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ARB201900145 Plan - Approved 2020-06-15
PRESIDIO APARTMENTS PETER JEFFERSON PARKWAY PRESENTED BY �' RIVERBEND r� DEVELOPMENT 1112512019 AMENDED 0510512020 (.3riveV ehcl� r RECEIVED SUN Q S 2020 COMMUNITY DEVELOPMENT 1 I COVER 3 I TABLE OF CONTENTS 5 I PROJECT DESCRIPTION 6 I VICINITY MAP 7 I CONTEXT PHOTOS 8 I SITE PLAN 9-21 I " EXISTING AND PROPOSED" VIEWS FROM I-64 22 I MATERIALS 23 I PROPOSED ELEVATIONS 24-29 I SITE VISUALS PRESIDIO APARTMENTS TABLE OF CONTENTS ARB SUBMISSION ALBEMARLE COUNTY, VA 30f= 29 NOVEMBER 25, 2019 (AMENDED MAY 5,2020) A. INTRODUCTION D. HUMAN SCALE THE PRESIDIO APARTMENTS ARE SIX (6) PROPOSED, FOUR-STORY, APARTMENT BUILDINGS. FROM PETER JEFFERSON PARKWAY THE BUILDING HEIGHTS DO NOT EXCEED 30' DUE TO THE ALL FOUR FLOORS ARE TO BE CONSTRUCTED FOR IMMEDIATE RESIDENT OCCUPANCY. DOWNHILL SLOPE OF THE SITE. FROM THE PARKING LOT TO THE TOP OF THE PARAPET ON THE FOUR BUILDINGS SQUARE FOOTAGE BREAK DOWN AS FOLLOWS: THE FOUR-STORY SIDE OF THE APARTMENTS IS -45' TALL. FROM THE PARKING LOT TO THE TOP OF THE PARAPET ON THE THREE-STORY SIDE OF THE APARTMENTS IS -35' TALL. BOTH SIDES ARE VERY MUCH BELOW THE SCALE AND HEIGHT OF THE HOSPITAL, ITS CLOSEST ADJACENT STRUCTURE. FURTHERMORE, THE STONE BASE OF THE APARTMENTS AS WELL (1) BUILDING TYPE 1: 59,085 GSF (2) BUILDING TYPE 2: 68,240 GSF AS THE ASSOCIATED PORCHES BREAK DOWN THE HEIGHT OF THE MASSING AND HELP - LOWER LEVEL: 7,710 GSF - LEVEL 1 : 17,060 GSF RELATED TO THE HUMAN USER. - LEVEL 1: 17,125 GSF - LEVEL 2: 17,060 GSF - LEVEL 2: 17,125 GSF - LEVEL 3: 17,060 GSF E. COHESIVE WHOLE - LEVEL 3: 17,125GSF - LEVEL 4: 17,060 GSF CONSISTENT UNIFYING MATERIALS AND A LEGIBLE BUILDING FORM CREATE A COHESIVE WHOLE, WHICH IS STRENGTHENED BY THE USE OF THE HIP ROOF. F. LIMITING BLANKNESS (2) BUILDING TYPE 3: 60,250 GSF (1) BUILDING TYPE 4: 47,340 GSF LARGE AMOUNT OF GLAZING, SIGNIFICANT PORCHES AND JOGS IN THE BUILDING - LOWER LEVEL: 9,070 GSF - LOWER LEVEL: 8,520 GSF FOOTPRINT (SIGNIFIED BY CHANGES IN MATERIALS) ARE ALL STRATEGIES EMPLOYED TO - LEVEL 1 : 17,060 GSF - LEVEL 1: 12,940 GSF REDUCE AREAS OF BLANKNESS. - LEVEL 2: 17,060 GSF - LEVEL 2: 12,940 GSF - LEVEL 3: 17,060 GSF - LEVEL 3: 12,940 GSF G. UNIFYING GROUPS THE LONGITUDINAL BUILDING FACADES ARE COMPOSED OF THREE MAIN BAYS, I HIGHLIGHTED BY A CENTRAL "TOWER" ELEMENT OF ACCENT MATERIAL (RUSTIC SERIES WOODTONE CEMENTITIOUS LAP SIDING). THESE TOWER ELEMENTS BREAK DOWN THE B. COMPATIBILITY WITH FORMS