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HomeMy WebLinkAboutSDP201400032 Letter of Revision Letter of Revision 3 2015-08-19~! l All �'IRGSD}L� COUNTY OF ALBEMARLE Department of Community Development 401 McIntire Road, North Wing Charlottesville, Virginia 22902 -4596 Phone (434) 296 -5832 August 19, 2015 Wendy Fisher 305 Rolkin Road Charlottesville, VA 22902 wfisher @mountaintopmontessori.org RE: LOR #3 for SDP201400032 Montessori Community School — Minor Tax Map /Parcel # 07800- 00- 00 -012AO Dear Ms. Fisher, Fax (434) 972 -4126 This letter is to approve as a letter of revision the removal of fencing around the southesast portion of the property as shown on the submitted plan sheets. This is the third Letter of Revision for this site plan. Please note that a total of three Letters of Revision are allowed before all changes to the site plan are required to be submitted in the form of a new site plan amendment. If you have any questions please feel free to contact me. Sincerely, &4 W-�t� Rachel Falkenstein Senior Planner (434)296 -5832 Ext 3272 I J I I I J I J I J r I J J J J J J r r J J J I J J I JI i I J J J J I If I I J J / J J I J J I J J I I / I .— _ - -__ -i --- .X - - - -- -- OHE --= — OHE--- OHE--- OHE - - -OHE —X— — —X— — — —X— —X- 0 —OHE- - -OHEe ONE--- OHE - -�— — — HE - -DH — p x ' 0 Legend s / S , a • '� ;• ,F• 1 —X— - r• ,r I ' ' O) • ' 17�- -_J Q) Plant Le M 111 I( • %: XF J r OHF* � - -OHE--,- 10' OVERHEAD ELECTRIC - 404# EASEMENT (POLE AND LINE --.r.'i--.--r---��-- �.�- r000, HEIGHT VARIES) C 'r /�/IrIO/UD 1901929 1197, 2,50/ scale : 1" = 20' contour interval . 2' VARIABLE VVIDTH R /VV 0 20 40 80 CONCRETE PAVI14G PROPOSED FENCE PHASE i LIMITS OF CONSTRUCTION EXISTING TREE; EXISTING SHRUB LINE EXISTING TREE LINE ASPHALT PAVING WALL MOUNTED BUILDING ENTRY LIGHTS; SEE B /08 ATTACHED CUT SHEETS L,0�- Submittal Type Reviewed and Approved by the Commugity D�vglopment Department Approved by the opment Department McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434- 977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. ,p,I,TH pp LA 4ERMANTLE Scale: CHRISTOP Date: LICENSE No. 0406001716 9&I . APE ARC O � cn Cz � � Q � � Q O U U � � O o � � a © w Revisions: 1.2/27/08: FINAL ARB REVIEW 2.4/10/08: ARM COMMENTS 3.6/10/08 FINIAL SITE PLAN 4.9/29/08 FINIAL SITE PLAN COMMENTS 5.1/30/09 FINIAL SITE PLAN COMMENTS 6.4/10/09 FINIAL SITE PLAN COMMENTS 7.4/28/09 FINIAL SITE PLAN COMMENTS 8,03/31/14 MINOR NOR SITE AMENDMENTS 9.05/05/2014 MINOR ANMMT COMMENTS 10.05/19/2014 WPO COMMENTS 11.05/29/2014! ARB COMMENTS 12.06/03/2014 WPO COMMENTS 13.06/23/2014 ARB COMMENTS 14.09/19/2014 SWPPP SUBMITTAL 15.09) /2 14 LOR COMMENTS b. ,,11115- 1;9*0- Sheet No.: 11 �Il Of. 17 Scale: 1" = 20' Date: 10/09/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: 11 �Il Of. 17 I Storm Sewer Structure Schedule (STS-A, EX-C!/B)`• � `' ' ' � � � � � ~ � �° \ � � � . J 7 LINE/ i STRUCTURE INVERT I INVERT j 1 FLOW CAPACITY I Q10 DESIGN wN '- Q10 VELOCITY I ID n.pE TOP ELEV IN OUT ! PIPE DESCRIPTION (CFS) FLOW (CFS) (FPS) ; NOTES PROFILE SH. I -,..., ..- ,.- ,..... �.ww- ...,,.,..e,.,........m..,. - w.- v..v,,,., , ,.:., -, .,, ,,..,,,._,,.,_.,.;...;., _.......,. ,.. ., ...........................,. I _ ........... ................:.:v.,.,..:.,,. R .....a. „i..._m.,.m,.... D INLET 121.00 119.00 118.90 i I r'�/ UB \ \ \ Al 15 DIA A S -' - - _.19.0-'-------- -- ---' 67 ® / / STS -A _- ... j 27.1 LF 6" DIA PWC @14.43 °l0... 2.72 ...,.... 1.46.,,.,, . ,.v 1,1.x9..,.,,,,., ., . ; 6" PVC ROOF DRAIN TIES TO 3 .� � ` \ �. \\ � � _ � - 50.30' - 69 °3 ' .• ,.,.. A......................,...... s ........................-..... �,,....,.......,...,.,,,,.,.:........,..,...,....,.......,,,.,....:. o.,......,...,,,.,...,.,.•...........,•,........ �..:.., �.:..,....,.,... �..,, ,.•,.,,......,......,,...,,,.,. ; .,.,,..w... �` . :..,...,.,.:..,,. :.....� � � , ...�...:......., D I ,.. ...., ' : �.;.._ . ,�_i ,� �'�s f -vss, � � �, °�.� 31646 � `\ � ) R 0 " S INLET 111.25 -- 107.57 _.._....___.. _.__-_.