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HomeMy WebLinkAboutARB201700015 Presentation 2017-04-03­trmAlk .rw PLANT SCHEDULE C"a,<..«r FU. e2a":m -T. R. I—d as L.Ddr PI. TOTALSITE (IIe,WFun0. tT Ill-2xa-ttt-z9T tarn",nlne "rMdttrnnnnPl SYM BOTANICAL COMMON NAME 512E CANOPY Isf) R�TH OF Gr 9 n x,'e bc'tn,ca:n.a no.. <o a,..u.: TREE QUANTITY COVERAGE (If) ® I ,av apu am 3..mt J AR ACER RUBRUM ;-a-G RED MAPLE 2-1/2".I. 452 9 4,068 SCOTT R. COLLINS't ® yr v ' -1/2"cal. 397 7 2,779® PLATAUFOLIA LONDON PLANETREE 2 U Lic. No. 035791� 0 OYE.p r.. IEI 'I."u•". \ +a, F7 1 / AG AMALANCHIERx GRAND] Zo SERVICEBERRY 6T ht. J30 9 1,170 ",A O w Iwln muo ,oxl ase w _ I,m m.w,. / // / My MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6-T ht. 113 8 904S10NAL" 891 PY P RUN US YEDOENSIS -3 YOSHINOCHERRY -g 6-7 ht. 99 9 EVERGREEN TREES ` 1 Ms IN ILEX X NELLI E RSTEVENS ZS X /O NELLIER STEVENS HOLLY 5'-Tht. 44 16 704 fl / MG MAGNOLIA GRAN DI FLORA 'LITTLE GEM' LITTLE GEM MAGNOLIA 6'-8'ht. 1 54 1 26 1,404 SHRUBS fl m,w,w orw„NY rnoM 3,«n. _`\ ¢ \ � r( 15RNUTA'DWARF BURFORD' C 3tmmnn 210 fl ILEMTHOSUSxFORTUNEII 15--ZOXIJ-ao FORTUNE'SOSMANTHUS . i99 1 15 1,485 O L., -. ,�..;, ,•nw,npd ,rnn:. In u,rnl. EXISTING THE TO REMAIN -- J ��j oL�_.. / TOTAL CANOPY 13,615 2- - �97 % (4) M CALCULATIONS: Landscape Notes a r,.awee,xwom 'w te.r - ea cPu,u a ereewe �, Naus v' .a nrt e, _ _ _.. __ N24°582fi:a, \ A AL 0 j TOTAL SITE AREA (3 82 CI• 16fi 229 SF z BA I TH T PY REQUIRED 109.: 16.622 SF 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF E ,. T Ni°a a8 5643 �Ep_gUFFER AND PARKING SE_ - v'9 ' ROPOSED TREE CA OP : 13s15 SF AMERICAN ASSOCIATION OF NURSERYMEN. THE PLANTING OF TREES SHALL 0 UNDISTU EXISTING TREE CANOPY: 6055 SF BE DONE IN ACCORDANCE WITH EITHER THE STANDARDIZED LANDSCAPE 2R� _-_ _ k' 19,670 SF SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'S -- - - — — - EXISTING TREELINE ASSOCIATION.TOTAL THE VIRGINIA SOCIETY OF LANDSCAPE DESIGNERS AND THE U i !. r PARKINGASPACES RKING LOT TREES RE UIREDD, VIRGINIA CHPTER OF THE AMERICAN SOCIETY OF LANDSCAPE ARCHITECTS, Irk ® a vv,n„•I. _ _ _ OR THE ROAD AND BRIDGE SPECIFICATIONS OF THE VIRGINIA DEPARTMENT Z ,,. �r••�°. ••` _ — _ - (10) IN \EESEPRO PROPOSED; j6 OF TRANSPORTATION. O _. _— gt u ,k.. "s... I.�„a l.r<I , a�,ln',.wen," a n,,,r ; ,m�,n,y., „r�lr;".,. " ....-_c --�, -"-, • ..