AND FEATURES OF SIGNIFICANT HISTORIC BUILDINGS LENGTHY FACADES, AND ARE ALSO APPLIED TO THE TRANSVERSE BUILDING ELEVATIONS TAKING CUES FROM HISTORIC DESIGN PRINCIPLES SUCH AS ADDRESSING THE SITE, TO SERVE AS A UNIFYING ELEMENT FOUND ON ALL FACADES. RELATING TO ITS CONTEXT, MASSING (THROUGH A DEFINED BASE, BODY AND HIPPED ROOF), AND REPETITIVE FORMS AS A UNIFYING MOTIF, THE PROPOSED PROJECT AIMS TO E. WINDOW GLAZING CREATE A MODERN APARTMENT COMPLEX THAT SCALES APPROPRIATELY AND IS DISTANT, WINDOWS WILL NOT BE HIGHLY TINTED OR HIGHLY REFLECTIVE. SPECIFICATIONS ON THE BUT VISIBLE, TO THOSE TRAVELING ALONG AN IMPORTANT ENTRANCE CORRIDOR. PROPOSED WINDOW GLASS. ALL WINDOWS WILL BE CASEMENT IN LIGHT GREY. AREAS GIVEN THE PROGRAM REQUIREMENTS, THE PROJECT IS REFINED AND SIMPLIFIED IN OF GLAZING WILL BE REQUIRED TO MEET COUNTY ENTRANCE CORRIDOR REQUIREMENTS. ITS AESTHETIC, BUT REMAINS APPROPRIATE BY IMPLEMENTING THE IMPORTANT DESIGN THEREFOR, VISIBLE LIGHT TRANSMITTANCE SHALL NOT DROP BELOW 40%AND VISIBLE LIGHT PRINCIPLES OF SIGNIFICANT HISTORIC BUILDINGS IN THE REGION. REFLECTANCE SHALL NOT EXCEED 30%. C. RELATABILITY TO SITE AND SURROUNDING CONTEXT H. SIGNAGE THE LOCATION OF THE PRESIDIO APARTMENTS PRESENTS A UNIQUE SET OF CRITERIA ALL SIGNAGE WILL BE REQUIRED TO MEET ALBEMARLE COUNTY ZONING REGULATIONS. WHEN DECIDING IT'S RELATIONSHIP WITH IT'S SURROUNDINGS. DIRECTLY NEXT TO THERE ARE TWO ENTRY GATES CONTAINING "BUILDING IDENTIFICATION" SIGNAGE. MARTHA JEFFERSON HOSPITAL, WHICH HAS A SIGNIFICANT PRESENCE AND SHOULD BE CONSIDERED, PRESIDIO APARTMENTS AIMS TO AGREE WITH IT'S SURROUNDINGS WHILE CREATING A DISTINGUISHING MODERN AESTHETIC. MATERIAL SELECTION REMAINS CONSISTENT WITH THE PALETTE OF MARTHA JEFFERSON HOSPITAL. BROWN AND TAN LAP SIDING, STONE, AND DARK GREY METAL ARE FOUND THROUGHOUT THE HOSPITAL, AND ARE REPRESENTED IN THE PRESIDIO DESIGN. THE COLOR PALETTE RELATES TO THE HOSPITAL AS WELL: WARM GREY AND EARTH TONES AND LIGHT METAL TRIM ACCENTS ARE TYPICAL APPLICATIONS. t PRESIDIO APARTMENTS PROJECT DESCRIPTION ARB SUBMISSION ALBEMARLE COUNTY, VA 5 OF 29 NOVEMBER 25, 2019 (AMENDED MAY 5, 2020) • • ;_,:or �^ `• R T, ' T• _ ,: `.S • _ - •+� '- Jar r _ t/ t • , gli 4N - •.14... { ,, �01':77 � ::' ��•• `17,,� rrr F r r •fir I,� �.r' J >+ �5 . t• '.1 \� te � r�. �I Are / I£•' 'v,re, ,<' • R • g a li,_•;r�', *.. Irrrre 'lilk 0.1 le'. tr:. '1 NVAZ"1"-• ,„ ., 1/4-. 4 ' • i y 1 -ir 1. • :Is; S +. s s lir ,.. 