 7" maple coniferous NIA 70 small deadwood located in yard 1867 6" 1467 6' hardwood deciduous WA located in yard coniferous 216 Asn 166891- 1468 9" maple deciduous WA 217 Easternwhite pine 18 66 18696, 146912" pine deciduous WA 190 Yellow poplar 31 70 large deadwood double trunk, located in picnic area 1470 T' oak coniferous WA large deadwood, exposed roots I located in yard, double trunk 167113" 14716" WA deciduous WA 23 White oak 25 82 large deadwood located in picnic area 1472 6" WA WA WA i 1 20 60 large deadwood, physical damage wire fence 187316- 1473 8" oak WA N/A 22 Yellow poplar 29 70 large deadwood located in picnic area 1414 8" dead oak deciduous WA 225 Yellow poplar 28 1875 6" 147511" pine deciduous WA 21 White Oak 30 79 1 large deadwood, branch decay located in picnic area 1476 7" oak coniferous NIA pin oak 22 75 187711" 1477 6" oak deciduous I WA 20 White oak 20 1 78 large deadwood located in picnic area 1478 6" oak deciduous WA 230 Shortleaf pine 19 52 1879 9' 1479 6" oak deciduous WA 26 73 large deadwood 1880 6" 1480 8" oak deciduous WA 3arge deadwood, one•slded 16818" 14816" oak deciduous WA 24 Northern red oak 28 84 large deadwood located In picnic area 148211" oak deciduous WA 25 White oak 25 68 .large deadwood, one-sided, dleback 1863 6" 148313 pine deciduous WA trunk decay, trunk wound, large ddeadwood 237 Yellow poplar 1884 6" 1484 8" pine coniferous WA 238 Shortleaf pine 19 1 66 188581, 148514" pine coniferous WA 26 Yellow poplar 29 62 basal decay, large deadwood 1886 T' 148612" 1 pine coniferous WA large deadwood 1887 6" 148716" pine coniferous WA 242 Shortleaf plea 21 186611" 1488 8" pine coniferous N/A 243 Virginia pine 21 62 large deadwood 1889 11"oak 148914" pine coniferous WA 66 large deadwood 189011" 149011" pine coniferous WA 246 Southern red oak 27 1491 30" twin pine coniferous WA 28 Chestnut oak 22 58 large deadwood, dieback trunk decay, large deadwood 1492 6" maple coniferous WA 44 Yellow poplar 24 I 79 Ilarge deadwood, one-sided 1493 T' WA deciduous WA 43 Northam red oak 25 1 84 large deadwood 250 Shortleaf pine 149410" pine WA WA 42 Yellow poplar 22 88 large deadwood 71 149513" pine coniferous WA 29 White oak 23 60 basal decay, large deadwood, branch decay, dleback 149612" pine coniferous WA 30 Yellow cooler 19 72 large deadwood 1497 t3" pine coniferous WA 13 70 Exposed roots 257 Yellow poplar 21 1498 15" pine deciduous 1 171 Shortleaf pine 20 63 large deadwood Itrunk decay, large deadwood 1499 T' N/A coniferous WA 32 Yellow poplar 23 75 large deadwood 1500 Y oak WA WA 17 75 located In picnic area 19 15018" look deciduous WA 11 60 Weak crutch Basal decay 150212 puna deciduous NIA 8 White oak 21 72 large deadwood deciduous 1503 6" Joak coniferous N/A 7 Northam red oak 27 82 large deadwod, heavy vines tulip -poplar 1504 6" oak deciduous WA 18 40 Severely stressed Trunk decay 75 9" WA deciduous WA 17 60 55 Severely stressed 8" berry WA WA 5 White ash 19 73 small deadwood 448 11:P78" WA deciduous WA 82 Chestnut oak 22 79 large deadwood 13 6" WA WA NIA 37 White oak i9 81 large deadwood Basal decay 150914" pine WA WA 9 60 151016, pine WA WA 2f5 Eastem white pine 1s 70 I large deadwood located in yard 151113" pine coniferous WA 16 70 white oak 17 1 151210" WA coniferous WA 38 Northern red oak 19 77 basaldecay, large deadwood 15136, WA WA WA 14 70 1 457 151410" oak WA WA 21 52 large deadwood, excesslve lean, dleback wind throw 15156, N/A I deciduous WA 15 70 _.._... 1516 8" pitta WA I WA 22 76 exposed mots, large deadwood _._. 151711" pine coniferous WA 17 70 - 15189" WA coniferous WA 15 70 Exposed roots _ 1519 6" oak WA WA 18 87 la tlaadwood 152016" pine deciduous WA 18 White oak 23 81 large deadwood 15217" oak coniferous WA I 62 physical damage, large deadwood, dleback ­ _.. 1522 7" oak deciduous WA 23 79 la ge deadwood, axceasive lean 1523 ' oak deciduous NIA 17 Northern red oak 24 67 I large deadwood, dleback* 1524 7" maple deoiduous WA 14 Hickory 20 83 Targe deadwood 1525191 dead pine deciduous N/A 21 79 small deadwood - 152616' oak coniferous N/A 13 Yellow poplar 22 70 large deadwood - 1527 6" WR deciduous WA 7 70 double trunk 1528 9' WA WA WA 27 74 large deadwood _.. ---- 1529 9" WA WA WA 14 70 _-_.. _ 1530 14" oak � WA N!A 18 68 large deadwood, branch decay ___ 15316" oak {deciduous WA 20 1 73 large deadwood - 153218" dead Ideaid.ous WA 18 45 Exposed roots - 1533 24" twin oak V . WA NIA 9 65 _ - _ 1534 8" oak_ ;deciduous WA 20 69 large deadwood, one-sided _' 1535 6" pine 4ecldu-sus WA 16 65 __. -_ ----- 1536 8" WA coniferous 69 White oak 189 Shortleaf pine 20 70 large deadwood 1537 8" pins deciduous WA 188 Yellow poplar 20 70 large deadwood, vines double trunk 15386, pine � 60 White oak 186 Yellow poplar 30 71 large deadwood, sines 153915" oak (Coniferous NIA 10 Yellow poplar 20 73 large deadwood, physical dmage 1540 6" WA dectduaus N/A 16 68 large deadwood, ane -sided _.._ 154115" oak WA WA 20 1 55 Major branch decay _ 1542 7" WA deciduous 62 White oak 184 Shortleaf plea 21 70 targe deadwood 1543 7" maple deciduous WA 16 40 Severely stressed Excesslve lean 1544 6" berry WA WA B Yellow poplar 26 76 large deadwood 1545 13" Oak WA WA 183 Virgirda pine 18 60 large deadwood 1546 8" pine 1WA WA 21 79 large deadwood 1547 7" oak deciduous 1 179 Yellow poplar 27 75 large deadwood 1548 12" oak deciduous 1 178 Yellow poplar 26 74 large deadwood, runes 154916' WA coniferous WA 12 60 155081, oak WA WA 2 Northern red oak 30 78 Ilarge deadwodI tea y vines 15519" pine WA WA 15 60 1552 7" pine Coniferous WA 20 74 large deadwood, branch decay68willow 1553 T' pine Coniferous WA 16 70 Weak crotch Small deadwood 1554 8" pine coniferous WA 266 Yellow poplar 21 67 large deadwood 1555 6" pine coniferous WA 267 Yeltow poplar 20 62 large deadwood, decline 1556 7" pine comwouus N/A 22 64 large deadwood, dieback 165717" pine coniferous WA 19 I 75 Trunk decay 155810" WA coniferous N/A 21 1 54 trunk decay, large deadwood, dleback 1559 14" WA deciduous 11 1 155 Northern red oak 19 54 large deadwood dieback, decline 156016, oak coniferous WA 154 Yeffow poplar 23 66 large deadwood 1561 16" oak WA 18 156 Yellow poplar 24 72 large deadwood 1562 7" WA WA WA 70 15639" oak WA WA 78 large deadwood 1564 18" oak deciduous 1 157 Yellow poplar 23 75 large deadwood 156561, oak deciduous WA 71 large deadwood, dieback 156661, pine deciduous WA 70 1567 6" pine coniferous WA 264 Yellow poplar 20 68 large deadwood 1568 7" WA Coniferous N/A 265 Northern red oak 18 68 large deadwood 1569 VI pine WA N/A 62 targe deadwood, branch decay, excessive lean 1570118" oak walnut, black 10 120 Yellow poplar 23 71 large deadwood 15718" oak coniferous NIA 26$ Yellow poplar 21 70 large deadwood, heavy vines 1572 6" pine deciduous WA 70 1573 6" WA coniferous WA 62 large deadwood, excesste lean 15749' pine WA WA 70 1575 6" oak coniferous WA 68 large deadwood, branch decay, dieto k 1576 6" oak deciduous WA Basal decay 1577 15" WA WA WA 116 Chestnut oak 19 74 small deadwood 1578 22" WA WA WA 117 Chestnut oak 25 70 large deadwood, branch decay 1579 16' N/A NIA WA 116 Chestnut oak 20 70 large deadwood 1580 6" pine deciduous N/A large deadwood 15817" WA coniferous WA 256 Yeltow po lar 21 70 large deadwood ---- -- -- - - 158213" WA WA NIA large deadwood 1563124!' WA deciduous WA 112 Chestnut oak 26 60 trunk decay, physics{ damage, exposed roots, small deadwood u 1584 9" WA WA N/A 253 Yellow poplar 19 70 158512" WA WA WA 1586 38' twin WA WA 113 Chestnut oak 19118 72 large deadwood double trunk 1587 6" N/A WA WA 156816" WA WA N/A large deadwood soil compaction due to close proximity to foot path 1569 7" WAWA WA WA 15906, WA WA WA large deadwood, exposed roots 1591 47' Itwin WA WA 99 Chestnut oak 22 69 Ilarge deadwood, dleback 1592 8" pine WA WA large deadwood, dieback triple trunk 159313" NIA coniferous N/A Damaged roots/exposed roots 1594 19" N/A WA 78 98 Chestnut oak 20 66 large deadwood, one-sided, dieback 1595 24" WA deciduous 9 97 Chestnut oak 27 68 soil compaction due to close proximity to basal decay, large deadwood, one -sl foo path 1598 12" oak deciduous 18 180 Yellow poplar 24 77 targe deadwood � -airA-% +r er'•t,w ♦ ti•A. ',i. 1r. I'lj�SY'i.ihT•''r' l�i,..s*l tiw. "`«i p� j . •yO,M� 3S -- •1�•• a w'�'•�' :. i �ywy�•• . N. Y* s r�• ;. .r +' 1` • i+Y 4� ; * ",i 4 `#1i.