-- -_-- - ->- -- - ----\ s �9/ 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO �O�//�� C • — - -` �+. REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES r/ i' •� IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND -- "- \`z, ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. — u a uve. � � � � (7) MIS (3) INS U II„NnDnwwYna.YKkyWN DNtRALL0K0Nt onxc«v.non RFQTT /k\ (1) oC owvrm mGYArune warn, H ', A' (' 90'x1 bO' BLDG wn a,torrLIrca"Acesrcn-..roar m-+rnt ( I / 13,500 SF ( ' P. i rt I 3}PY 467 50 FF G� -EXISTING IN �_ � TREE TO REMAIN P I E s - / O \_ EXISTINCI (6) AG •�4f ���t _. ' WETLANDS (2) AR aIc ITa�suvraccuaruuvFST_ o YEo roTEoDA LYaPAaEo w \ I (3) P� «EEsa"I — a«NwaEas«NL1 Ir AN1,­81D_­, sMWTPHUSIN ND I � 65'x138 BLDG I A - 8, 70 SFo _ u „"� a�aoaEEallosEANO�yrlNGI 467.50 FFE �QF \ V " i 1 sz Aaov000aNa ,ANON \ \ \ m \\ I L j TOP orsrANEs --- _. ' Mxa«SOFT t 3 \I (1)MV �� �\ M 1 -ENaED>a�Mo o AI . 00 (8) MG � N ..:..'.... z �_ O ANOREMO EaONAv ROM OP \ 0 x86 BL G \ DOFaN aO«oN - o Aa sOOSO ro.•MIN v 1 \ } ` F5,1606 SF 0 o —TE.Eu aE — . j QL ` • FE 4 9 2 � W r COMMERCIAL BLDG °4 N Evergreen Tree Planting Detail ` ( - F-'-1 ' 9,960 SF TOTAL \ , / Q (n I7 -\I > / COMMERCIAL B WN ExISTINGTREE TOREMAIN \ LLj Q SIEVE—�E BLDG (3) w WR R.9ERNOSEAM aLEa / / t 5,750 SF o� I 1 l } —--6O'x8O' BLDG I J z a= xvwamNOaOeNa / /j P ri ; } 4,800 SF W ni cu ueMDaEew P noM oP (3) PY r MV 469.20 FFE o ry ttaFMLA� N i LU I I�, a AR�YaaaaolLTo<•nEN o� N � 1 I ) Yb � a / I . (2) PA ' n O Ur _ nN�sNEo AUUCH onuE EXISTING WALL \ Z • t - Cc TNEEs uaro.•cu sNULaE srNa:D I mo 0 �QmooTta:Esa•cu oRuwceasNuisE } t ,_ ,;. AaTAO"oMaaE«maEDaas LEMoauu`�Y aP"AOCa EOO n i 4 .25 F\FE Il _ N >r I =— .,. . . .-: `. • •. °q I / W QUYI -�..I.„DEE AaD"wLn rawawN I -Z oOaTTNOMOATO15 Z oallo_v A x I R J / } I Tree Planting and Staking Detail / - ' -� - -- _ - -, j Nat TO Srala 5 e J H � z ❑ O ❑ ❑ O ❑ I -- — 7-, Al __ M M ___ ___ ________ —M tI. \ \ \ LLJ w o -- - _..— . 59 R.aas Conservation Plan Notes: - ----- m Z Lu o i 1 ALL TREES TO BE PRESERVED AND PROTECTED SHALL MARKED WITH PAINT OR RIBBON AT / I I_ I� / W u tt L1T PUsn gcu(smvxnw \ I C \. / vows PRE r O —1 I � � T vows No mra rrR rNaN E w aNrcR EtrRr NwTN A HEIGHT CLEARLY VISIBLE TO EQUIPMENT OPERATORS. NO LAND DISTURBING ACTIVITY SHALL vasr s«au rnvra« a war«INc .vcN tNar pcaRi.v roExrlrxs txE frNcr asa rREc vRortcnav rENCE BEGIN UNTIL THE TREE MARKING HAS BEEN INSTALLED BY THE CONTRACTOR AND INSPECTED y. p01 AND APPROVED BY THE COUNTY ENGINEERING DEPARTMENT. c2 TREE PR07EC770N FENCE (FOR USE FOR TREE MASSES) 2. HEAVY EQUIPMENT, VEHICULAR