9t r .111 :,' 4 ••••.... •„ 44,410P • ' 4 1,- 41, ''- g•' ir.. . . .. , „ .. , _ 1: iii, . , *.rt. s 1�i fl q' rwar. pia 7 tkl:ir r - ' - - } .. . • i�.�, " • {`fir. . r ,os ®4� h rr_ leAT �, - . T .11 STATE FARM - y • , Y � +I . SE111111L. 4*.... ie.) _ .i • _ 1 , 401ii "j� , r + • I T . ..... . . .,„ ., . ,, �_.. "� .a.. _ ! _ ''S`;^a fir - '.'�. s'F _ .^a'� Al `% ' `< s ♦�.' .A." r , ,} iet.F•- • N. • a 4. � vR a P • ! 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M( r• t t . - ,ra,?`'. - • . i,•' 'rs -. . d • •-i .rat mgr �. i sue[' r « •. • C �a.0 r IN c,. ,° . .r�r y V rf•-cyr'+ _ f�141 • Yr r.' •.7if Ile .r ,. • •.. ,. '« a , - ° ~"�,it 'f*L,. ... -, • 7 Y *- • • l'i • —: * tale to PRESIDIO APARTMENTS VICINITY MAP ARB SUBMISSION ALBEMARLE COUNTY, VA 6 OF 29 NOVEMBER 25, 2019 (AMENDED MAY 5,2020) r. 5 11 ,` P: 1 , , T. '•.t. .h ', ' ,.e_ ->. it% -'', , .-..j -21i 7, ._. .,.. ,y. ... ,... 4 , ,-,?" '0.-vrii,. . . ' rk T ._ ,.iiiioi,..iii .07, .l , - ...ikkkb, . ,. . . . -..-- -' r �- . EXISTING CONDITIONS EXISTING CONDITIONS CONTEXT MAP -4111,111rillt- illaillillesis ___ iv . im. 111414 - ,.. ..-- Illaiiii . 1i,, ... �� _ �st Illiniveummi _ Ili P. rilr�1elin - lit ' ' _ :IY-711--' 1.1----'-:.. ' .._.. ,. . _ -A.:A.44 jet,t,, pii .0- A Am,_ fa t •, NI Illmi i- ;Irir7 I iii f )1 . rst.. 1 _ A sgo y;...0. . lik:_- .. ' "!---' t . , • , i:s‘z. '::.1 . - .';''. - 1 I MARTHA JEFFERSON HOSPITAL 2 I MARTHA JEFFERSON HOSPITAL REHABILITATION SERVICES 3 I MARTHA JEFFERSON HOSPITAL INTERNAL MEDICINE • r -410- .1. Age '' :., - , ,e . - 1°111111111121 ger- • - • '�:�- _ •*lo — ' w ,_ ' •- - ' ' MIT I �.•+ •• i•. �` It -.. _ r _ —== ' ICI I I ` tt .w t `� • ONE .+ . _:- ty 7 -,. ..1i---1 ir: -- - , - 4<r ***- '''-'''- --- ...,-..-t- , . .,4-,., _ of i .- I4 I STATE FARM OPERATION CENTER 5 I OVERLOOK CONDOS 6 I OFFICE CENTER; MERILL LYNCH PRESIDIO APARTMENTS - CONTEXT PHOTOS FARB SUBMISSION ALBEMARLE COUNTY, VA 7 OF 29 NOVEMBER 25, 2019 (AMENDED MAY 5, 2020) t / / eft- ' �`- • so`A \ ` ,,7 �' BUILDING TYPE 3 41111 I C' NI, � t � it --)yr.„...„..... ,, ,.-. -,,.., _ .. ./ - , .::- ..., ;--._ , , • ?/'1 L.tt�� 'rye _ ,, t �:-, IIP .0"'.. 40. i 6 .).' ofioiP`'''''""__ ""...---- dr zi .+-, -,•0"" 1, , ii/ ‘ ','•/ c\,- vc;v,,,,' •1 0., .... N i •--- 1` _.„,‘ 7,,,-- f CLUBHOUSE /f> / ? 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I le PRESIDIO APARTMENTS SITE PERSPECTIVE ARB SUBMISSION I ALBEMARLE COUNTY, VA 29 OF 29 NOVEMBER 25, 2019 (AMENDED MAY 5, 2020) 1 2 3 4 5 6 7 6 9 10 11 12 I 1 I I I I I I //��,n//wt.