• tS� W 4r asr'S M� • S% �t �y "�-t , : t ci . , 1 /, *. L•jsI.. & 1 ` s _ „ JI•' A s r�tw•VMr' ,�KNs�l4{ ,_�?'j0.. •�yi A'�'�S,,,Y' ► ' f . k '', r -, -:iota +: ;,• +;1= ,..,r� y , ! K.. "• t;moi» x ••' $.i1ei� i DBH) .(Area A)1(Area B). i(A-A)J (Area B)I s 1.- +. ' 4 •*. •S .1'�1 {"•'yeti. J.+ . ?': `'. .r♦SiC� Yrs• 'y'i -".. 1797 9" ♦s+%ti��C*`71lr maple 4 92 Chestnut oak 177 Virginia pine ,. 62 large deadwood . 159891, beech %ate - .. . _ Beech VtNttE rmwc UNE POW I L0JN%4t,., I io' L I t3Ii04JiDt IJtiE ttRtCNtti F0006 PERSPECTIVE VIEW FETAL FENCE TYPICAL VESCH 3.01 SAFETY FENCE SCALEiNOT TO SCALE M I K ) H t En b'-0" MAX Temporary L.O.D./Tree Protection Fencing she be a minimum of five (5) foot high fourteen (I 41 gauge welded wire attached to steel l -posts driven at least eighteen (I 8) inches deep and spaced no more than six (6) feet apart, posts to extend above ground at least the height of the fence. L.O.D./TREE PROTECTION FENCING SCALEt NOT TO SCALE F RKK3ume TREE SURVEY POINT 11 i CONIFEROUS TREE bmar Surve DECIDUOUS TREE Amar Suave Omar Surrey # Species Sttrvey # Size Dsscnption I Type Omar Survey # I Species I Size JCOndtIOnJ Problems Comments DBH) .(Area A)1(Area B). i(A-A)J (Area B)I 1(DBH/Inch' 1797 9" 1597 11" maple 92 Chestnut oak 177 Virginia pine 20 62 large deadwood 1798 10" 159891, beech coniferous 400 Beech 9 75 ConBicting branches 179910" 159910" WA WA WR 93 hombeam, American 7 180011" 1606 T' WA WA WA 94 Virginia pine 19 67 large deadwood, conflicting branches 18018" 1601 T' pine WA WA Conflicting branches Trunk decaylgirdling roots 1802 6' 1602 8" pine lconiferous WA 95 walnut, black 20 1803 6" 160381, WA Iconiterous WA maple, sugar 14 60 Conflicting branches 180410" 1604f16' oak N/A 1 96 White oak 18 71 large deadwood, branch decay 180512" 1605 8" WA WA WA Girdling mots 1 maple, sugar 180810" 1606 9' WA WA WA 100 Chestnut oak 26 82 180711" 160711" WA deciduous WA 15 75 16086" 160813" WA WA WA lbasal decay, small deadwood 180913" 1609 T' WA WA WA 103 Chestnut oak 20 18109" 161016" oak NiAA WA 104 Chestnut oak 18 69 large deadwood 18118" 16116" WA WA WA 52 basal decay, trunk decay, hollow, large deadwood, makor decline 1812 6" 1612 6" pine WA WA 107 White oak 181312" 161315" oak coniferous WA 108 White oak 20 70 1814 9' 1614,0" oak deciduous WA 19 72 large deadwood, dleback 181512" 16159, pine deciduous WA large deadwood, exposed roots 1816 6" 161610" oak coniferous WA WA 114 Chestnut oak 21 1817 14" 1617 26" oak deciduous 36 Hickory 272 White oak 27 65 basal decay, large deadwood 1818 W 161810" pine deciduous WA 58 trunk decay, canker, brench decay, large deadwood double trunk deciduous 18196, 1619611 pine coniferous WA 122 Chestnut Oak 18209, 1620 8" WA coniferous WA 123 Chestnut oak 18 58 182112" 162111" Oak WA WA 2666 lame deadwood, lean 1822 6" 162212" oak deciduous WA basal decay, large deadwood hollow 1823 T' 1623 ' pine deciduous WA 127 White oak 20 1824 6" 162413" oak coniferous WA 128 White oak 23 64 large deadwood 1825 T' 162510" oak deciduous WA 73 exposed roots large deadwood 1626 8" 1626 15" oak deciduous large deadwood, branch decay, decline 271 White oak 19 68 large deadwood 1827 6" 1627 T' WA deciduous WA 132 Chestnut oak 1 27 74 targe deadwood 1828 9" 1628 6" pine WA I WA 72 large deadwood dominant 182911" 1629 6' pine coniferous WA 135 Chestnut oak 183011" 16306, pine coniferous WA 136 Virginia pine 2t 60 183111" 1631 17" oak deciduous - 270 Hickory 21 64 large deadwood 1832 9" 1632 Sr' pine coniferous WA targe deadwood double bunk 1833 T' 1633 16" oak deciduous hollow 269 Hickory 20 69 large deadwood 1834 9" 1634 25"twin oak WA 268 White oak 19/18 71 large deadwood 183561 1635 12" oak deciduous 52 white oak 12 75 1836 6" 1636 13" pine coniferous 53 white pine 19 75 144 Chestnut oak 183710" 1637 17" one coniferous 541 pine, shortleaf 17 55 70 heavy vines, double trunk 1638 18" oak deciduous 56 willow oak 18 70 Weak crotch 1639 20" oak deciduous 72 67 White oak 21 70 large deadwood, one-sided 1840 9" 1640 14" oak WA 369 red oak 14 75 Conflicting branches _ 1641 27" poplar deciduous 390 tulip -poplar 27 55 Root decay Trunk decaylmajor branch decay 1642 T Oak deciduous 391 white oak 7 85 1843 11" 164319' ,poplar deciduous 392 tulip -poplar 18 70 I23 184410" 164461 1poplar coniferous WA 158 Yellow poplar 26 78 large deadwood 184513" 1645 T' maple Ideolduous 3931 maple, sugar 7 75 Ginning roots 184812" 1646 13" maple deciduous 394 maple, sugar 14 60 Conflicting branches Weak crotchtgirdling roots 1647 23" oak WA 395 willow oak 22 80 Conflicting branches Exposed roots/girdling roots 1648 8" WA Ideciduous 396 hombeam, American 8 75 Conflicting branches Weak Crotch 184910" WA deciduous WA large deadwood double trunk deciduous 185091, 1650 12" pine NIA 397 white pine 21 75 20 18511T' 1651 9" cedar coniferous 399 eastern red cedar t075 60 Itarge deadwood 1852 8" 1652 13" pine coniferous 398 vhatte pine 13 75 1853 IV' 1653 48" oak deciduous Girdling roots 49 White oak 24 79 large deadwood, dieback Double trunk, located in concession area --- -__ -- 1654 T' I WA WA WA 180 1855 16, 165522 trip#e foci maple WA WA 18 61 farye deadwoodbrokelimbs , n 185612" 1658 14" black oak deciduous WA 1857 8" 165712" oak deciduous WA 182 willow oak _ 18586, 16586, twin deciduous WA ash, white ,5 75 Small deadwood 1859 7" 1659 17" oak deciduous 16 50 Hickory 20 61 trunk decay, large deadwood _ _ _ 1660 12" oak deciduous large deadwood 64 White oak 30 60 large deadwood, excessive lean excessive lean towards road 1661 24" oakdeciduous WA 51 Virginia pine 9 55 18629, 1662 25" oak deciduous 187 Virginia pine 521 White oak 25 79 large deadwood, excesalve lean located in picnic area 1663 18" black mak deciduous 55 531 Blackgum 16 68 large deadwood located in picnic area 166418" Oak WA WA deciduous 190 white oak 30 186511" 166514" 1 oak deciduous WA white pine 1 13 80 1866 T' 1666 14" I twin calk deciduous WA 70 small deadwood located in yard 1867 6" 1667 6" Joak deciduous WA located in yard coniferous 216 Asn 166891- 1666 8" oak deciduous WA 217 Easternwhite pine 18 66 18696, 1669[24- poplar WA 218 Eastern white pine 190 Yellow poplar 31 70 large deadwood double trunk, located in picnic area 1670 9" oak deciduous WA large deadwood, exposed roots I located in yard, double trunk 167113" 1671 25" white oak deciduous 23 White oak 25 82 large deadwood located in picnic area 1672 8" oak deciduous WA i 1 20 60 large deadwood, physical damage wire fence 187316- 1673 W' poplar deciduous 63 22 Yellow poplar 29 70 large deadwood located in picnic area 167416" oak WA WA 225 Yellow poplar 28 1875 6" 1675 30" oak deciduous 21 White Oak 30 79 1 large deadwood, branch decay located in picnic area 1676 16" oak deciduous 19 pin oak 22 75 187711" 1677201 oak deciduous exposed roots, large deadwood 20 White oak 20 1 78 large deadwood located in picnic area 1678 9' white oak deciduous WA 230 Shortleaf pine 19 52 1879 9' 167918" WA deciduous WA 26 73 large deadwood 1880 6" 168018" WA WA WA 3arge deadwood, one•slded 16818" 4681 28" oak deciduous 24 Northern red oak 28 84 large deadwood located In picnic area 1682 28" oak Ideciduous 25 White oak 25 68 .large deadwood, one-sided, dleback 1863 6" 1683 6" oak WA WA trunk decay, trunk wound, large ddeadwood 237 Yellow poplar 1884 6" 168417" oak deciduous WA 238 Shortleaf pine 19 1 66 188581, 1885 36" poplar deciduous 239 Shortleaf pine 26 Yellow poplar 29 62 basal decay, large deadwood 1886 T' 1686 T' oak deciduous WA large deadwood 1887 6" 1687 T' maple deciduous WA 242 Shortleaf plea 21 186611" 1688 T' WA deciduous WA 243 Virginia pine 21 62 large deadwood 1889 11"oak 168910" maple WA WA 