TRAFFIC, AND THE STORAGE OF CONSTRUCTION MATERIALS ANO - X I uj ~ o SOIL SHALL NOT BE PERMITTED WITHIN THE OUTSIDE DRIPLINE OF TREES TO BE PRESERVED AND X _ - - PROTECTED. x - x k n �.. (r t =o o I 3. TEMPORARY EROSION CONTROL MEASURED ANDeF CILITIES LOCATIONS SHALL BE COORDINATEDC PERMANENT STORMWATER MANAGEMENT ' •." . + , --- •C rl / ,y SU C]J'�. IIII� LL O m FENCPRESERVED AND PROTECTED. E ORANGE 4' PRESERVEDTREES TO AND NOTPROTECTED. PERMITTED WITHIN 00 FEETOFTHE OUTSIDE DRIPLINE OF TREESYTOF BE CT - - -� ---"--"--` -- I I I I / i z na VINYL CONSTRUCTION I I O O o 5. TOXIC MATERIALS SHALL NOT BE STORED WITHIN 100 FEET OF THE OUTSIDE DRIPLINE OF TREES (iT / O TO BE PRESERVED AND PROTECTED. N m 2 REF 6. NO LAND DISTURBING ACTIVITY SHALL BEGIN UNTIL THE TREE PROTECTIVE FENCING HAS BEEN I I EXISTING GANDER I O INSTALLED BY THE CONTRACTOR AND INSPECTED AND APPROVED BY THE COUNTY ENGINEERING ( I 11' MOUNTAIN BUILDING 9 t7 0 q u DEPARTMENT. r o fiaR STAKES 7 WHEN TRENCHING FOR ANY KIND OF UNDERGROUND WATER, SEWER, ELECTRICAL, CABLE. 13 TELEPHONE, OR OTHER UTILITY SERVICE IS NECESSARY WITHIN THE LIMITS OF TREE PROTECTION STANDARD ORANGE WNtt 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 o CDNSTRUCiION FENCE DEEMED, BY THE COUNTY ENGINEER, THAT TRENCHING WILL SIGNIFICANTLY DAMAGE FEEDER I TT T k " 7 EVENLY DRIVEN METAL 7• BAR STAKES ROOTS OF TREES TO BE PRESERVED AND PROTECTED. JOH NO EXISTING GRADE e. 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 x - x x x x ."•_t_ t 092�29 OF IIGI lil EROSION AND SEDIMENT CONTROL HANDBOOK. CARE FOR SERIOUS INJURIES SHALL BE GRAPHIC JC, AL,i': \, t / SCALE PRESCRIBED BY A PROFESSIONAL FORESTER TREE SPECIALIST. '- Tr�m /f,� I' —III BURY i/J POSr I I'I=I�IIIII \I - yl�Ly- N,O�S. 9. SOILS WHICH HAVE BEEN COMPACTED, OVER THE ROOT ZONES OF TREES TO BE PRESERVED _ �ll J f RATTIER PRE— COMPACTION OF SOIL AROUND AND PROTECTED, SHALL BE AERATED BY PUNCHING HOLES NTH AN IRON BAR EVERY 18" OVER � I i w ea 12a I �S O UO 1 N_�Or �I III —I —I E a s so Z v � III —I ROOTS BY CONSTRUCTION EQUIPMENT. THE ROOT ZONE. THE BAR SHALL BE DRIVEN 12' DEEP AND MOVED BACK AND FORTH IN EACH I r=III—T—�Fk:=111�11 I— — HOLE UNTIL SOIL IS LOOSENED. — �•1 J � =o c 2. EXTEND FENCE O DRIPLINE AT ALL POINTS ADRIPLINE _ I o 15 DESIGNATED BY OUTSIDE EDGES OF TREE BRANCHES) 10.TREE PROTECTIVE MEASURES SHALL BE THE LAST OF THE TEMPORARY EROSION CONTROL PLAN _ _ _ __ SHEET NO n a MEASURES REMOVED DURING THE FINAL CLEAN—UP. W -- W W—''-- W W— W I ( IN LEFT ) —� C 6 TREE PROTECTION»DETAIL (FOR USE FOR SPECIMEN TREES) I 1 - m o 3 Northtown Phase 2B r • April 3. 