------------------._--------___._----_--__,._.......------ ...------- ..._.._.._...._ ..__.._..._.._--.-----._._-----._.---__ __--------- _..-------- _.- - - - -_. ___THIS LINE. DISCH TO RG -1 S/ \ \ /� \ \ ° \\ E _ _ B3 24 _DIA AD - - - - - -- ,.. _. _ a �, S \ 8 7.95 - 72.5 0 I _... _ _. -_ - -- 37.4 LF 12" DIA CMP 8.42 0.35 1 1.8 ! °� \ \ ' Q °° " - - - • STS-B "...---... LET 109,25 107.50 105.25 .73 %0 (EXGSTING} „ j 6" LINE IS FROM PERMEABLE! �« ✓ \ `4 > , ,_. ° - i - - _ . ,`.' = = , , B4 - - -�..._ 15 DIA ADS INLET _. .._..__ - _ _.._.._.. - - -- - -- - .... - - - -- - _._..__...._..��._... _......._- - -- - - -- --- - - - - -- - - - -_. - -- -- - - -- -- --- - - - - -- -- -- - -' - -- - --- - -_... .� ,.- � -,,, _� ,,, � - _ .� 1 •.,, ` �� �'�, �- _ : ?, _ =; ; f _ .. _ . _ _ - - , � n : n 0 t , f VJ °a. 1 6 HDPE 8 HDPE 846 LF 8 HDPE @ 279/0 - _._ -.- 2.58 0.99 ; �fi.7 V RDRAI ---,- ° I j 4' DIA PRECAST 110.1 102.38 - 101.86 - -� -- -- i - - - - - - -- - -- - -- ----------- - - -. -. _ .._....... -- - - _..- - ....._.._....... \ -, - -- - - -- _- - - -- _ - - - -' -- -- - - - -- t - - -- - ----------------- \`� MANHOLE 12- CMP _ .- ..._....- - -- - - ----- ..__.._ - .... - - - -- -- - - - - -- ._. --- _ .. . ................. ..........__ ... __........ _...._.......... / -- " , / ° ° 10302 F 1 ..... .__ 8 42 1.34 6.8 \\ CHR,R Y� 124.8 L 2 DIA CMP ? , 110.1 8" D { 13.73% EXISTING _...- - \ / • i I - ' -85.15 85.08 .I._. _...._ 1 X. URB INLET 90 0 ........ ............. ..............................._....,.,.,,.,,_.. w. W.. �.._....,._...............,..............................,...... v.....,.........,.__......,...,...,........ s......,.............. V......_-_. w_......,.,... �............,.......... ........,.-�.......�........... , ..�.,...,.,..,..,,.......,..... \ °e,. ��� 7 Sanita Sewer Structure Schedule SS -A / j ." MAPLE _ - -- �R \\ _ w...........__..._........_..... _..........- ..............._v w v .... _.. . .........__......_.,...._ :..,_, 0r° £ LINE/ ID STRUCTURE INVERT INVERT Y , ' 1 r' ° ' T PROFILE H. 1 TYPE TOP ELEV IN OUT PIPE DESCRIPTION .'�JJ I 1 j + \ /�O S,y j + ` \ \ 8 \I ` . \s ,. °° s�\ \ t 11 1 ; Q / / u� y?�, O S s \ Mx4 s , - EAST 87.50 85.09 85.00 s \Tq LIN MH EX1; 4 DIA PR C _ __ l._. (EXISTING) _ . _._.- _......._------ - -.... __._......__ _..- .1_....._32.4 LF 8 DIA PV/C @ 18.52 /0 _ \� / `-• \ 11 ; �� �` i SS -A - \ _ -Al ; 6" DIA _96.00._._..._ _ ._91,10 -- 91.10_.._... - - - - -- -- - -- - + I CLEANOUT b6.00­_^_^ _ ..... .....: .. ..-- - - - - -- _ -- __ -- 90.4 _LF 8 -QIA PVC . @.2.00% -- `�,qT j�� +\ j - .._ t «. -- -- -._.._ 6 DIA.._ ..-- - - - - -- 93.00 93.00 - _} / I \ \ \\ ' CLEANOUT 142.6 LF 8 DIA PVC 14.03% \ / �� \ • \ \ \ \ \ \ 11 + + \ 6 �XW t .�• s Q (FROM EXISTING CLEMOUT \ \ B dp \ - 1\ o 8 "SYCAMORE ,' -``' �' 1 \\ \ j�o _ + + \\ r/ � \ S�RUCE \ \\ •�\ \ y�', \\ \\ \\ �i \ tt tt It .'J' �° Grading and Utility Notes + . ' s� \ + \ \ \ / \ \ 4 'MA PL • °. ♦ \ \ \ ; \ \ t t ::,vs}, J° jj �J _ -- -- - - -- - -- j-'- \\ 6' BOX OOD \ ' \ \ \..� :.�." t �,w ', �•, 4. 1. ALL SITE GRADING AND DRAINAGE CONTROLS SHOULD OCCUR WITHIN THE CONSTRUCTION CYPRESS •' :._" ° 12 "CYPRESS _ - - _ _ _ r �\ \ \ �, \, \ V ` \ ; -,_ ♦ \ \ \, \ \ ; <''``, ♦ °. LIMITS INDICATED ON THE E &S PLAN. �/ ,.� ,� r, f - _ t�, + \ \ �. -- \ \ \, >;; :' \ ♦, e 'RIB +MASSING f ,' + + + + + + °; �P \ _ \� �` \ �. �' �`° 6' BOX �VOOD. \c, '.; ♦ \\ \\ \ \ 's t\ ..; _ 2. SWALES OR CHANNELS SHALL BE PLANTED WITH ANNUAL RYE GRASS C_ ! 1 > j "' \ `a° ♦ e ' <'' t 1 d... -g"" ,�,L.r..n.J...�.�w..✓ .,1.,..1,_.x... �"l� -. ° ° vy� . ,., ♦ \ •� \ \ '8 .,<'� .•. ®; TO STABILIZE AND CONTROL SOIL EROSION; ASPHALT AND OTHER IMPERVIOUS MATERIALS �. / ���s wv,�.l \ ,.� -• 4v \ • \ \ \ �, ;'y' \ i FOR SWALES OR CHANNELS WILL NOT BE PERMITTED. , 1 *tee I! : , ° I a,. --' j \ \ \\ \ ;.. ♦ \\ \ ` "/ t ®ro I ��� .�• j' ,' ° .� u��t� \ lPE \ / 15TH LE \ \ \\ �� v� ; \\ \ \t \ 1'•` I ! t I i r; 3. INSTALL ALL YARD INLETS IN ACCORDANCE WITH ALL MANUFACTURERS' RECOMMENDATIONS. °' \,.....