66 large deadwood 189011" 1690 t0" triple Ideciduous WA 246 Southern red oak 27 1691 2V' chestnut oak deciduous 1 28 Chestnut oak 22 58 large deadwood, dieback trunk decay, large deadwood 1692 20" poplar deciduous white oak 44 Yellow poplar 24 I 79 Ilarge deadwood, one-sided 1693125" oak deciduous willow oak 43 Northam red oak 25 1 84 large deadwood 250 Shortleaf pine 1694 22" poplar deciduous 15 White oak 42 Yellow poplar 22 88 large deadwood 71 1695 23" oak deciduous vhl)owoak 29 White oak 23 60 basal decay, large deadwood, branch decay, dleback 169619, poplar deciduous 18 No tham red oak 30 Yellow cooler 19 72 large deadwood 1697 T' white mak WA WA 13 70 Exposed roots 257 Yellow poplar 21 1698 27" poplar deciduous ash, green 31 Yellow poplar 27 75 large deadwood Itrunk decay, large deadwood 1699 21" poplar deciduous 19 Yellow poplar 32 Yellow poplar 23 75 large deadwood 1700 16" big leaf deciduous WA 17 75 located In picnic area 19 1701 13" iwln oak deciduous WA 11 60 Weak crutch Basal decay 1702 17" whlte Orak Ideciduous pine, shortleaf 8 White oak 21 72 large deadwood deciduous 1703 25" oak deciduous oak, willow 7 Northam red oak 27 82 large deadwod, heavy vines tulip -poplar 1704 8" twin deciduous WA 18 40 Severely stressed Trunk decay 75 1705 T' WR WA WA 17 60 55 Severely stressed 1706 19"wt ke arsh deciduous white pine 5 White ash 19 73 small deadwood 448 1707 17" willow deciduous I 82 Chestnut oak 22 79 large deadwood 13 1708 16' oak deciduous red oak 37 White oak i9 81 large deadwood Basal decay 170916" WA WA WA 9 60 1710 10' JwhIte, oak WA WA 19 70 453 11ritkory 171114" Josk deciduous WA 16 70 white oak 17 1 1712 16"oak deciduous 33 Red maple 38 Northern red oak 19 77 basaldecay, large deadwood 1713 7" oak deciduous I WA 14 70 1_ 457 1714 8" oak deciduous WA 21 52 large deadwood, excesslve lean, dleback wind throw 171512" WA deciduous WA 15 70 _.._... 171614" WA WA WA 22 76 exposed mots, large deadwood _._. 171714" oak WA WA 17 70 - 171813" oak deciduous WA 15 70 Exposed roots _ 1719 9" oak deciduous WA 18 87 la tlaadwood 1720 23" oak Ideciduous 40 White oak 18 White oak 23 81 large deadwood 1721 6" willow Ideciduous WR I 62 physical damage, large deadwood, dleback ­ _.. 1722 6' WA tleclduous WA 23 79 la ge deadwood, axceasive lean 1723 24" oak Ideciduous 46 White oak 17 Northern red oak 24 67 I large deadwood, dleback* 1724 20' WA WA 47 White oak 14 Hickory 20 83 Targe deadwood 172512" WR WA WA 21 79 small deadwood - 1726 22" poplar deciduous hemlock, Eastern 13 Yellow poplar 22 70 large deadwood - 1727 15" big leaf WA WA 7 70 double trunk 1728 9" 1728 oak deciduous WA 27 74 large deadwood _.. ---- 1729 6" 173010" WA I poplar deciduous WA WA WA 14 70 _-_.. _ 173110" oak deciduous WA 18 68 large deadwood, branch decay ___ 1732 T oak deciduous WA 20 1 73 large deadwood - 1733 12" poplar deciduous WA 18 45 Exposed roots - 1734 e' oak deciduous WA 9 65 _ - _ 1735 8" poplar deciduous WA_--^ 20 69 large deadwood, one-sided _' 17367 173714" poplar poplar deciduous deciduous WA WA 16 65 __. -_ ----- 1738 1738 24" oak deciduous 69 White oak 27 Ndrthem red oak 24 81 large deadwood 173910"I WA deciduous WA 21 60 _ 1740 19" whit. oak deciduous 60 White oak 11 White oak 19 59 pawl decay, physical dam deadwood, branch decay 1741 20" 1poplar WA I 10 Yellow poplar 20 73 large deadwood, physical dmage 1742 6" WA WA WA 16 68 large deadwood, ane -sided _.._ 1743 T' WA WA WA 20 1 55 Major branch decay _ 1744 22" poplar deciduous 62 White oak 9 Yellow poplar 22 72 large deadwood __ _ 1745 6" WA WA WA 16 40 Severely stressed Excesslve lean 1746 26" poplar deciduous 63 White oak B Yellow poplar 26 76 large deadwood 1747 7" WA WA WA 21 60 Severely stressed ILarge deadwood 1746 T' WA WA WA 21 79 large deadwood 1749 10" poplar WA WA 13 55 Severely stressed Large deadwood 1750 9" poplar deciduous WA 21 80 large deadwood 17516" INIA Ideciduous WA 12 60 1752 28" oak deciduous lfe oak JpIne, 2 Northern red oak 30 78 Ilarge deadwodI tea y vines 1753 24" Joak INIA WA 15 60 1754 15" oak deciduous WA 20 74 large deadwood, branch decay68willow 175510" deadwrodd deciduous WA 16 70 Weak crotch Small deadwood 1756 21" poplar deciduous 69 White oak 266 Yellow poplar 21 67 large deadwood 1757 19" WA deciduous white pine 267 Yeltow poplar 20 62 large deadwood, decline 1758 7" WA confferous WA 22 64 large deadwood, dieback 175913" WA N/A WA 19 I 75 Trunk decay 176061 deadwood WA WA 21 1 54 trunk decay, large deadwood, dleback 1761 28" oak deciduous 11 1 , Northern red oak 27 80 I large deadwood 1762 8" WA coniferous WA 75 physical damage, large deadwood 1763 26" oak deciduous 18 3 Northern red oak 26 82 large deadwood 1764 7" WA WA WA 70 1765 8" WA WA WA 78 large deadwood 1766 24" poplar deciduous 1 4 Yellow poplar 26 76 large deadwood 1767 9" oak WA WA 71 large deadwood, dieback 1768 7" pine deciduous WR 70 1769 IV, 1poplar deciduous 18 264 Yellow poplar 20 68 large deadwood 1770 16" Josk deciduous 5 265 Northern red oak 18 68 large deadwood 1771 H" oak coniferous WA 62 targe deadwood, branch decay, excessive lean 1772 1T' poplar walnut, black 10 262 Yellow poplar 19 70 large deadwood 1773 18" poplar deciduous 32 26$ Yellow poplar 21 70 large deadwood, heavy vines 177414" poplar deciduous WA 70 1775 6" oak deciduous WA 62 large deadwood, excesste lean 177810" deadwcood WA WA 70 177712" pine coniferous WA 68 large deadwood, branch decay, dieto k 1778 8" oak coniferous WA Basal decay 1779 6' INA deciduous WA large deadwood, dleback 178071 WA WA WA Exposed roots 1781 T' Ideadwood NIA WA Exposed roots 178214" poplar coniferous WA large deadwood 1783 18" 1poplar I 1 256 Yeltow po lar 21 70 large deadwood ---- -- -- - - 1784 28" I twin poppiar JdAr.loluous 80 large deadwood 178512" Joak deciduous WA Exposed rots u 1786 IF' poplar 18 75 253 Yellow poplar 19 70 1767 12" 1 WA WA N1A 1788 6" Imaple WA WA small deadwood, excessive lean excessive lean towards road 1789 T' oak deciduous WA 1790&' WA deciduous WA large deadwood soil compaction due to close proximity to foot path 17916" maple WA WR 179212" pine deciduous WA large deadwood, exposed roots 179313" oak deciduous WA Moderate decline Small deadwood/major branch decay 1794 12" poplar deciduous NIA large deadwood, dieback triple trunk ,78512° WA Ideciduous I WA Damaged roots/exposed roots 17981W' twin I WA 78 165 small deadwood f t En b'-0" MAX Temporary L.O.D./Tree Protection Fencing she be a minimum of five (5) foot high fourteen (I 41 gauge welded wire attached to steel l -posts driven at least eighteen (I 8) inches deep and spaced no more than six (6) feet apart, posts to extend above ground at least the height of the fence. L.O.D./TREE PROTECTION FENCING SCALEt NOT TO SCALE F NOTES: 1. Wire fence shall be fastened securely to T -posts with metal wire ties or plastic zip ties. 2. L.O.D./Tree Protection Fence shall be installed at the limits of clearing and grading as approved by Landscape Architect and County Engineer. 3. Silt fencing, when specified for the some location,may be attached directly to tree protection fencing. 4. All L.O.D./Tree Protection Fencing must bear heavy-duty, weather-proof signs indicating that fenceline marks edge of tree protection area. Signs are to be in both Spanish and English and mounted on the inside of the L.O.D. no less than every 50' on center. 5. Temporary L.O.D./Tree Protection Fencing may be used at the Contractor's option where site work is minor in nature and scheduled to be completed in less than 4 weeks time. F Long Term L.O.D.I/ Tree Protection Fencing shall be six (6) foot Heigh chain link fence. Where fencing is instatlled within the rootzones of existing trees, posts shall be driven into the ground a minimum of two (2) feet and not set in concrete. Otherwise fencing shall meet all requirements oif VESCH Safety Fence Std & Spec 3.01. D RKK Survey RKK Survey TREE SURVEY POINT 11 i CONIFEROUS TREE bmar Surve DECIDUOUS TREE 21mar Survey Omar Surrey # Species Storey # Size I Description Ty pe Omar Survey # I Species Size lConditoril Problems I Comments (DBH) .