2017 -t 11, 9" 1 WEST ELEVATION A3 Scale: 1/8":1' "I I.. H I E D E J C J C L.: H E L) 1- 2 SOUTH ELEVATION 3 EAST ELEVATION 4 NORTH ELEVATION 0 10 20 A3 scab: va":1' A3 tale: 11 ° CONTACT: BOB PINEO (P):434-806-8365 (E):bob '�]designdeveloplic.com PRICING SET DRAFT - NOT FOR CONSTRUCTION February 21, 2017 VA ry LL J Z w U z O F- I— v i - DRAWN BY: HTL CHECKED BY: RGP MATERIAL KEY LETTER SYMBOL DESCRIPTION LETTER SYMBOL A I EIFS - 18" VERTICAL V-GROOVE REVEALS - G VINTAGE BRICK FIBER CEMENT PANEL- DRYVIT #715''LICORICE" "ALEXANDRIA BUFF" BY NICHIHA ARB-2017-1e ' Norlhln Phase 2B -April 3, 2017 B ____ - EIFS 12" HORIZONTAL V-GROOVE REVEALS- MATCH PAINT COLOR SW#6906 "CITRUS" EIFS - 12" VERTICAL V-GROOVE REVEAILS - DRYVIT #715 "LICORICE'' H I CONCRETE- 8'' CAST IN PLACE CONCRETE WALL- WALL TYPE C8 (CONC4)-SEALED BOARD FORM FINISF BLACK ALUMINUM STOREFRONT WITH CLEAR GLAZING WITH LOW-E COATING C EAST AND WEST ELEVATIONS D EIFS - PAINT COLOR TO MATCH SHERWIN WILLIAMS 6906 CITRUS BENT METAL PLATE - PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE ISSUE DATE: February 21, 2017 E EIFS - PAINT COLOR TO MATCH SHERWIN WILLIAMS 7019 "GAUNTLET GRAY'' K PRE -FINISHED METAL COPING- PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE ( �� SHEET:` OF 18 F EIFS- SMOOTH TROWEL FINISH- "LYMSTONE GRAY" AT ENTRY PORTAL L GARAGE DOOR TO MATCH - PAINT (C3) SHERWIN WILLIAMS 7069 IRON ORE ?/ 4, % 1106waIY WEST ELEVATION A3 scale: 1/e':1' 2 SOUTH ELEVATION A3 tale: 1/8":1' 3 EAST ELEVATION A3 Scale: 1/8' : 1' A3 scale: 1/0':1' 0 10 20 _. 00 ,..__I EllI w Z> � w in O w� vO 's CONTACT: BOB PINEO (P(:434-806-8365 (E):bob(a designdevelopllc.com PRICING SET DIRAFT - NOT FOR CONSTRUCTION February 21, 2017 ry W Z CL W ol:� U Oz U� C)0 Q ry o 0 z MATERIAL KEY LL.I LETTER SYMBOL DESCRIPTION Z A - BRICK TO MATCH GANDER MOUNTAIN B 4 STANDING SEAM METAL SIDING- REVERE FREEDOM GRAY C - =- T� r EL DORADO STONE- EUROPEAN LEDGE "ZINC' D � EL DORADO STONE- RIDGETOPI8 "WHISPER WHITE" ,AWN BY CHECKEDB Hr CECY.ED BY: P.GP E 1 X6 TONGUE AND GROOVE DOUGLAS FIR - STAINED F TECH FOUR WALL PANEL- COOL ZINC GRAY Cj C CHANNEL AWNING- PAINT SHERWIN ARB-2017-15 . - Northtown Phase 213 WILLIAMS 7069 IRON ORE April 3, 2017 H BRONZE ALUMINUM STOREFRONT SYSTEM WITH CLEAR GLAZING / LOW-E COATING* EAST AND WEST PREF!NISHED METAL COPING- TO MATCH PAINT SHERWIN WILLIAMS 7069 IRON ORE ELEVATIONS lD Febrruaruir y 21,2 2017 PREFINISHED METAL COPING- TO MATCH STANDING SEAM SIDING �� SHEET ;Y OF 18 TH OFD 1� �SCOTT / R. COLLINS'_z U Lic. No. 03579,1IONAL fy - NOTE: HANDRAIL REQUIRED ON ALL / WALLS GREATER THAN 4' IN HEIGHT. SEE DETAIL, SHEET 5. 