° I� J o ��'" "I + + \ . \ �u \ N \ _° =A ; \ O \\ �I i I I d STOP SIGN 4. CONTRACTOR TO COORDINATE UTILITY LOCATIONS WITH ARCHITECT (i.e. CABLE, TV, GAS, / \, w + q + O d \ \R', I \ \ c� \ \ I r;;, <;'j ' i I I ► S �; ELECTRIC). t t I \ - 1 \ \fin ; \ / y id ,, ,,, r 3 11 STOP SIGN \ '• .A ` I ! / ! ! ! �` 0 5. ALL UTILITIES MOUNTED ON BUILDING TO BE LOCATED AT MINIMUM HEIGHTS II 1 ! / + ' + ` \ 'r ° \ �` -. , _ r� R ALLOWED BY SERVICE PROVIDERS. ALL MOUNTED UTILITIES SHALL BE PAINTED TO MATCH ! I 1 1 ~ '., CYPRESS s \ \ I.,,,. J / / ,I • , BUILDINGS. CONTRACTOR TO COORDINATE PAINT COLOR WITH ARCHITECT AND PAINTER > 4 I 24 HOL L I I ( I , ° " Y PRIOR TO INSTALLATION. 1 1 I i a. 6. ALL UTILITY PEDESTALS NOT MOUNTED TO THE BUILDING SHALL BE PAINTED TO MATCH ELECTRIC TRANSFORMERS. CONTRACTOR TO ENSURE REFLECTIVE ID MARKERS /CODING ARE NOT PAINTED. .9 �' OL L 7. TRANSFORMER PADS TO BE SUPPLIED AND INSTALLED BY SERVICE PROVIDER. I j ( \ Q Q.� O 8. ALL ELECTRICAL CONDUIT SHALL BE PROVIDED BY SERVICE PROVIDER. SERVICE PROVIDER o I j t \ ..�� ,' t /! ��`6 SHALL PROVIDE PULL WIRES TO CONTRACTOR. CONTRACTOR SHALL TURN UP AND CAP ALL 1 1 12' BOXWOOD! ° ~' l CONDUITS. I I I / P� ~� 7- y, O - RA SAN ED BY SERVICE PROVIDER. GAS METERS SHALL NOT BE CUD / 9. GAS SERVICE TO BE INSTALL LOCATED DIRECTLY UNDER ANY WINDOWS (IF ANY). 1 I 12 d BOXWOOD # ° ! O / w U) ;� ! 10. CONTRACTOR TO COORDINATE UTILITIES WITH LANDSCAPE AND LIGHTING PLAN PRIOR I 1 / 32" ASH II RAPEt \ TO INSTALLATION. o f \ ,� 1 I / / 11. ANY ADDITIONAL CUTNILL SHALL BE STOCKPILED ON SITE. CONTACT OWNER/ARCHITECT/ I I 12' I BOX WOOD %' ° / l ENGINEER FOR BEST LOCATION. I l I +I / / 1 J / 18'BOXWOOD /� -`e\ / + / r/ I L 0 C A I o � � / ' -y- Y Q \ I C YPRR- tSS�EX- V + - 105. i5' � -�'' �- \ r--- �--- � - - - -- � -��- ---- ' - - - - -- tom;- � -L - - -- -4-;t- �;," I i t I I / o • L _ 194-97- \ e v4 I .: r.s SIGN 'C \ r si^ ., 4.'•i ",: •'r. :2r. ":a,'. _ s.i;; ' :i."`;�'' ,; ,��. .).w'o:. 114.36. v i � / V 111.59 \ 1 /�� V v ,,�f � , „• ,. :,a> ! I /l I1 0 / 1 1 / 'p i T O ! � - L . \ \�. :�;: 1J 1 i I 1 1 1! 7 14" ENGLISH WALNUT O W I \ \ 'i :;,; I t I l l l ! \ 1 +114.68 11 .69 LF '12" • - - -�- - =owl 113.73% 1 \ \ \ I X,STINOI / / 1J // / // MYRTLE\ /I l 1 A l !! /' 87 ®� + 122.21 \ 121.87 MH 122.28 / r -1- . 121.9 I I � ° � B2 \ ;, '/ / / �/ i / ! f •' 12 .91 12. WATER METER TO BE SIZED BY ALBEMARLE COUNTY SERVICE AUTHORITY. 1 I { t / % ,\ t i O I i` 1 112' BOXW�OD ; 1 0 ! t ` 36" ECA I i 1 � v/ // n \ 1 / J' i'' ;, 13. ROOF DOWNSPOUTS AND DRAINS TO BE MIN. 6" IN DIAMETER, UNLESS SPECIFIED OTHERWISE. I i + 24 " ASH !! \1 t i i i �' \ II \ I / \ ! ! J 1 \ 14. ROOF DRAIN PIPES LEADING TO CISTERN MUST MAINTAIN A MINIMUM OF 1% SLOPE. // It }I i I 1 \ f I // / 15. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. I { 12'OWOOD ° !l I t 171 /l\ ' lI \ JJ / 10041#23" / !/ tr / „R= 210.00 { I ► I _ 10 "BOXWOOD t / t i NEEE AWH 61gg5 I 0" INLET / \ ' / / • " I I I 24" AS / '-t \ Oi �I INRAE 18$ X24 "1 \\ �� E, HIV IN0 �s /'\ II /I ! Ill; l J J t' / /;aj r 19.65' I I I M , +12 5 -.} ai I ) I ► - � \ ,�! \ �/ � ,\�. i I LET \ 1 ' P `�` \ /'° 1 J �� f 1 �% ;.' L = 3 9.1 g ACSA WATER AND SEWER CONDITIONS I I 1 - o _ \ , 6X6 WYE, \ O.VERDIAIN R x / 8 „X�, ��o G OUNDC,0<P GPO�VNDCO V E /'C 2 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE I I I ; ® - 19. LF..6 DIA CONTRACTOR WILL BE RESPONSIBLE FOR + 1 I 1 10 BOXWOO r ( ~~ .. 35...PVC rd 21.08 AUTHORITY (ACSA) INSPECTORS. THE CO I I ! r '� ' ' �` , /IN _ ` I / I1 / \I I �` • "\ PROPER ACSA OFFICIALS AT THE START OF THE WORK. I 1 f , J ° - -�- - 1 ' - -' NOTIFYING THE 0 12 BOXWOOD \ - - - - -- - - -- - \ r'f \ ; , f 7 I I!\ J vi I \ -- - \ �. .. � ., , . � .. A,' 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED P I I I ( / t h ° + ,. t, • WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE - �� { J 1 r p\ 1 IN i t ,r / OTH� ! J ! l ! l x I • �` MH ONLY APPROXIMATE. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE I ! I J 1 ! r - \ \ Al I A ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 24" ASH t t �y J MPE4 / J i t -- - - - -- / 1 t I I l I l 1/ /• 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION . SHRUY 2' BO^fOOD t - - --r _ t4" NYLOPLAST T I / 1 l ! ! `, EWER CONSTRUCTION SPECIFICATIONS AS ' / 6 I I 0 _ \ 114.3 LF 6" DIA° SC I / t 1 11 /X % OF THE GENERAL WATER AND S „� MASSING 1 r 35 PVC laa 1.25 ADOPTED BY ACSA -' i 1 d JAPANESE EESE t / ! I / % ! \ l J ° I MAPLE � ! 6X6X4 WYE f `::' .l t � :- _� 1 � � • 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY I I J I ! r \ 4X6 INCREASED i I 1 !' !'; i / O I 11 / 1 �1 ' " EE�X1 TINGG 8�, / y I r TIE T� EJTING 1 5'+'.' I I I t i tl sl *� r D l '0 7 ; j SAPITAFiY SE1(VE SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY �J= (= � I 6" POP B�ILDING SERVICE! U? I I I t / J O 1 N�/ 1 `\ 5. THE CONTRACTOR , O 1 \ r \ I N 1 1 1 T� Y�O +� 111.75 i A r21 0 I I I !r J INL (1- 800 - 552 - 7001). - - - - - -- 1-- -� - - -� 24" ASH 1 o r ' \ f @ l I ! ! {' / �/ l / I l J LN #0A 1 7 6 !8" BLACKGUM r `� \ ! J I `1 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE (3) FEET OF / I v FF 122.0® t l J , I/ I r =• COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE I ' 1 8 J !� 1 / J I I 1 / l: • '' PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS, AND WATER �. I I i / ° 8" PO AR 1 (UPPER FLttR) ! ! / I l I (r °� rl J I 1 !'`i •° r I / r~ 1 M LINES, ETC. �, I f r 1 F�E 112.00 / I Q 1 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF i / J (LOWER L R) P // / i I / / Il 1 • ROADSIDE DITCHES / /1 pr T I E TIN u �+ ! / ! 1.75 � RUB MASSING T 8. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE / M \ BUILD! RICE -' ! I I l r .,t..� RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 1 -- -- _.�_ _' �• " °° °� / I� • ('Y ^S,1U". >.ti.'sv :sti ��..e.5 :; uar.: anan .sa��::;,aYC� : :,sz;,+::, : >••• m!.:<- mom.uc: :.aaar,>tis :a^o.;;:x..,.,. ..,....,.,,..._..... r.7.�° :;zixan;•,cxaao:e ±::a xis:;¢ vmaraDra�saa»:>:> a:; wn..!: xa. rnaa :a�ers?P�in.*:.ms�n ::a•1�"`.•: 2 5 9 / Q J '� 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT \\ �\ -°®° // / / C �N Cq T / XI T / I ! Il l l J r THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO \ 12 BOXWOOD 6� O + ,� - "" •' *. �' / ; / /, M ITH A SA E U t S r "1 ! I I CO 1 1 1 / ;r ; REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE �, Iy1 `� „„. �° �- / / // / J I I 1 i 1 I I' ,r ; BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). \ \ 1 / / / / I 6" IP/ ELI / it ! a ' I 1 1 ! �r r ,• \ HOLLY 7 / / / / N1 . 11. RPZ MUST BE LOCATED AT LEAST 12" ABOVE GROUND. ! + �/ / / M �° / / / SHRUB ,� � . �' k / i CRESS -\ MASSIN / / C AN �� Sri. ' O / IC /ERl ! I ,� r V" PINE L�mrr .w.mctaca�,umttmeiurce.,x�i�rm .,r•.trzen»�tonmt+mwmmacu.cc x:. .,hwna.••cattt ear. HOrnr,. t¢« s;.. m:;: c; a¢n a:. xar.• xranrw,s•,ra¢�nssc °cxss•. =rs�ra r,^ar:xa::wwoe3. .L -Q�- / 1 1 f ri N1 - M - 1 , F RSYTfA° SHRUB MASS! r ° o '' YTHIA SHRUB ' o \ 5" MAPLE � _. �`� ��.� L�� 1 , L° 1 . `,��, ,�� ( / ® / / / t 1 ¢n ro / Go 1 _ ~ / I II �r..i.�..A -r ° �. 8X&X6 WYE / / ME ER 1 I I 6" TREE ~ \ \ - O + 55MAA�, 5_'MAP,LFXTTING SANI�ARY,� 142.6 LF $ "/ S�R 35� VC r� 14.03 i 1 1 1 •, ---- - ----- PHASE 1 LIMITS OF CONSTRUCTION MAPLE SSEWER LATERAL ��0.S C.O_ - CY SS \ MAPLE : ° C Y�H ° F' A E�G1 IG _ ROLL _ HO / r __ �+'"�f // 1 I 1 1 PROPOSED SRAL ARY \\ \\ __��\ _- _- - - ._____ -_ WT `RN _ -' �°� _ .X' - �X -' // // I 1 ! I I I/ 1 1l y ; ��; SEVitER ATE , gHz� _ -�i`HE =� - OHE - - - OHE - J \ / Ur , - ® ♦ , I I / 1 1 i 1 v/ ..... - - OHE,,: OfTE. -.. ' f E ® ♦ HE I I 1 I J • �II, '' _.__----- ____ -- ._______-_ PHASE 1 LIMITS OF 2A.1 a CONS TR CTION - �'r!!M. ••,'•� -•• 1 'P 0 LEj � G, - •" 000 ! `. -1 41 Al 0445 Al- , y,,�,� !�',S,+.