(Area A)1(Area B). OBHllnch' "I 1797 9" WA NtA 92 Chestnut oak ,8 61 large deadwood, dleback 1798 10" twin NIA 12 redbud 6 0 Trunk decay Weak crotch 179910" WA WA WA 93 hombeam, American 7 180011" WA WA WA 94 Virginia pine 19 67 large deadwood, conflicting branches 18018" triple WA WA 70 Conflicting branches Trunk decaylgirdling roots 1802 6' WA N/A WA 95 walnut, black 20 1803 6" 1 WA WA WA 96 maple, sugar 14 60 Conflicting branches 180410" poplar WA N/A 11 70 180512" WA deciduous WA Exposed roots Girdling mots 99 maple, sugar 180810" NIA N/A WA WA 100 Chestnut oak 26 82 180711" WA WA WA white pine 15 75 16086" N/A WA WA 66 lbasal decay, small deadwood 180913" poplar WA N/A 103 Chestnut oak 20 18109" pine deciduous NiAA 104 Chestnut oak 18 69 large deadwood 18118" WA coniferous NhA 24 52 basal decay, trunk decay, hollow, large deadwood, makor decline 1812 6" WA WA WA large deadwood 107 White oak 181312" oak WA MIA 108 White oak 20 70 1814 9' N/A deciduous W,A 109 White oak 19 72 large deadwood, dleback 181512" oak WA WA 70 large deadwood, exposed roots 1816 6" pine deciduous HIAA double trunk WA 114 Chestnut oak 21 1817 14" WA WA 36 Hickory 19 61 large deadwood, dleback large deadwood 1818 W pine coniferous WAP 37 58 trunk decay, canker, brench decay, large deadwood double trunk deciduous 18196, I WA coniferous NIRA large deadwood 122 Chestnut Oak 18209, pine WA N/AA. 123 Chestnut oak 18 58 182112" triple coniferous W,A 124 Chestnut oak 2666 lame deadwood, lean 1822 6" WA WA WA 58 basal decay, large deadwood hollow 1823 T' NIA WA NLA 127 White oak 20 1824 6" WA WA NLA 128 White oak 23 64 large deadwood 1825 T' WA WA NLA 11 23 73 exposed roots large deadwood 1626 8" WA WA NLA large deadwood, branch decay, decline 131 Chestnut oak 1 19117 1 1827 6" pine WA NDA 132 Chestnut oak 1 27 74 targe deadwood 1828 9" poplar coniferous WA 1 25 72 large deadwood dominant 182911" poplar deciduous WA large deadwood, lean 135 Chestnut oak 183011" poplar deciduous NhA 136 Virginia pine 2t 60 183111" pine deciduous WA 137 Chestnut oak 18 74 large deadwood 1832 9" WA coniferous NLA 80 targe deadwood double bunk 1833 T' poplar WA WA hollow 140 White oak 23 1834 9" poplar deciduous NLA 141 Chestnut oak 18 61 large deadwood 183561 WA deciduous WA 18/13116 68 large deadwood blple trunk 1836 6" deadwood WA WA small deadwood 144 Chestnut oak 183710" poplar coniferous WA 145 Chestnut oak 27 70 183861, oak deciduous I WA 148 Chestnut oak 24 72 large deadwood 18396, deadwood deciduous WA 72 large deadwood 1840 9" oak coniferous WA 149 Chestnut oak 29 1841 T' WAdeciduous WA1842 150 Chestnut oak 22 70 exposed roots, large deadwood 8" Idead pins WA WA 69 exposed roots, small deadwood 1843 11" dead pine coniferous WA 153 White oak I23 184410" pine coniferous WA 158 Yellow poplar 26 78 large deadwood 184513" pine coniferous NhA 1 22 72 large deadwood 184812" pine coniferous W/A Ismail deadwood coniferous I 165 Shortleaf pine 1847 11" WA coniferous NhA 166 Yellow poplar 23 52 1848 T' NIAWA coniferous N/A 168 Shortleaf pine 16 60 large deadwood 184913" poplar WA W/A 74 large deadwood double trunk deciduous 185091, WA deciduous WA 175 Black cherry 20 18511T' WA WA NDA 176 Virginia pine 24 60 Itarge deadwood 1852 8" WA NIA WA 1853 IV' WA NIA WA Girdling roots Co -dominant 179 red oak 1854 9 WA WA I WA 180 1855 16, Joak WA I WA ?81 Ash 18 61 farye deadwoodbrokelimbs , n 185612" WA deciduous WA 1857 8" WA NIA WA 182 willow oak 1 17 18586, WA WA WA 183 ash, white ,5 75 Small deadwood 1859 7" pine WA WP, 16 55 Basel decay Thin crown/seversiy stressed NIA 18609, WA coniferous NhA large deadwood 185 tulip -poplar 18618" poplar WA WA 186 Virginia pine 9 55 18629, poplar deciduous WA 187 Virginia pine 26 67 large deadwood, vines 18639' poplar deciduous WA 55 Small deadwood 189 186411" 1poplar deciduous WA deciduous 190 white oak 30 186511" WA deciduous WA 192 white pine 1 13 80 1866 T' WA WA NDA I 18 70 small deadwood located in yard 1867 6" deadwood WA WA large deadwood located in yard coniferous 216 Asn 166891- WA coniferous WA 217 Easternwhite pine 18 66 18696, WA WA WA 218 Eastern white pine i 21 68 small deadwood, exposed We located in yard 187016" oak WA WA 67 large deadwood, exposed roots I located in yard, double trunk 167113" poplar deciduous WA 221 eastern red cedar 20 60 1872 6" WA deciduous WA 222 eastern red cedar i 1 20 60 large deadwood, physical damage wire fence 187316- Ideadwood NIA WA 63 exposed roots, large deadwood 1874 6" deadwood coniferous WA 225 Yellow poplar 28 1875 6" WA WA WA 226 Yellow poplar 1 32 1 70 large deadwood 1876 T' WA WA WA I 28124 68 trunk decay, large daadwCod double trunk 187711" pine WA WA exposed roots, large deadwood 229 Virginia pine 187811" NIA coniferous WA 230 Shortleaf pine 19 52 1879 9' dead twin WA WA 231 Yellow poplar 26 73 large deadwood 1880 6" pine N/A WA 88 3arge deadwood, one•slded 16818" WA coniferous WA 234 Yellow poplar 25/26 1882124" oak WA WA 235 Eastern white pine 21 53 basal decay, trunk decay, large deadwood 1863 6" WA deciduous WA 56 trunk decay, trunk wound, large ddeadwood 237 Yellow poplar 1884 6" twin WA WA 238 Shortleaf pine 19 1 66 188581, twin WA WA 239 Shortleaf pine t81 60 large deadwood, vines 1886 T' twin WA WA 67 large deadwood 1887 6" WA WA WA 242 Shortleaf plea 21 186611" oak WA N/A 243 Virginia pine 21 62 large deadwood 1889 11"oak Ideciduous NA 18 66 large deadwood 189011" oak deciduous WA large deadwood 246 Southern red oak 27 72 large deadwood 12 Northam rad oak 27 66 large deadwood, one-sided 50 trunk decay, large deadwood hollow 1,3 white oak 17 0 Trunk decay Weak crotch 249 Yellow poplar 1:5 willow oak i19 70 250 Shortleaf pine 27 72 large deadwood 15 White oak 28 76 basal decay, large deadwood 18 71 large deadwood 116 vhl)owoak 21 70 73 large deadwood WA 254 Yellow poplar 18 No tham red oak 25 80 basal decay, large deadwood 255 Northam red Oak 21/18 17 willow oak 13 70 Exposed roots 257 Yellow poplar 21 68 large deadwood 118 ash, green 9 70 Exposed roots 54 Itrunk decay, large deadwood 19 Yellow poplar 19 74 large deadwood 280 Yellow poplar 20 210 pin oak 17 75 located In picnic area 19 72 211 cherry, black 11 60 Weak crutch Basal decay 2:2 pine, shortleaf 19 80 Small deadwood Severely stressed deciduous 382 walnut, black 2,3 oak, willow 26 75 Girdling roots Exposed roots tulip -poplar 26 70 26 oak, willow 18 40 Severely stressed Trunk decay 75 Severely stressed 26 oak, willow 17 60 55 Severely stressed 448 27 white pine 20 70 448 red maple 8 28 white pine 10 70 449 red maple 13 70 Corlflicting branches 29 red oak 18 60 32 60 Basal decay Small deadwoodlexposed roots 310 white oak 9 60 452 hickory 311 white pine 19 70 453 11ritkory 9 75 3:2 white pine 16 70 white oak 17 55 Moderate decline 33 Red maple 19 58 large deadwood, excessive lean wind throw 456 3;3 white pine 14 70 457 whit. oak 18 1 55 34 White oak 21 52 large deadwood, excesslve lean, dleback wind throw 341 white pine 15 70 35 Hickory 22 76 exposed mots, large deadwood potential damage from tree #34 3;5 white pine 17 70 3f willow oak 15 70 Exposed roots 39 Yellow pop tar 18 87 la tlaadwood 40 White oak 21 so physical damage, large deadwood, dleback soil compaction due to close proximity to road 41 Chestnut oak 24 62 physical damage, large deadwood, dleback soil compaction due to close proximity to road 45 Northam red OR 23 79 la ge deadwood, axceasive lean 46 White oak 22 81 large deadwood located in concession area 47 White oak 25 78 large deadwood located In concession area 48 White oak 21 79 small deadwood located in concession area so hemlock, Eastern 8 70 Preserve 51 hemlock, Eastern 7 70 double trunk 54 Yellow poplar 27 74 large deadwood located in picnic area 55 white pine 14 70 55 Chestnut oak 18 68 large deadwood, branch decay Double trunk 56 Chestnut oak 20 1 73 large deadwood Double trunk 57 walnut, black 18 45 Exposed roots