5h' 05 PROPOSED 25' EXTENSION OF RAISE PORTION OF EXISTING - EXISTING REDI-ROCK RETAINING WALL / REDI-ROCK RETAINING WALL. wl HANDRAIL + EXISTING MAX. HEIGHT=18' ., 46 46]5 TC ]. STC 466.75 EP 486 SEP / \ \ aso ]w BUFPEIR °6 w ® DRAINAGE DIVIDE (TYP.) �," a66ew�, 20'UNDISTUNGE� TRACK r _ AN �- 14 - >ass w A64' .]x • ®� - s �� v\ _ a6sTw D ARK p66 _ u m zj r \ °° .,.E w w T w J PROPOSED 12 YARD DRAIN LINE m 13 +sszsiP — 15 a66s EP Bsr \ ® PROPOSED 24"YARD INLET o "YD 2" " � O = \ r �o o � 46 47 asa ,w a6z ewr N6p asgs7Yc y - aee.]sE y EXISTING TIRE ELINELu 4s EP I-- ` 18 n EXISTING TREE TO REMAIN 4s7O 45 TG % a 45EP 6 26IW �® i 1 1�6 5TC •i , 66 Bev ' 'EXISTING BASIN/ v RISER I r ( 9o'x15o' BLDG OUTFALL I I _ _ 13,500 SF y W PROPOSED REDI-ROCK V DI - - 467.50 FFE ] Y. ' ` RETAINING WALL wl HANDRAIL • I I I ]B Tw MAX. HEIGHT=6' s]e `�. PROPOSED 12' YARD DRAIN LINE I p W i I; WETLANDS n �. - ---- ' EXISTING _ \ \ �, / r g- a 1 Ir _ �y �- o "' 1 - i_PROPOSED 24" YARD INLET "YD-3" \ m � 1... -w. r "• • '. .' - - PROPOSED 12" YARD DRAIN L*1 j5�, o l l - /1 6w \ N I I 4s]zs rc "r an TW PROPOSED 24" Y�-ARD INLET "YD-4"411 \ 1 I 65'xi 8' BLDG 48o 669P ,0 SF naw / PROPOSED REDI-ROCK • 1 'i I - PROPOSED REDI-ROCK v RETAINING WALL wl HANDRAIL A V EXISTING REDI-ROCK \ I °ss RETAINING WALL wl HANDRAIL 467.50 FFE - _ �� MAX. HEIGHT=11' . L a]t BW L ] 48] MAX. HEIGHT-33 468.5 Er �.� 48 1 4­7 EP cM RETAINING WALL \ MAX HEIG I ' \ \ I y*, aszo rc _ aez Tw r q,4w - \I 48]10 ].W SEP N F \_ice 1 � 1 X � I , • � vI 8 460.B TG P.- dBe,]8E 46ABO EP \\ t 3 Y 1F (fi7.251C :4®EP M &4TC l I 480.BO TC 70 TC `� / L a 465]5TG 1 a 'x86'BLDG 6B r f , , 6o516a SF 04 a E-4�9.20 PROPOSED 24" YARD INLET "VD-1" - --- -r- - 46e 6666 E FF \ / /�; 0 m ......... ] 7s c 108 A 04 In� _.._ ,....._.,. :�.. ........ — r .-...,_...--_. _. _ CCIMMERCIA6 BLDG > '7P2 PROPOSED 12" YARD DRAIN LINE EXISTING GRAVEL DRIVE ` EXISTING WPO STREAM BUFFER a v I a EP � PR PO D ROOF RAIN, $ - 9,96o SF TOTAL ' TIE-IN PROPOSED WALL \,. \ Q Q ' 1 ,a :� TO EXISTING WALL i PROPOE D PROPOSED ROOF DRAIN ae6 zB 4ssoo a asszS EP 4fis.40 EP 4s74 p 4s7 7 P 478 TW, 470 BW\ \ 1 a840 i a65]5TC 90G B)BSTF a67d TC Y� LU PROPOSED TRENCH DRAIN m 6z z5 W 1 -.. - I �/ o Q Z o / COMMERCIAL BLDG a \EXISTING\ J g 46q� I I c- i / WALL J Z 4 r / / L , • ' 6,285 SF TOTAL O Z 1. 