�• ' // ,, /'� ate`"• 189),!' I ; (':` scale 1" = 20' contour interval 2' PE 4 - &T 73 j ! o 0 20 40 80 McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434-977-1194 www.mckeecarson.com McKee Carson and Feld Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they to be assigned to any third party without first obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, Ltd. p,LTH OOL.ANTLE 0 U C STO E LICENSE No. 0406001716 9��sc �1��Gti - APE AR G _,or O PL-4 H H O O v CIZ CU 0 � V O PL-4 Revisions: 1.2/27/08: FNAL ARB REVIEW 2.4/10/08: ARB CONIIVIEN'IS 3.6/10/08 FINIAL SITE PLAN 4.9/29/08 FINIAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINIAL SITE PLAN COMMENTS 7.4/28/09 FINIAL SITE PLAN COMMENTS 8.03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 DMIINOR AMNDMT COMMENTS 10.05/19/2014: WPO COMMENTS 11.05/29/2014: ARB COMMENTS 12.06/03/2014: WPO COMMENTS 13.06/23/2014: ARB COMMENTS 14.09/19/2014 SWPPP SUBMITTAL 15.09/23/2014 LOR COMMENTS /G 191if/Ty' 4� >?__ Sheet No.: Of: 17 Scale: 1" = 20' Date: 10/09/14 Project No.: 0706 Designed: CM Checked: RBM Sheet No.: Of: 17 - -- , 'D• _,!'. /. /� f f'j % % //' 1-k �J / \ yr- % tl / / l' f' - • .p p .. p D ' e , 77 scale: I"= 10' Rain Garden Plants Legend ; Ascleptas incarnate /' /' y `, Swamp Milkweed P anicum virgat um 'Shenandoah' i Juncus effusu s Lobelia cardinal is 0 10 20 S henandoa h Switch grass Com mon Ru h Cardinal Flower co IX a s I f (% J a I I CD o \� 8 "S YCA MORE I A �?-O_YPRESS - 0 12 "C YPRES-c 'fie/ e� / 4 I / / I I 1 � � I 1 1 t 1 I I \\ I I I \ I I i I I I l J '-I I 12' BOXWOOD o 124 BOXWOOD :0 32" At. 1 j 12' I BOXWOOD o I I I I e I I I I � I 14 / 12' BOXWt OD / 0 24 " A,' 112' �OAWOOD O ► I I I / I I , 24" A I � I I 1 I /90 j 1� B�XWOOD I I I I t I i I 1 0 1 I ` � JUl'�/IPEf� / 1 24" l SHRU 2' BOXWWOD MA JNG / / I o 1 -- - -- `cl - -� 24" I I 1 I I ! I I 1 I I � / I \\ 12 BOXWOOD tN o \\ HOLL Y SHRUB >S \ MASSING ' PINE c 1 s i s I � s / r r r - I � I + 1 d I a ++ / , a•'F,k '!' 'e-rr - { % 'O \ :j5 "., :.tv. : tir^ ` '.�;'T': s`i'r {.!�.'3 ✓' ?, / ,\+ MAILBOX I e a. ^ r. e` r.,ajj. a r'� .s,,• - e A .. . 1 T I L �. r�. .r 1L S I AC ''tF r• :,Y �, v.G+ 6' a -a• � e 1 CCC +\ y 1 COM 5 KL t, 'STOP SIGN 1 DV I OA 1 AC r s 1 QC Albemarle Tree Conservation Checklist 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: -TREES EE TO BE SAVED: VED• - LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); - LOCATION AND TYPE Y E OF PROTECTIVE FENCING; -GRADE HAN C GES REQUIRING TREE WELLS Q OR WALLS; - PROPOSED TRENCHING E CHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: -ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE S LE TOE EQUIPMENT OPERATORS. Q -NO GRADING HALL S BEGIN UNTIL THE TREE MARKING HA S BEEN INS P EC T ED AND APPROVED D BY A COUNTY INSPECTOR. 3, PRE - CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. C EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLfNES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: S FIRS ARE NOT PERMITTED N E 0 E ITTED WITH► 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC C MATERIA LS : TOXIC MATERIAL S S H AL L NOT B E STORED WITHIN 100 FEET OF THE DRIPLINE O F TREES TO BE SAVED. 8. PROTECTIVE FENCING: G TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE . PROTECTED BY FEN IN FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR N R CTI CO ST N, U 0 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, O 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST, NOTE: IT IS THE DEVELOPERxS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. URE (DATE) 10/09/14 10/09/14 CONTRACT PURCHASER SIGNATURE (DATE)x = 3 FG Landscape Requirements 1. INTERIOR LANDSCAPE REQUIREMENTS FULFILLED: PARKING AREA: 13,930 SQUARE FEET PLANTINIG AREA: 4,396 SQUARE FEET (31.6 %, 11 LARGE TREE PER 2.5 SPACES) r ( / HS Y l f/ SHNUt� MASS/ ,1. Y THIA _ SHRUB 1 -r,, ' ' :,. .,, ,,, :: !; -..•. :. ./• 1: <• =::��•. �1 � ..:. °" (rr • s � MAP -.. r, 5 L`� •1. .r" 4 FG Y ( EE \ 5' �xr 5 "MAC _ {I f o r /. y & SS , ux. fi4'k5 • r - -fir::, : • .'!.' i _ '1- C Y ::- - SS r: 5 VC M P i' A L E .- . 4n MAP .; LE o 0 \ -a je I O L Y�J I .t wTH R g f{' 1 •� -y- -- - </ r 7 y 1� , Y: l ,I E - .r OH �. _ -- O 1 OH -.. � r, _ - '• l:�Tiry _ II • F ' 0' OVERHEAD ELECTRIC OOH _ .4 \ •tr �/ - •._ � _ ,-,- <.bi .mss:. Fi7 O r= E .� ,a''• >�" N (POLE AND LINE _ r -- ' HEIGHT VARIES UP TO 25' MAX. \\ ------- - - - - -- ----- - -'^._ -- •�•... ....