Basal decay 56 hawthorn 9 65 58 White oak 20 69 large deadwood, one-sided SB willow oak 16 65 69 White oak 21 68 large deadwood, one-sided, canker soil compaction due to close proximity to foot path 60 white pine 21 60 60 White oak 24 68 Ilarge deadwood, dleback el 1white pine 24 75 61 IWhite oak 16 68 large deadwood, ane -sided 62 Iwainut, black 20 1 55 Major branch decay Large deadwood 62 White oak 25 69 targe deadwood, dleback 63 white pine 16 40 Severely stressed Excesslve lean 63 White oak 18 69 large deadwood soil compaction due to close proximity to foot path 644 Iwalnut, black 21 60 Severely stressed ILarge deadwood While oak 21 79 large deadwood 85walnut, black 13 55 Severely stressed Large deadwood Hickory 21 80 large deadwood 818pine, shortleaf 12 60 lfe oak JpIne, 21 68 large deadwood, dleback67 shortleaf 15 60 White oak 20 74 large deadwood, branch decay68willow oak 16 70 Weak crotch Small deadwood 69 White oak 22 63 large deadwood, dieback 69 white pine 13 60 Trunk decay 70 White oak 22 64 large deadwood, dieback 7N white pine 19 I 75 Trunk decay 71 White Oak 21 1 54 trunk decay, large deadwood, dleback 711 white pine 11 1 55 Excesshe lean 72 White oak 23 1 75 physical damage, large deadwood 73 Yellow lar 18 78 large deadwood 731 Jwhita pine 11 70 74 Whits oak 18 78 large deadwood 74 Ihalesta 3 80 potential transplant 78 White oak 20 71 large deadwood, dieback 751 white pine t0 70 76 Biackgum 18 62 physical damage, large deadwood, dieback 716 baidcypreas 5 80 potential transplant 77 White oak 22 62 targe deadwood, branch decay, excessive lean 717 walnut, black 10 70 Weak crotch 78 White oak 32 80 large deadwood 7l8 white pine 15 70 79 Virginia pine 18 62 large deadwood, excesste lean 7f9 white pine15 70 80 White oak 25 1 68 large deadwood, branch decay, dieto k St0 tultiopoplar 10 70 Basal decay 81 Chestnut oak 24 1 70 large deadwood, dleback ell willow oak 14 1 80 Exposed roots 82 willow Oak 17 80 Exposed roots 83 Chestnut oak 24 80 large deadwood 833 walnut, black 17 75 Exposed roots 8. 4 White oak 30 80 large deadwood 841 redbud 8 50 Exposed rots 85 Chestnut oak 18 75 smelt deadwood 85 hickory 20 75 $6 While oak 22 76 small deadwood, excessive lean excessive lean towards road 86 hickory 18 75 87I Chestnut oak 24 80 large deadwood soil compaction due to close proximity to foot path 8,7 hickory 11 75 88 Yellow poplar 21 79 large deadwood, exposed roots 8$ I black locust 13 45 Moderate decline Small deadwood/major branch decay 89 Chestnut oak 22 71 large deadwood, dieback triple trunk 89 willow oak 10 Damaged roots/exposed roots 90 Chestnut oak 19 78 165 small deadwood f i90 maple, sugar 9 65 Conflicting branches 91 Chestnuk oak 18 78 large deadwood triple trunk NOTES: 1. Wire fence shall be fastened securely to T -posts with metal wire ties or plastic zip ties. 2. L.O.D./Tree Protection Fence shall be installed at the limits of clearing and grading as approved by Landscape Architect and County Engineer. 3. Silt fencing, when specified for the some location,may be attached directly to tree protection fencing. 4. All L.O.D./Tree Protection Fencing must bear heavy-duty, weather-proof signs indicating that fenceline marks edge of tree protection area. Signs are to be in both Spanish and English and mounted on the inside of the L.O.D. no less than every 50' on center. 5. Temporary L.O.D./Tree Protection Fencing may be used at the Contractor's option where site work is minor in nature and scheduled to be completed in less than 4 weeks time. F Long Term L.O.D.I/ Tree Protection Fencing shall be six (6) foot Heigh chain link fence. Where fencing is instatlled within the rootzones of existing trees, posts shall be driven into the ground a minimum of two (2) feet and not set in concrete. Otherwise fencing shall meet all requirements oif VESCH Safety Fence Std & Spec 3.01. D RKK Survey 1785 TREE SURVEY POINT 11 i CONIFEROUS TREE bmar Surve DECIDUOUS TREE Survey #1 Size I Description I Type Omar Surrey # Species Size ConditionI Problems I Comments DBH (Area A)(Area B). DBHlinch', 911 "I 92 Chestnut oak ,8 61 large deadwood, dleback 92 white oak 13 70 Severely stressed beginniTij of basal decay 93 Chestnut oak 26 79 large deadwood 93 hombeam, American 7 70 Conflicting branches 94 Virginia pine 19 67 large deadwood, conflicting branches 94 white oak 13 70 Conflicting branches Trunk decaylgirdling roots 95 White oak 32 84 large deadwood 95 walnut, black 20 74 Ex sed roots Small deadwood 96 maple, sugar 14 60 Conflicting branches 97 tuli poplar 11 70 98 pin oak 11 70 Exposed roots Girdling mots 99 maple, sugar 15 55 Conflicting branches Girdling roots/aeverely stressedtborers WA 100 Chestnut oak 26 82 large deadwood double trunk 100 white pine 15 75 101 White oak 25 66 lbasal decay, small deadwood 102 Chesfiut oak 20 70 large deadwood 103 Chestnut oak 20 68 large deadwood, dleback 104 Chestnut oak 18 69 large deadwood 105 Chestnut oak 24 52 basal decay, trunk decay, hollow, large deadwood, makor decline 108 Chestnut oak 23 79 large deadwood 107 White oak 24 69 large deadwood, branch decay 108 White oak 20 70 large deadwood, diaback 109 White oak 19 72 large deadwood, dleback 110 Yellow poplar 25 70 large deadwood, exposed roots 111 Chestnut oak 27 68 large deadwood double trunk WA 114 Chestnut oak 21 60 trunk decay, large deadwood 115 Chestnut oak 25 75 large deadwood WA 119 Chestnut oak 37 58 trunk decay, canker, brench decay, large deadwood double trunk deciduous 121 Chestnut oak 18 75 large deadwood 122 Chestnut Oak 20116 63 large deadwood double trunk 123 Chestnut oak 18 58 basal decay, large deadwood, lean hollow 124 Chestnut oak 2666 lame deadwood, lean 125 Chestnut oak 18 58 basal decay, large deadwood hollow 126 Chestnut oak 19 75 large deadwood 127 White oak 20 64 large deadwood 128 White oak 23 64 large deadwood 129 Chestnut oak 11 23 73 exposed roots large deadwood 130 Chestnut oak I 18 1 58 large deadwood, branch decay, decline 131 Chestnut oak 1 19117 1 73 Ilarge deadwood double trunk 132 Chestnut oak 1 27 74 targe deadwood dominant 133 Chestnut oak 1 25 72 large deadwood dominant 134 Virginia pine I 18 60 large deadwood, lean 135 Chestnut oak 21/17 75 large deadwood 136 Virginia pine 2t 60 canker, large deadwood 137 Chestnut oak 18 74 large deadwood 138 Chestnut oak 1817 80 targe deadwood double bunk 139 Chestnut oak 19 56 basal decay, large deadwood hollow 140 White oak 23 66 large deadwood, branch decay 141 Chestnut oak 18 61 large deadwood 142 Chestnut oak 18/13116 68 large deadwood blple trunk 143 Chestnut oak 18 76 small deadwood 144 Chestnut oak 24 68 large deadwood, branch decay double trunk, monarch 145 Chestnut oak 27 70 exposed roots, large deadwood dominant 148 Chestnut oak 24 72 large deadwood 147 Chestnut oak i 18 72 large deadwood 148 White oak 21 1 74 exposed roots, large deadwood 149 Chestnut oak 29 8d exposed roots, large deadwood, lean dominam 150 Chestnut oak 22 70 exposed roots, large deadwood 151 Yellow poplar 22 69 exposed roots, small deadwood 152 Yellow poplar 1 20 64 exposed roots, large deadwood 153 White oak I23 77 large deadwood deciduous 158 Yellow poplar 26 78 large deadwood 159 Yellow poplar 1 22 72 large deadwood 160 Yellow poplar 1 20 73 Ismail deadwood coniferous I 165 Shortleaf pine ; 18 1 72 large deadwood 166 Yellow poplar 23 52 trunk decay, physical damage, large deadwood, girdling roots coniferous 168 Shortleaf pine 16 60 large deadwood coniferous 172 Shortiaaf pine 18/17 74 large deadwood double trunk deciduous 174 Black locust 20 45 trunk decay, branch decay, large deadwood, decline 175 Black cherry 20 70 exposed roots, large deadwood 176 Virginia pine 24 60 Itarge deadwood double trunk 177 178 white oak 12 75 Girdling roots Co -dominant 179 red oak 7 45 Severe decline severe soil compaction 180 deciduous ?81 Ash 18 61 farye deadwoodbrokelimbs , n 181 182 Shortleaf pine I 1860 large deadwood 182 willow oak 1 17 55 Basal decay Thank decay/moderate decline 183 ash, white ,5 75 Small