3s 0 60'X80 LDG l EXISTING R E TO REMAIN \ F -1 6 Bra k LLJ 4,8004F lLl r assoEc .: 469.2aIFFE i Ex T E ~ BUILDING TURN DOWN I +_ - - - - - - - -- - - - _ PROPOSED 12" YARD DRAIN LINE \. / 1 EXISTING REDI-ROCK 1 " as] •:--C-------- / 47+eW / Z FOUNDATION RETAINING WALL x \ MAXHEIGHT=22' -, ' I oo'X10o' BXDG II'.- - 5 - v� I 3, i' 5 %i Q - y 4ses]EP - PROPOSED CLEANOUT "CO-1' _ s�l �,{ 3 - fti EXISTING } II 6,000 9(F10A a6e.4s E� ] 4sB.mm I - �L - 1 WETLANDS T;,.�5 F�E I I. ,a I ee.Bs i .-1- _ _ Z = II EXISTING ( ' L �� I v T- PROPOSED CLEANOUT "CO-2" TIE PROPOSED 12" DRAIN LINE _ (� O , ` 66 v I G SANITARY i '" i I 14 m �� INTO EXISTING STR-28 �� ° EXISTING 24' ACCESS EASEMENT SEWER I % ` '�� \-� �\ I N - --t EXISTING 20' UTILITY EASEMENT EXISTING PARCEL o W ' D.B. 3577, PG. 654 (PLAT) i y \ \ / • s \ I j a EP I ♦ D.B. 4296, PG. 275 p c / Y O Z a asu Tc7. LU r EXISTING UTILITY EASEMENT L / ,. >.;. I. 7 L ® 14�. Q - - 1 (PLAT) r j 1 7 . , s ,are81$ EP s ` I II �I w � E A D.B. 4332, PG. 284, 288 PLAT � Ys� li t fi+sSEP �� '. Z� � a \F 4sz.oEa ass.BEP 66s31.E I r -�� mlm O m� i z 'dj ( 6205 TC gyp/ a .15T �462.5 TC. 4655TC 67.i T _.— — -- — _ — —_ ------ — — — — �J■A■■ - it3 / d _ NI • 1 n `% I— - i �Ig yr' LU w t0 — .M {j W V { EXISTING 3U PRIVATE ROAD 8 ' b�,. I 7 , cz 45Af Ep _I '� - j —------------------J' 22 L z se.s Tc J ACCESS EASEMENT *+w 4� h I D.B. 4296 PG 275 DRAINAGE DIVIDE (TYP.).-„�, o EXISTING STORM 0 } I W SEWER I EXISTING 9.l `� - �-j1 = _. Q GRAPHIC SCAM WETLANDS T T r �_-_ _ I� c9 Z B 6 I 1, o I t h 3� la 1 # I u L I EXISTING I y1. GANDER F EXISTING VAR. WIDTH - ' - I MOUNTAIN PRIVATE ROAD EASEMENT II -� %� I\ I .__ _ r �•�� _ _ - BUILDING i D.B. 3577 PG. 651 d- ACCESS it y _ flp EXI " WATER (S 7 I_:_--- __-- --- Isrzca L�_---------— - I F NE r. JL I I� E a � JOB NO. 092029 SCALE 1"=30' 5HEET NO. 4 E r - - - -- — It' }r / , ! !� it..�", - +� '�I j ` •. 4 ---_- - _____________ a AMF KEGLERS LANES IS A SIMILA _________ - ,{; y• DISTANCE ROM THE ENTRANCE '- '�� _ ~'1 CORRIDOR EDGE. SI*M.--;-„•I , R f ' 5c. •- 7. ......„„„,.. .. . ; '' V, t / '0 , ? ► - i rip'"r • _ <4 I,, RIVANNA UNION VIEW OF KEGLER'S FROM E.C. • • -3 . 'PLAZA p' liltBANK ti Q • L ti ' i ' ar. I • z _ . .. LOWES / .. # ,_ ,• .. 16, . , . :� . 425, . ,' h /o '•••. 4. .4. iAt-e. PROPOSED BUILDING 14 _: p- ,, :. ..4. R SITES f ✓.- -.: +I y; , .fir " i / I . 4 „ ..._ .