�i�� • .li{I� :,';,''" =s;;, - /:... .,,;- .?., =`'.f /_ I -- - -- - ..... .../.... .J, 40 1 FA 1 FA .r 1 �►� / 3 N'r e scale : 1" = 201 contour interval 2' 0 20 40 80 ::� 4 - 11 se e - s °` , .a '®►�' �' / i �' / / / ! / ;' `e 2. TREE CAANOPY REQUIREMENT FULFILLED: SITE: 6.71 ACRES TREE CANOPY: 1.9 ACRES (28% TREE CANOPY COVER) 3. LANDSCAPE BUFFER REQUIREMENT FULFILLED: BUFFER AREA BORDERING R6 RESIDENTIAL CONTAINS EXISTING TREE STANDS & EVERGREEN TREES THAT WILL BE ENHANCED WITH ADDITIONAL EVERGREEN, ORNAMENTAL, & LARGE TREE PLANTINGS AS WELL AS A 6' HIGH BLACK CHAIN LINK FENCE. (PLANTING OCCURS DURING PHASE 4) 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Landscam Plant List Legend TURF TYPE FESCUE OSHRUB x EVERGREEN TREE FLOWERING TREE X CANOPY TREE CODE SCIENTIFIC', NAME nii. ■■■■ ■ ■11 a■...i ■ ■ ■ ■ ■ ■ ■ ■ ■ 1 ■■■■1, ■ ■ ■■■■■■■ 1 ■ ■ ■■■■■■ =■■■■■■■■■� QUANTITY CALIPER/ SIZE CANOPY AREA TOTAL CANOPY TREES CANOPY PLANTING � ■■■ Checked: ■ ... i■■r■Ir■ October Glory Red Maple 4 2.5" cal. 452 ■ !t ■■■ ■■ ■ ■ 1� ■.r..p1u COM ■ ■■ ■ ■ ■1 2.5" cal. 572 1144 n■�■■ll■ Diospyros viir iniana Persimmon ■■■ ■ ■■1 302 FA Fraxinus amlericana 'Autumn Purple' White Ash 6 3.5" cal. ,A �wI 2544 - I � I + 1 d I a ++ / , a•'F,k '!' 'e-rr - { % 'O \ :j5 "., :.tv. : tir^ ` '.�;'T': s`i'r {.!�.'3 ✓' ?, / ,\+ MAILBOX I e a. ^ r. e` r.,ajj. a r'� .s,,• - e A .. . 1 T I L �. r�. .r 1L S I AC ''tF r• :,Y �, v.G+ 6' a -a• � e 1 CCC +\ y 1 COM 5 KL t, 'STOP SIGN 1 DV I OA 1 AC r s 1 QC Albemarle Tree Conservation Checklist 1. THE FOLLOWING ITEMS SHALL BE SHOWN ON THE PLAN: -TREES EE TO BE SAVED: VED• - LIMITS OF CLEARING (OUTSIDE DRIPLINE OF TREES TO BE SAVED); - LOCATION AND TYPE Y E OF PROTECTIVE FENCING; -GRADE HAN C GES REQUIRING TREE WELLS Q OR WALLS; - PROPOSED TRENCHING E CHING OR TUNNELING BEYOND THE LIMITS OF CLEARING. 2. MARKINGS: -ALL TREES TO BE SAVED SHALL BE MARKED WITH PRINT OR RIBBON AT A HEIGHT CLEARLY VISIBLE S LE TOE EQUIPMENT OPERATORS. Q -NO GRADING HALL S BEGIN UNTIL THE TREE MARKING HA S BEEN INS P EC T ED AND APPROVED D BY A COUNTY INSPECTOR. 3, PRE - CONSTRUCTION CONFERENCE: TREE PRESERVATION AND PROTECTION MEASURES SHALL BE REVIEWED WITH THE CONTRACTOR ON SITE. C EQUIPMENT OPERATION AND STORAGE: HEAVY EQUIPMENT, VEHICULAR TRAFFIC AND STORAGE OF CONSTRUCTION MATERIALS INCLUDING SOIL SHALL NOT BE PERMITTED WITHIN THE DRIPLfNES OF TREES TO BE SAVED. 5. SOIL EROSION AND STORMWATER DETENTION DEVICES: SUCH DEVICES SHALL NOT ADVERSELY AFFECT TREES TO BE SAVED. 6. FIRES: S FIRS ARE NOT PERMITTED N E 0 E ITTED WITH► 100 FEET OF THE DRIPLINE OF TREES TO BE SAVED. 7. TOXIC C MATERIA LS : TOXIC MATERIAL S S H AL L NOT B E STORED WITHIN 100 FEET OF THE DRIPLINE O F TREES TO BE SAVED. 8. PROTECTIVE FENCING: G TREES TO BE RETAINED WITHIN 40 FEET OF A PROPOSED BUILDING OR GRADING ACTIVITY SHALL BE . PROTECTED BY FEN IN FENCING. FENCING SHALL BE IN PLACE AND SHALL BE INSPECTED AND APPROVED BY A COUNTY INSPECTOR PRIOR TO GRADING OR N R CTI CO ST N, U 0 9. TREE WELLS: WHEN THE GROUND LEVEL MUST BE RAISED WITHIN THE DRIPLINE OF A TREE TO BE SAVED, A TREE WELL SHALL BE PROVIDED AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 10. TREE WALLS: WHEN THE GROUND LEVEL MUST BE LOWERED WITHIN THE DRIPLINE A TREE TO BE SAVED, A TREE WALL SHALL BE PROVIDED; AND A CONSTRUCTION DETAIL SUBMITTED FOR APPROVAL. 11. TRENCHING AND TUNNELING: WHEN TRENCHING IS REQUIRED WITHIN THE LIMITS OF CLEARING, IT SHALL BE DONE AS FAR AWAY FROM THE TRUNKS OF TREES AS POSSIBLE. TUNNELING UNDER A LARGE TREE SHALL BE CONSIDERED AS AN ALTERNATIVE WHEN IT IS ANTICIPATED THAT NECESSARY TRENCHING WILL DESTROY FEEDER ROOTS. 12. CLEANUP: PROTECTIVE FENCING SHALL BE THE LAST ITEMS REMOVED DURING THE FINAL CLEANUP, O 13. DAMAGED TREES: DAMAGED TREES SHALL BE TREATED IMMEDIATELY BY PRUNING, FERTILIZATION OR OTHER METHODS RECOMMENDED BY A TREE SPECIALIST, NOTE: IT IS THE DEVELOPERxS RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. URE (DATE) 10/09/14 10/09/14 CONTRACT PURCHASER SIGNATURE (DATE)x = 3 FG Landscape Requirements 1. INTERIOR LANDSCAPE REQUIREMENTS FULFILLED: PARKING AREA: 13,930 SQUARE FEET PLANTINIG AREA: 4,396 SQUARE FEET (31.6 %, 11 LARGE TREE PER 2.5 SPACES) r ( / HS Y l f/ SHNUt� MASS/ ,1. Y THIA _ SHRUB 1 -r,, ' ' :,. .,, ,,, :: !; -..