deadwood Exposed rcote/girdling roots 184 tullp-poplar 16 55 Basel decay Thin crown/seversiy stressed NIA 185 Shortleaf pine 19 67 large deadwood 185 tulip -poplar i 16 70 Basal decay 186 Virginia pine 9 55 Small deadwood coniferous 187 Virginia pine 26 67 large deadwood, vines 187 Virginia pine 9 55 Small deadwood 189 hickory 9 65 Small deadwood deciduous 190 white oak 30 45 Basal decay Moderate declineiNmak crotch deciduous 192 white pine 1 13 80 coniferous 213 Yellow poplar I 18 70 small deadwood located in yard 214 Eastern white pine 1 21 70 large deadwood located in yard coniferous 216 Asn 21 69 large deadwood, broken limbs, exposed roots located in ya d 217 Easternwhite pine 18 66 small deadwood, exposed roots located in yard 218 Eastern white pine i 21 68 small deadwood, exposed We located in yard 219 Ash 20 I 67 large deadwood, exposed roots I located in yard, double trunk 220 Black cherry 22 62 trunk decay, large deadwood, heavy runes 221 eastern red cedar 20 60 large deadwood wire fence 222 eastern red cedar i 1 20 60 large deadwood, physical damage wire fence 223 Ash ?8 63 exposed roots, large deadwood 224 Yellow poplar 39 72 large deadwood 225 Yellow poplar 28 72 large deadwood 226 Yellow poplar 1 32 1 70 large deadwood 227 Yellow poplar I 28124 68 trunk decay, large daadwCod double trunk 228 Hackberry 18 60 exposed roots, large deadwood 229 Virginia pine 19 58 large deadwood 230 Shortleaf pine 19 52 large deadwood, decline 231 Yellow poplar 26 73 large deadwood 232Yellow poplar 19 88 3arge deadwood, one•slded 233 Yellow poplar 22 70 large deadwood 234 Yellow poplar 25/26 70 large deadwood double trunk 235 Eastern white pine 21 53 basal decay, trunk decay, large deadwood 236 Shortleaf pine 19 56 trunk decay, trunk wound, large ddeadwood 237 Yellow poplar 18119 1 58 basal decay, large deadwood triple trunk 238 Shortleaf pine 19 1 66 large deadwood, lean 239 Shortleaf pine t81 60 large deadwood, vines 240 Ash 24 67 large deadwood 241 Eastern white pine 20 67 large deadwood 242 Shortleaf plea 21 63 targe deadwood, heavy vines 243 Virginia pine 21 62 large deadwood 244 Virginia pine 18 66 large deadwood 245 Yellow poplar 25 71 large deadwood 246 Southern red oak 27 72 large deadwood 247 Yellow poplar 29 50 trunk decay, large deadwood hollow 248 Yellow poplar 24 73 large deadwood 249 Yellow poplar 21/16 70 targe deadwood double trunk 250 Shortleaf pine 27 72 large deadwood 251 Shortleaf pure 18 71 large deadwood 252 Yellow poplar 18 73 large deadwood WA 254 Yellow poplar 19116 70 large deadwood double trunk 255 Northam red Oak 21/18 70 large deadwood double trunk deciduous 257 Yellow poplar 21 68 large deadwood 258 Yellow poplar 21 54 Itrunk decay, large deadwood 259 Yellow poplar 25 55 basal decay, trunk decay, large deadwood 280 Yellow poplar 20 70 large deadwood 261 IYSHOW poplar 19 72 273 White Oak 42 363 walnut, black 20 65 Small deadwood Severely stressed deciduous 382 walnut, black 12 70 445 tulip -poplar 26 70 Small deadwood 446 red oak 12 75 Severely stressed 447 white oak 9 55 Severely stressed 448 black locust 9 55 Severeiy stressed 448 red maple 8 75 449 red maple 13 70 Corlflicting branches borers 450 white oak 32 60 Basal decay Small deadwoodlexposed roots 45i Virginia Pine 9 65 452 hickory 16 56 Severely stressed Small deadwood 453 11ritkory 9 75 454 white oak 17 55 Moderate decline 455 willow oak 14 1 75 456 rad made 15 70 Severely stressed 457 whit. oak 18 1 55 Basal decay LEGEND 1785 TREE SURVEY POINT 11 i CONIFEROUS TREE O � DECIDUOUS TREE ANTICIPATED TREE REMOVAL/LOSS OUTSIDE OF L.O.D./ LIMIT OF CLEARING BOUNDARY L.O.D(LIMIT OF DISTURBANCE)/TREE PROTECTION FENCING: MUST MEET VESCH 3,01 SAFETY FENCE REQUIREMENTS, * I.CiDr"ft SPECIFICATIONS & INSTALLATION DETAILS. INSTALLATION TO BE APPROVED AS TREE PROTECTION FENCING BY COUNTY ENGINEER PER v SECTION 704. 111-� APPROXIMATE DRIPLINE OF EXISTING WOODED AREAS - `` ") �..-' 141 --_-111--' �� � ..li , ►NIPFt{�iS s , >RsT �'\ \ . . I , SCALEI AS !VOTED R A ac Monticello Visitor and Smith History Center Thomas Jefferson Foundation, Inc. P.o.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper &Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 Sea! L ' � .� I tui,#t t ; =, .11 �� f,*�i ,; x NO,, 6 :}tst7 � �, J /ADSC q p � Number Date Revision ! r Submittal Type I Reviewed Approved Community ID-evPlopment Department Date 0 # Jfds tri"` -14 �s' KEY PLAN FINAL SITE PLAN COPYRIGHT AYERS/SAINT/GROSS 2006 10.40 Hull St., Suite 100 8001 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 Tree Inventory Plan - Reference Project Number Date 20353.04,MVLA 4102 04/03/06 Drawn By Scale KB, BWC 1 11-40'-0" Drawing No, L-2 0 --- 6 4 3 2 M LEGEND nr �� EXISTING CONIFEROUS TREE �y (NOT DRAWN TO SCALE) EXISTING DECIDUOUS TREE (NOT DRAWN TO SCALE) CANOPY TREE XX -X UNDERSTORY ° TREE - SINGLE STEM ,a UNDERSTORY X_ TREE - MULTI -STEMMED NINES: 1) ALL TREES & PLANTS TO BE LAiD OUT iN FIELD BY LANDSCAPE ARCHITECT. XX- EVERGREEN TREE PLANTING BED (SHRUB, GROUNDCOVER & H!ERBACEOUS) G�REENROOF PLANTING WET MEADOW ALL OTHER NATIVE ROUGH MEADOW DISTURBED AREAS H SHUTTLE PARKING AREA SCALEr 1 "=40`-0" F QTY KEY BOTANICAL NAME - COMMON NAME� PLANT SCHEDULE ZEST. HT. @ 1GROWTH —`TOTAL HT jRATIO OF TOTAL CANOPY lTOTAL � REQ'D AWL KEY QTY. QTY. BOTANICAL NAME COMMON NAME TYPE SPACING (avg O.C.) SIZE REMARKS ! WIDTH IN 1 @ 10 YR !CANOPY j Guide to Sizes - SHADE TREES Guide to Tuliptree 1.5 (IN. CAL.) 251 I 37{+ 0.60 Size V Evergreen E Quercus alba 5 1.5 1C1 Size IV Deciduous D 243)- 9731 3941 3841 4 ----- 12 20` Size iII Herbaceous H 1.5 2 3 10I Ili 20 0.?0 221 0.70 size ti Aquatic A Quercus prinus (Q. montana) 2 _ _ size 1 24�4,2241,. `186 _ _1861 1.8 Quercus rubra (Q. borealis) Northern Reed Oak 2 121 20� 321 0,?5 4521 1,3561 2 ARI Acer rubrurn 'October Glory OctoberGlory Red Map/e D NIA 1.5 B&B - 5 AR -11 Acer rubrum 'Red Sunset Red Sunset Red Maple D NiA 2 B&B 2 AS -Ili Acersaccharum 'Commemoration' or 'Legacy' Hybrid Sugar Maple D N/A 3 B&B 5 CL -11 Cladrastis lutea (C. kentukea) Yellowwood D N/A 2 B&B 2 DV -I Diospyros virginiana Persimmon D N/A 1.5 B&B 1 FA -111 Fra)anus americana 'Junginger° ('Autumn Purple') Autumn Purple White Ash D NIA 3 B&B 3 GT-iI Gleditsia triacanthos inermis'Halka' Halka Honey Locust D NIA 2 B&B 4 GT -V Gleditsia tdacanthos inerrnis'Halka' Halka Honey Locust D N/A 5 B&B, matched 2 GD'lil Gymnocladus diocus Kentucky Coffee Tree D NIA 2 B&B 2 LS -111 Liquidambar styraciflua'Cherokee' Cherokee Sweet -Gum D N/A 3 B&B 3 5 LT -1 Liriodendron tulipifera Tuliptree D N/A 1.5 B&B 7 LT -11 Liriodendron tulipifera Tuliptree D N/A 2 B&B 3 NS -11 Nyssa sylvatica Sour Gum D N/A 2 B&B 4 6 QA -1 Quercus alba White Oak D N/A 1.5 B&B 1 QCd Quercus coccinea Scarlet Oak D N/A 1.5 B&B 1 1 QC41 Quercus coccinea Scarlet Oak D N/A 2 B&B 4 QC411 Quercus coccinea Scarlet Oak D N/A 3 B&B, 3 matched 4 QP -111 Quercus phellos 'Hightower' Hightower AtliowOak D N/A 3 B&B 1 QP -1V Quercus phelios'Hightowee Hightower MliowOak D NiA 4 B&B 1 QM -I Quercus prinus (Q. montana) Chesnut Oak D N/A 1.5 B&B 1 1 QM -11 Quercus prinus (Q. montana) Chesnut Oak D N/A 2 B&B 2 QM -111 Quercus prinus (Q. montane) Chesnut Oak D N/A 3 B&B 3 1 QR -11 Quercus rubra (Q. borealis) Northern Red Oak D N/A 2 B&B 3 OR411 Quercus rubra (Q. borealis) Northern Red Oak D N/A 3 B&B 2 QR4V Quercus rubra (Q. borealis) Northern Red Oak D N/A 4 B&B Guide to Sizes - EVERGREEN TREES (FT. Hr.) Size II 8 size 1 6 4 3 104 llexopaea American Holly E N/A 6 B&B 710-11 liexopaca American Holly E NIA 8 B&B 5 3 JV -1 Juniperus virginiana Virginia Cedar E NIA 6 B&B 3 2 JV -11 Juniperus virginiana Virginia Cedar E I N/A 8 B&B 1 PE -i Pinus echinata Short -Leaf Pine E N/A 6 B&B 1 PE -11 Pinus echinata Short -Leaf Pine E N/A 8 B&B 6 P84 Pinus strobus Ahite Pine E NIA 6 B&B Unsheared 7 1 PS -11 Pinus strobes White Pine E N/A 8 B&B Unsheared 1 TC•I Tsuga caroliniana Carolina Hemlock E N/A 6 B&B 14 TC41 Tsuga caroliniana Carolina Hemlock