• • • ' ._06p,� ;,f__.O,IN EXISTING MEDIAN TREES: ••ro 74 O GANDER , _`�/ /1. ' - • /„.,1,• 4,% MT N. ,. - Li; ; ' A ' . Ai 4°10 ' • • . ' ‘'I l ' 1 -" . - - f s r, tA ?, ' , , c)\ . .. -‘\,/ . , t 4 V / ' . / . r r OOKMERE RD• �r ` " R r \ a . / i • ` r a� Gior r • ' ti,hi• `- -�, Located at the far eastern edge of the " '" �� b" North Town Center, the front facade of the I , 4.. . 411*46;4t- ., - .,.., . lit. „fir,- .�, F,� = #posed Buffalo Wild Wings sits -425' from /It-, .:. ' ..:, . , , ,ty ._ / . p ; fr....- ill the edge of the Entrance Corridor, while the _ front of the proposed rear building sits �-580' ' . ,., . _ -« _• / • _ . - r Ilkikw + i e 0 0 . from the edge of the Entrance Corridor. r , . ., , ,... 4 Google4 4 , ih. • /• 1___.• ;I - magery€2017 Google.Map data 1'2017 Goc-. NORTH TOWN CENTER VICINITY MAP DESIGN DEVELOP, LLC ALBEMARLE COUNTY, VIRGINIA FEBRUARY 21 , 2017 ,-,-;. '' -` -- - •Ark"' N. 41111 - A.4' , e.- .4-11L-lipet,,i,Autil0116 to ., iv... �;, ' .: bid r• '�� ti • :-t PROPOSED , ol.a ntain ry �.dr RETAIL CENTER: •• .r',�.;,' ,�, , ��� r' • :,., ,,, ,�_ _. Y .. ,___ ,„ GANDER 2. - - MTN PROPOSED •' •�' \ ,, - ,� BUFFALO z l' - tt� - y U WILD WINGS • `��` a ` ~ �`°`e ' 4 .0 .- .."re • I''''-. A. ��� '� < MEDIAN TREES' r ,�' „� lr IL _ r - dlifth.. �� 4 'iv_ .- : _• _R .,, - The site has been graded o acco' date.- ' ' buildingpads as based on the previously '��a . appf ved North Town Center site plan. r iti, % ,� & ; -..'i. Matt?es F m Union Bank & Trust �� - CharlottesviI North Storm Water retention basins are currently in - - $ ;` / : �"007. . place dnd Gander Mountain occupies the ' parcel of the project closest to the Entrance 111rN ,- j "I" . - Anytime Fitness ■ p J { `Z .� �� e. .-` RIVANNA ,Corridor. N. • - , Lee's Nails ■ ,. .�S�•�'i " ,� PLAZA s,Ft,v -a 41/ : X Dunkin,�Donuts / -Ar6 ....,„( , -... L . , , _ , .... • , . . 7.. ... .0\.),,re" \ ....• 6 • - Ac It. lo,.c\‘'.1 Pt" \s. , f1;0' ••• "ar .4' .4. N. ..4 - I:\ >4* tr ' ��e��� • ;" WI Furniture.0 lit' , � - �.' 4° N. , s'� Company \\ 4 - re NORTH TOWN CENTER EXISTING CONDITIONS DESIGN DEVELOP, LLC ALBEMARLE COUNTY, VIRGINIA FEBRUARY 21 , 2017 00 • • •• 1 r ` �,I 1 I ` 1 .. •� •I 50, ,r` 4 • e • • t' . , yyy •. . - ','f • $164 imopori;110 - I �J " _ _ _wiiiiiiit ". ' .•�••��� i .•. k ` i .: �--- ' .,..: J -� . r . •—- •::a' ...A. _� .. ' itiPi . 111 1 ... .►'•:+, �ri.y Ill •V4F tom+ - �-Z,.j..•• ..! .� • ... -.•r.- ' Y .'.! +.r/700K,a .y_,. «H'•. w„ + !'"_1s•• . ' . 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