•. :. ./• 1: <• =::��•. �1 � ..:. °" (rr • s � MAP -.. r, 5 L`� •1. .r" 4 FG Y ( EE \ 5' �xr 5 "MAC _ {I f o r /. y & SS , ux. fi4'k5 • r - -fir::, : • .'!.' i _ '1- C Y ::- - SS r: 5 VC M P i' A L E .- . 4n MAP .; LE o 0 \ -a je I O L Y�J I .t wTH R g f{' 1 •� -y- -- - </ r 7 y 1� , Y: l ,I E - .r OH �. _ -- O 1 OH -.. � r, _ - '• l:�Tiry _ II • F ' 0' OVERHEAD ELECTRIC OOH _ .4 \ •tr �/ - •._ � _ ,-,- <.bi .mss:. Fi7 O r= E .� ,a''• >�" N (POLE AND LINE _ r -- ' HEIGHT VARIES UP TO 25' MAX. \\ ------- - - - - -- ----- - -'^._ -- •�•... ....�i�� • .li{I� :,';,''" =s;;, - /:... .,,;- .?., =`'.f /_ I -- - -- - ..... .../.... .J, 40 1 FA 1 FA .r 1 �►� / 3 N'r e scale : 1" = 201 contour interval 2' 0 20 40 80 ::� 4 - 11 se e - s °` , .a '®►�' �' / i �' / / / ! / ;' `e 2. TREE CAANOPY REQUIREMENT FULFILLED: SITE: 6.71 ACRES TREE CANOPY: 1.9 ACRES (28% TREE CANOPY COVER) 3. LANDSCAPE BUFFER REQUIREMENT FULFILLED: BUFFER AREA BORDERING R6 RESIDENTIAL CONTAINS EXISTING TREE STANDS & EVERGREEN TREES THAT WILL BE ENHANCED WITH ADDITIONAL EVERGREEN, ORNAMENTAL, & LARGE TREE PLANTINGS AS WELL AS A 6' HIGH BLACK CHAIN LINK FENCE. (PLANTING OCCURS DURING PHASE 4) 4. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED, SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. Landscam Plant List Legend TURF TYPE FESCUE OSHRUB x EVERGREEN TREE FLOWERING TREE X CANOPY TREE CODE SCIENTIFIC', NAME COMMON NAME QUANTITY CALIPER/ SIZE CANOPY AREA TOTAL CANOPY TREES CANOPY PLANTING � cM Checked: RBM rV AR Acer rubruml 'October Glory' October Glory Red Maple 4 2.5" cal. 452 1808 COM Celtis occide=ntalis 'Ma nifica' Hackber 2 2.5" cal. 572 1144 DV Diospyros viir iniana Persimmon 2 2.5" cal. 151 302 FA Fraxinus amlericana 'Autumn Purple' White Ash 6 3.5" cal. 424 2544 LS Li uidambar- st raciflua Sweet Gum 2 2.5" cal. 249 498 LT Liriodendrom tuli ifera Tulip Poplar 1 1 1 2.5" cal. 1 430 1 430 NS I N ssa s lvaffica Black Gum 2 2.5" cal. 151 302 QA I Quercus aiNa White Oak 4 2.5" cal. 243 972 QC I Quercus coccinea Scarlet Oak 4 2.5" cal. 370 1480 UNDERSTORY PLANTING AC Amelanchierrarborea'Autumn Brilliance' Downy Serviceber 3 1 - 1.5" cal. 130 390 CCC Cercis canatdensis Eastern Redbud 7 1 - 1.5" cal. 124 868 CF Cornus florida Flowering Dogwood 8 1 - 1.5" cal. 124 992 10 Ilex o aca 'Greenleaf American Holly 5 41-51 66 280 OV Ostrya vir iniana American Ho hornbeam 2 6#-81 99 198 SA Sassafras allbidum Common Sassafras 2 1 - 1.5" cal. 197 0 TOTAL 12602 GROUND LAYER / SHRIUBS CAL Clethra alnifolia 'Sixteen Candles' Summersweet 5 3 al. CS Cornus sericea e R dtwi Do wo 0 d 5 3 gal. FG F th r ill a ma o r M t. Ai F th r ill o e a 22 5 gal. IV ex vertic' ata S ark eb II III I er W'nterber I Holly 7 3 gal. IV1 I Itea vir m 'Henry's Hen I s Garnet Sweets ire 6 3 gal. IV2 Ilex verticillata 'Apollo Winterberry Holly 0 3 gal. KL Kalmia latifalla 'Olympic Wedding' Mountain Laurel 9 5 gal. LB Lin r nzoin de a be S icebu S h 0 5 gal. MP M r'ca ens van ca I I i Northern berr a B 5 5 al. RA Rhus aro a ti a 1 Gro Low' Fr a ra nt Sumac - 1 gal. VC Vac inium o mb s c c o um Hi hb h us Blueberry 8 5 pal. VD Viburnum dentatum Arrowwood Viburnum 6 5 al. VN Viburnum nudum 'Winterthur' Winterthur Viburnum 8 5 al. VP Viburnum prunifollum Blackhaw Viburnum 4 5 gal. VT Viburnum trilobum American Cranberr bush 3 5 gal. Viburnum ORNAMENTAL GRASS SC Schizach rium sco arium 'The Blues' Little Blue Stem lu 2' -0" o.c Yt RAIN GARDEN ROOT SPACING Al Ascle ias incarnata Swamp Milkweed 43 1 gal. 18" o.c. IVI Iris versicolor Blue Flag Iris 29 1 gal. 18" o.c. JE Juncus effusus Common Rush 126 1 gal. 18" o.c. LC Lobelia cardinalis Cardinal Flower 45 1 gal. 18" o.c. PVS I Panicum vir atum'Shenandoah'- Shenandoah Switchwass 437 lu 18" o.c. McKEECARSON CONSULTING ENGINEERS LANDSCAPE