E N/A 8 B&B Guide to Sizes - UNDERSTORY TREES (Fr. HT.) Size iI $ Size 1 6 4 AC -11 Amelanch[er grandiflora 'Autumn Brilliance' Autumn Brilliance Servicebeny D N/A 8 B&B Single Stem 1 CaC4 Carpinus caroliniana Ironwood D NIA 6 B&B Wit -Stem 1 CaC41 Carpinus caroliniana Ironwood D N/A 8 B&B Multi -Stem 4 CeC4 Cards canadensis Eastern Redbud D NIA 6 B&B Multi -Stem 4 CF -I Comus florida Flowering Dogwood D NIA 6 B&B Single Stem 1 HM -11 Haiesia monticole htuntain Silver Bell D N/A 0 B&B Single Stem 3 MT -i Magnolia tripetala Umbrella Magnolia D N/A 6 B&B Witt -Stem 3 MV4 Magnolia virginiana Swe3etBay Magnolia E N/A 6 B&B Multi -Stem 3 OV -1 OsbW virginiana Hop Hombeam D N/A 6 B&B Multi -Stem 3 OAd Oxyelendron arboreum Sounvood D N/A 6 B&B Single Stem Guide to Sizes - SHRUBS (IN. HT.) Size 11 24 size I 18 11 AP Aesculus parviflora Botttebrush Buckeye D 6' 24 Cont 60 AA Aronia arbutifolia 'Briiliantissima' Red Chokaberry D 6' 24 46 CaF Calycanthus floridus Carolina Allspice D 3' 18 7 CV Chionanthus virginicus Mite Fringe Tree D V 24 Shrub form 138 CAhb Clethra anifolia'Hum iningbird' Summersweet D 3' 18 Cont. 37 CSf Comus sericea 'Flaviramea' Golden-TWg Dogwood D 3' 18 Cont. 37 CSIs Comus sedcea'tsanti' Red Osier Dogwood D 3' 18 Cont. 99 Fbm Fothergilia gardenli'Blue M[st DwarfFothergilia D 3' 18 Cont. 56 Rna Fothergilla'MountAiry MbuntAiry Fothergflia D 6' 24 Cont. 74 HV Hamamelis virginlana Common Witchhazel D 6' 24 Not hybrid 17 HQ Hydrangea quercilblia OakleafHydrangea D 6' 24 Cultivars OK 144 IG ilexglabra'Shamrock' lnkberryHolly E 3' 18 Cont. 28 ILV Ilexvertic[llata'Red Sprite' Winterberry D 3' 18 Conti use one "Jim Dandy' 100 lVhg [tea virginica'Henrys Gamet' Henrys Garnet Virginia Sweetspi D 3' 18 Cont. 151 Nih Ilea virginica'Little Henry Dwarf Virginia Sweetspire D 3' 18 Cont. 60 M sd Kaimia latifolia'Snowdrifr SnowdrifWuntain Laurel E 6' 24 Container Grown 22 49 KLof Kalmia latifolia 'Olympic Fire' Olympic Fire Mountain Laurel E 3' 18 Container Grown 13 40 MC Myricacerifera'Fairls)e Compact SouthernWaxmyrtle E 3' 18 14 PAn Prunus angustifolia Chickasaw Plum D 3' 18 11 RAI Rhododendronatlanticurn'ChoptankHybrids' HyrbidCoastAzalea D 3' 18 Notwild-collected 19 RCal Rhododendron calenduiaceum Flame Azalea D 3' 18 Notwild-collected 3 60 RCat Rhododendron catawbiens e 'Alba' Catawba Rhododendron E 6' 24 Full 8 RMax Rhododendron maAmum Rosebay E 6' 24 Full 11 RPer Rhododendron pericylmenoides Pinxterbloom Azalea D 3' 18 Not wild -collected 27 RPrin Rhododendron prinophyllum (R. roseum) Roseshel/Azalea, PledmontAzalt D 3' 18 Notwild-collected 74 RVIs Rhododendronviscosum Swamp Azalea D 6' 24 Notwild-collected 5 RAro Rhus aromatica Fragrant Sumac D 3' 18 Cont. 34 RAgt Rhus aromatica'Grow Low' Low Grow Fragrant Sumac D 3' 18 Cant 6 RT Rhus typhina Staghom Sumac D 6' 24 Cont. 7 RS Rosa setigera Prairie Rose D 3' 18 55 RV1r Rosa virginiana Virginia Rose D 3' 18 Cont. 100 SA Sassafras albidum Sassafras D 6' 24 Container 15 VN Viburnum nudum 'Winterthur' Winterthur Witherod Viburnum D 3' 18 Provide alternate cutivar at 1:5 ratio 4 VP Vibumum prunifolium Black Haw D 6' 24 REFORESTATION - (whips) To be laid out by L.A. Overstory/Canopy Species 50 Acer saccharum Sugar Maple D 10' whip 501 Liquidambarstyraciflua Sweet -Gum D 10' whip 50 Liriodendron tul[pifera Tul/ptree D 10' whip 50 Pinus echinata Short -Leaf Pine E 10' whip 50 Pinus strobus White Pine E 10' whip 50 Quarcus alba White Oak D 10' whip 5o Quercus prinus (Q. montane) Chesnut Oak D 10' whip Understory/Shrub 501 Juniperus virginiana Virginia Cedar E 10' whip 50 Sassafras albidum Sassafras D 10' whip 50 Mbumumaoerifoilum MapleLeaf Vibumum D 10' whip B10FILTRATION AREA (IN CAL.) Woody 3 Acer rubrum Red Maple D 20' 1 4 Quercus bicolor Swamp White Oak D 20' 1 Herbaceous Reclaim Damp MAure (Lofts/Pennington Seed,) Composed of SEED Rate: 200 lbs/acre 45°% Tall Fesque 25°% Poe Trivielis 10°% Fine -Textured Perennial Rye 10°%SaltyAikatigrass 5% Red Top Acceptable seeding season: March 15 -June 1; August 15 -Oct. 15 Consult L.A. for special measures if seeding is req'd at other times. Provide heavy straw mulch & EC -2 5% Reed Canarygrass Erosion Control Matting per Albemarle Co. Design Manual GROUNDCOVERSIPERENNIALS note: perennials in Courtyard TBD 675 AUu Arctostaphylos uw-ursi Bearberry E 18" 1 qt Cont. 473 Fern FERNS Dennstaedtia punctilobula Hay -scented fern H 18" 1 qt Cont. Dryopteris marginalis Marginal Shield Fern H 18" 1 qt Cont. Wtteuccla struthlopteds Ostrich Fem H 18" 1 qt Cont. Onodea sensibills Sensitive fern H 18" 1 qt Cont. Polystichum acrostichoides Christmas Fern E 18" 1 qt Cont. 1200 Per PERENNIALS Arnsonia hubrechtii Biuestar H 18" 1 qt Cont. Asarum canadense Wrid Ginger H 18" 1 qt Cont. Aster lateriflorus Calico Aster H 18" 1 qt Cont. Cimicifuga racemose Snakeroot, Bugbane H 18" 1 qt Cont. Geranium maculatum Wild Geranium H 18" 1 qt Cont. iris cristata Crested his E 18" 1 qt Cont. Mertensla virginica Virginia bluebells H 18" 1 qt Cont. Pachysandra procumbens Allegheny Pachysandra H 18" 1 qt Cont Phloxd[vadcata Sweet Willem Phlox H 18" 1 qt Cont. Tiarefla cordfolia Foamflowe3r E 18" 1 qt Cont 694 VAng Vaccinium angustifolium'Burgundy Burgundy Lowb ush Blueberry D 18" 1 gat Cont 30 VC Vaccinium crassifollurn "lls Delight Wells Delight Creeping Blueberry E 18" 1 gal Cont. 81 XS Xanthorhiza simplicissima Yellowroot D 18" 1 gal Cont. GREENROOF PLAN1rING 60% Hard Fesque SEED Rate; TBD 20°% Little Sluestem SEED Season: TBD WET MEADOW Prairie Moon Nursery (1-86 17-8156) Short Sedge Meadow for Wet & Wet Miesic SEED Rate: 6.34 lbs/acre Mix Includes approx. 54% Forbes & 460% grasses, Including: Example forbes:Swamp Milkweed, Swamp Marigold, Southern Blue Flag, Prairie Blazing Star, Wild Sweet William, Bale -eyed Susan, Golden Alexanders, other. Example grasses: Fringed Brome; Carex sp., Virginia Wild Rye, other. Ideal seeding season: Dec.1-Jan 15 Acceptable seeding season: Dec.1- tinay 15 Consult LA for special measures if MEADOW (all disturbed areas not otherwise covered) Reclaim Native Rough R+ ix(Lofts/Pennington Seed,) Composed of: SEED Rate: 100 lbs/acre 60°% Hard Fesque 20°% Little Bluestein 10°%Chewings Fescue 10% Blue Fesque Acceptable seeding season: March 15 -June 1; August 15 -Oct. 15 Consult L.Afor special measures if seeding is req'd at other times NOTES: 1) All sizes listed are minimum acceptable sizes. 2) "REGI D QTY" Indicates quantities required to meet County standards. "ADDT'L QTY" indicates optional additional planting quantifies Owner intends to install above; and beyond the quantities required by County codes. 3) All plant materials and their installation shall conform to the most recent standards ofthe American Association of Nurserymen or more stringent requirements as set out in the project manual. 4) Provide strawlcoir based geotextile with minimum functional longevityof 12 months for all dsturbed slopes that are greater than 1:2.5. 5) See planting plan for tree spacing/layout. QTY KEY BOTANICAL NAME - COMMON NAME� jCAL.SIZE ZEST. HT. @ 1GROWTH —`TOTAL HT jRATIO OF TOTAL CANOPY lTOTAL � i (In. cal.) i PLANTING j OVER 10 YR 1 IN 10 YR 1 W IDTH:HT ! WIDTH IN 1 @ 10 YR !CANOPY j 3 LT -I Liriodendrontulipifera Tuliptree 1.5 1 i 12i� 251 I 37{+ 0.60 10 YRS —22.21 i@ 10 YR 3871^ 1,161 4 QA -i Quercus alba White Oak 1.5 1C1 12_ _ 221--_ t}.8t)� 32 0.70: _ 17 8u 22.4 243)- 9731 3941 3841 1 QC -11 Quercus coccinea Scarlet Oak 2 ----- 12 20` 1 QM -I Quercus prinus (Q. montane) Chesnut IOak Chesnut Oak 1.5 2 -M - 101 m- Ili 10I Ili 20 0.?0 221 0.70 14 15.41 154 1541 1 QM -11 Quercus prinus (Q. montana) _ _ 24�4,2241,. `186 _ _1861 3QR 11 Quercus rubra (Q. borealis) Northern Reed Oak 2 121 20� 321 0,?5 4521 1,3561 -_ - F V Monticello Visitor and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 Sea !` ED MUN M. s AlV E R G 0 WIV4;e, 000340 Number I Date Revision �Subrnit c`f.l Type Reviewed and Approved by the Community Development Department Date �'Jr I Filed KEY PLAN FINAL SITE PLAN QC COPYRIGHT AYERS/SAINT/GROSS 2006 1040 Huff St., Suite 100 8001 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 011antifngr Plan East Project Number Date 20353.04,MVLA 4102 04/03/06 Drawn By Scale KB, BWC AS NOTED rave/Ing No. L-3 r NTINq; SEE PLA N - WEST MATCHLINE- F 9 r 77 r-91" F97 HV R s a Fma Fer V PLANT), N EAST --SEE 595 k� N_ -n F,1T1 w, 5 K Pri SA I 7_7 17 LT. 585 + + AR -11 A 580 T 9 7 '[Klofl Q-Aj��� L. "16 + /+ .. ........ . ... _y_ + 35- 1 �0 F5 I P. Q , I,." � KLo Lo rc *R FT4 + A 0/1 Q I 4Z72 ...... KL; M141 F16 'Y FT71 + rPAd \+ \+ FRICAN AMERICAW. "4 V F27 _N'D IKLofl [Al G' 0 5 K K u P f JV :3 + 4 NOTES: 5 1) ALL TEES & PLANTS TO BE LAID OUT IN FIELD BY LANDSCAPE ARCHITECT. 'r RMI C 21 SEE L-3 FOR PLANT SCHEDULE & CALCULATIONS. + 4� 3) SOME PLANTING TO OCCUR BEYOND LIMITS OF DISTURBANCE, - - --- ----- ------- + T. 60C 4 . I I I . I I 4-t + + + + + + L 0 ......... + + + + 90 JV_I *V + + -AA \1 t RAr REFORESTATION ARE 595 MEADOW/NATIVE"ROUGH,, + GRASS MIX,,, WPICAL FOR ALL . ... ..... .. . . .. . ....... + DISTURBED AREAS U14LESS OTHERWISE NOT + EU -:77 R E I '41 + + '41 + 14, ---------- .......... + + + I C4 + tA + + .............. + + + + + + + + + .......... + + + + + + r + + ------ + ... - .-, -+. + + + + + + ............. + -4� 4- 4, ....... . . ... ................... + T + + + CONC, , + + + + + - - - -- +� , + + + + r�L MW P/ TING;- + —7� + . rp + + + --TREES PLA ED"20 PER RLE CO ALBE AMP MIX D WITH� r( 0 + + 777 DESIGN/ SIUAL + + �v TIO 3, T BIOFILTEkOP + N DEI N7 NK- MP MIX OSION �E�R I SEED, ITH EC 2 2 61 CKADE- NCE- - WN PL MA 4� SCREE N G , 0 AA1 WO Y SP�t S 3 SIDE— EXt WHERE\ N S ARK IIUK t$A t ROUILH DIS RBE0 ATIV 1* Mq 14-NAVL, G SSFA1 If" EROSION ONTROL MATTING 'M ED - 9S) (001W Spid U_ U -­HARDW.UIP*"", r% *PS -11. MIJ J% F N I —67 PAd RPA6 F 0 REST C_ + + + - - - - - - 0 PROJECT SITE WEST, INCLUDING NEW PARKING TRAYS AND BIOFILTRATION AREA SCALEi AS NOTED M F F A Monticello Visitor and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER V ngineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 Seal SALTi# EDWIN, M. ii� VERGA" 000390 �,��4NDSCAK Revisio Submittal Type Reviewed and Approved by the Community Develripme, ,'Department Date___t-7,/ KEY PLAN FINAL SITE PLAN ARCHITECTS + PLANNERS C COPYRIGHT AYERS/SAINT/GROSS 2006 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410,347.8500 202.628,1033 Planting Plan West Project Number Date 20353.04,MVLA 4102 04/03/06 Drawn By Scale KB, BWC 1 11=201-011 Drowing IN o. L-4 5 a 5 NOTES: I I ALL LANDSCAPE LIGHTING FIXTURES BELOW 3000 LUMEN OUTPUT. 2) TREE MOUTHED LIGHT LOCATIONS APPROXIMATE. PRECISE LOCATIONS TO BE DETERMINED FROM FIELD MOCK-UP. 3) EXISTING TREE CANOPY SIZE NOT SHOWN TO SCALE. SYMBOL LEGEND ® FIXTURE Ll - FOUNTAIN UPLIGHT FIXTURE iL2 - STEP LIGHT FIXTURE IL3 - PATH LIGHT, APPROX. 30" HT, AIMED AT 60-75 ° FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, LOW (8-10' HT) FIXTURE L4 - TREE MOUNTED LIGHT, 300 ANGLE, MEDIUM (15-20' HT) FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, HIGH (30'+ HT) IV FIXTURE L5 -ORNAMENTAL TREE UPLIGHT i ,Landscape Lightil7g LightingScheddle Monticello Visitor's Center � �?—� I_ r j. \ i i Key Qty Fixture De�cc./Name Manufacturer . Manuf. # Finish Lamp Elec. Regmnts-- ' Mauntingy�� �~ 1 Spacing Corr�ments L1 3 Fountain light Roman RFL -100-E Cast 100 Watt Low Voltage Mounted at bottom of see plan Free standing adjustable Fountains Bronze submersible fountain submersible light wl integral rock guard L2 8 Wali mounted canister step Hunza SLLU-COP-Canss Copper 20W MR 16 Low voltage - remote Mounted in fieldstone walls see plan light GU5.3 1ransfbrmers flanking stairs Step Light Louvre Mounting ht. L3 27 Adjustable downlight on riser B -K Lighting SF -2 -BZW -10-11 A- Bronze, 20W MR 16 Low voltage - remote Height of individual risers see plan Lamp type 2 specified (60 stem XX -C r _ to be determined based on degree flood if avail). Staff Star Style 'C' o finish placement and surrounding . plantings. Ht of riser to range from 12"(mink) - 36" (max) L4 40 Tree mounted downlights B -K Lighting LS -9 -BZW -8-10-11 Bronze, 50W(max) Low voltage - remote, Tree Mount, Vista see plan Downlight including Lite Star wrinkle MR 16 in -ground transformers Professional Outdoor shroud finish (halogen) Lighting, model: TM -150 L5 8 Courtyard Uplights 'B -K Lighting LS -9 -B7 -W-7-10-11 Bronze, 5OW(max) Low voltage - remote, Flexible Tree Mount accent Courtyard, select trees Lite Star wrinkle MR 16 in -ground transformers per dwgs finish (halogen) / i i = -------------------- SYMBOL LEGEND ® FIXTURE Ll - FOUNTAIN UPLIGHT FIXTURE iL2 - STEP LIGHT FIXTURE IL3 - PATH LIGHT, APPROX. 30" HT, AIMED AT 60-75 ° FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, LOW (8-10' HT) FIXTURE L4 - TREE MOUNTED LIGHT, 300 ANGLE, MEDIUM (15-20' HT) FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, HIGH (30'+ HT) IV FIXTURE L5 -ORNAMENTAL TREE UPLIGHT i ,Landscape Lightil7g LightingScheddle Monticello Visitor's Center � �?—� I_ r j. \ i i SYMBOL LEGEND ® FIXTURE Ll - FOUNTAIN UPLIGHT FIXTURE iL2 - STEP LIGHT FIXTURE IL3 - PATH LIGHT, APPROX. 30" HT, AIMED AT 60-75 ° FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, LOW (8-10' HT) FIXTURE L4 - TREE MOUNTED LIGHT, 300 ANGLE, MEDIUM (15-20' HT) FIXTURE L4 -TREE MOUNTED LIGHT, 30° ANGLE, HIGH (30'+ HT) IV FIXTURE L5 -ORNAMENTAL TREE UPLIGHT i ,Landscape Lightil7g LightingScheddle Monticello Visitor's Center � �?—� I_ _ _.. Key Qty Fixture De�cc./Name Manufacturer . Manuf. # Finish Lamp Elec. Regmnts-- ' Mauntingy�� �~ 1 Spacing Corr�ments L1 3 Fountain light Roman RFL -100-E Cast 100 Watt Low Voltage Mounted at bottom of see plan Free standing adjustable Fountains Bronze submersible fountain submersible light wl integral rock guard L2 8 Wali mounted canister step Hunza SLLU-COP-Canss Copper 20W MR 16 Low voltage - remote Mounted in fieldstone walls see plan light GU5.3 1ransfbrmers flanking stairs Step Light Louvre Mounting ht. L3 27 Adjustable downlight on riser B -K Lighting SF -2 -BZW -10-11 A- Bronze, 20W MR 16 Low voltage - remote Height of individual risers see plan Lamp type 2 specified (60 stem XX -C wrinkle transformers to be determined based on degree flood if avail). Staff Star Style 'C' finish placement and surrounding plantings. Ht of riser to range from 12"(mink) - 36" (max) L4 40 Tree mounted downlights B -K Lighting LS -9 -BZW -8-10-11 Bronze, 50W(max) Low voltage - remote, Tree Mount, Vista see plan Downlight including Lite Star wrinkle MR 16 in -ground transformers Professional Outdoor shroud finish (halogen) Lighting, model: TM -150 L5 8 Courtyard Uplights 'B -K Lighting LS -9 -B7 -W-7-10-11 Bronze, 5OW(max) Low voltage - remote, Flexible Tree Mount accent Courtyard, select trees Lite Star wrinkle MR 16 in -ground transformers per dwgs finish (halogen) tv{ K J H h F F Monticello Visitor and Smith History Center Thomas Jefferson Foundation, Inc. P.O.Box 316 Charlottesville, VA 22902 LANDSCAPE ARCHITECT Michael Vergason Landscape Architect 1102 King St., 2nd Floor Alexandria, VA 22314 703-836-5557 703-836-5505 CIVIL ENGINEER Rummel, Klepper & Kahl, LLP Consulting Engineers 81 Mosher Street Baltimore, MD 21217-4250 410-728-2900 410-728-2834 STRUCTURAL ENGINEER CVM Engineers, Inc. 85 Old Eagle School Road Wayne, PA 19087 610-989-3800 610-989-3677 MEP ENGINEER Mueller Associates, Inc. 1401 South Edgewood Street Baltimore, MD 21227 410-646-4500 410-646-4738 Seal AKLT EDWIN M. "0' 390 4 3CAFi- � Number Date Revision Subrrrtlal Type Reviewed and Approved by the Dommun t,, Develoorrient Department Date Pile# 'ons-_ KEY PLAN ARCHITECTS + PLANNERS Q COPYRIGHT AYERS/SAINT/GROSS 2006 1040 Hull St., Suite 100 800 1 Street NW, 6th Floor Baltimore, Maryland 21230 Washington DC 20001 410.347.8500 202.628.1033 Landscape Lighting Flan Project Number Dote 20353.04,MVLA 4102 04/03/06 Drawn By Scale KB, BWC 1 11 =20'-0" rawing N o. L-5