ARCHITECTS LAND PLANNERS 301 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 t: 434 - 979 -7522 f: 434 -977 -1194 www.mckeecarson.com McKee Carson and Field Sport Concepts, Ltd. reserves its common law copyright and other property rights in these drawings. All ideas, designs, sections, details, and plans are the property of McKee Carson and Field Sport Concepts, Ltd. These plans are not to be reproduced, changed, or copied in any form or manner whatsoever, nor are they t be assigned to an third art without 0 9 Y party first t obtaining the express permission and consent of either McKee Carson or Field Sport Concepts, ltd. �pyTJ1 OF O� O C L. ANTLE LICENSE No. 0406001716 APE ARC _�'r Revisions: 1.2/27/08: FINAL ARB REVIEW Z 4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENNTS 8, 03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO CONM ENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPOCOMMENTS 13.06/23/2014 ARB COMMENTS 14.09/19/2014 SWPPP SUBMITTAL 15.09/ /20 4 LOR COMMENTS Ca /(7 Z Scale: r� O Date: 1 09 14 0 O 0706 � cM Checked: RBM rV U O O U C Cz a W O Revisions: 1.2/27/08: FINAL ARB REVIEW Z 4/10/08: ARB COMMENTS 3.6/10/08 FINAL SITE PLAN 4.9/29/08 FINAL SITE PLAN COMMENTS 5.1/30/09 FINAL SITE PLAN COMMENTS 6.4/10/09 FINAL SITE PLAN COMMENTS 7.4/28/09 FINAL SITE PLAN COMMENNTS 8, 03/31/14 MINOR SITE AMENDMENTS 9.05/05/2014 MINOR AMNDMT COMMENTS 10.05/19/2014 WPO CONM ENTS 11.05/29/2014 ARB COMMENTS 12.06/03/2014 WPOCOMMENTS 13.06/23/2014 ARB COMMENTS 14.09/19/2014 SWPPP SUBMITTAL 15.09/ /20 4 LOR COMMENTS Ca /(7 Z Sheet No.: Of: 17 I Scale: 1" = 20' Date: 1 09 14 0 Project Na.: 0706 Desi gned: cM Checked: RBM Sheet No.: Of: 17 I Application for , ; y Letter of Revision VI Letter of Revision = $100 Final Site Plan Name and Number: Montessori Pantops Mountain Community School -SDP2014-00032 Contact (who should we contact about this project) Wendy Fisher Street Address 305 Rolkin Road City Charlottesville State Virginia Zip Code 22902 Phone Number (434)979-8886 Email wfisher @mountaintopmontessori.org Owner of Record Montessori Community School of Charlottesville Street Address 305 Rolkin Road City Charlottesville State Virginia Zip Code 22902 Phone Number (434)979-8886 Email Applicant Pete Price Street Address 418 E. Main Street City Charlottesville State Virginia Zip Code 22902 Phone Number (434)295-8177 Email pprice @waterstreetstudio.net SUBMITTAL REQUIREMENTS: Ca The appropriate fee, E1 The site plan number that the change applies to, LO A request letter describing the proposed changes from the owner or authorized agent, 4 copies of the plan that shows the proposed changes, Changes must be shown on the sheet or sheets from the approved final site plan,or on an 1 l"X l 7"copy of that portion of the approved final site plan. Owner/Applicant Must Read and Sign I hereby certify that the information provided on this application and accompanying information is accurate,true and correct to the best of my 44, ledge an. belief. August 11, 2015 Signa ure of Owner,Agent '11111111111 Date Pete Price (434)295-8177 Print Name Daytime phone number of Signatory FOR OFFICE USE ONLY LOR# Fee Amount$I, a Date Paid-t',.b By who '0. ,�,2 2,1, Receipt#r( Ck#(O�(}( By� ►' :��•1 11 oun o •lbemarle Department of Community Development 401 McIntire Road Charlottesville,VA 22902 Voice: (434)296-5832 Fax: (434)972-4126 REVISED 06/10/2015 Page 1 of 1 waterstreet August 11, 2015 Albemarle County Department of Community Development Attn: Claudette Grant RE: Letter of Revision #2 - Mountaintop Pantops Mountain Community School SDP2014-00032 In response to SP2014-00002, this Letter of Revision focuses on the fence around the lower lawn terrace adjacent to the intersection of Rolkin Road and Richmond Road. It was originally intended for this lawn terrace to be used as a playground, but no longer serves this purpose. Therefore, we are requesting the removal the fence from the project. Thank you, Pete Price 418 East Main Street Charlottesville, Virginia 22902 434.295.8177 www.waterstreetstudio.net