��ss��aa// Iglk ��,��`�I ann�A�A��aaa...www������aaa...www//// I A �°0 ,�° /°- A 0 / I •„ ELEVATION - I: _ / I - _. / _ LOWER RARM� - KEY NOTES 1 a 'ITN, GOF BRG. - r- - __ _ _- - . >0 )II Q WIDE Pixy NEVHL MEM TUBER PAPE.00511 - - _ - - _ - EILEN ERT..D DO NEN5.0.51.1 x STONE I�� - =i rl � o �'o o =_ o o =o I. 10 =o =� o A007 dliiEx WO ppwNSfpx B - °iiii Hill - _A I==� I1IIlI illlllll -- �I� III. IIII' I1111111111yy1 1111 - I III - I��= - -� - 1I III _ B rMtrosEgesuySDWc SLOWER WHEAL .:I I,. BIIIIIII jai, I11 11■IIIII I Y11 I s hill b I.II�RI L O � o V O 0 O Y IIII. 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O` `� - THE PRESIDIO - R mm �I I I—•� ►ll�o O O _+ l 0 O ■O ,O 011ilniii O V o rC o II'� I IL � III1II IIIIII7lIIiI QIII IIIIIIo� o -J 0 O 01 II { 0 o ~O h .D. ALBEMARLE TR a 'Ba _ .-_ - -. -2.�■. .. _ k _ I I — 7N , BUILDING TYPE 1- N D 0 Q\ 0 o O 0 0 K ELEVATIONS K1 BUILDING TYPE 1-SOUTH ELEVATION A4.01 I I I I I I I . I- I I 1 2 3 4 1 6 11 8 9 10 11 12 ao, 44.66 1 2 3 4 5 6 7 I I 10 11 12 I I I I I I I I I I ek && tlk 01 t c7 MEI qa7 53 , A ,_ --,. 0 A _EARBPU, ..121. . 0 ELEVATION - a-7i z=zy 0 0--- 4.=_L:, [ - 0 , 0 31130T.r:;EN. mowlEil ,..,..m.1111SEREARK . :1(.7:::T!Se, .. 8 MI= Fall = - --, - = 0 i i i iii I 111111 III I : pll Flo1417:2,..10ii ___ _ _ ...SI ASHFORD MAO..MEV 1/41 MOE _, '-- - 1 " -- WHAT ROOF AlifiGLES 111111' _ qui ,,,,, II i ,,,, ,11[111.H:, 1' ,,,,,,, I ,, -1-. ....1 ,,,,,,, - PLUMNANIA GUTTO2AN3COMSPCI1T B - .__WW.• - AOCOTONE Rusnc SERIESUP C-) IMNO =ara.mmii-s. 0 „-;- - o 31V5%--041 B _ _. 1 L. TIGNAGEMEk SG,AGF DESIGNS,'MESS 10 SE Ell= will 0 = I 0 0 0 !IV 0 EE a E-70 SUN TIED USER LAMM/SANSONE..RT WATS 7 6. - __ -1_ - r pi= 11111 11 11 ,1 11111, i i i I H 1111 ill li 111111 1,me I - 0 WONG ARE SOX SEEN.SIGN TOSE I.CCATED OM 1111 : ' -7 ROST OF1.1.110 MT SEE ATE FUN MR RAMO 011ENTAAON 'IWO 21-3 3.1.1Ar NA 2 137f1E12'El="Ir.US CA. ,L, 3 AC 0211DEMING VW MEI/MIMI. 171 IIII I El _ ill ® ° 1E ° Ic11310, ° , , 0 ii oi n o - _. 1). 10 1111 0 -0 0 El MAT MIME SEE B.ECTICA. 5 COPING.A 18 ROOF SEGE VEHT 12 VOX2-1/2 FEES CEMEtrt TRW(IRON GAO COLOR) '- - 11001011 II 11 _...... 11111321 h111111111111111111111111 -. ...- 1, 11.....o .r.-....A,Eir ., 0 IMMOdl 1111111111114 , 'III _ii, 11111111 _ -.- toMPRI-Or 18 WA A FIER GMAT TRY 19 LOWEE C a. _1__. .--AA _sA , 22 OFF POGE VW .....C.1.-_'.---.1. - M - L ILL,:---- =MN II.- •- miimm C- m= ra --- K__.5 is Ei _ _ --,-r-: 12-g Ill III 7.-=,..-_--- 9 ,9 I®19 0[ o 0 0 -12e=---.2,-, og ITIT 0 0- NOTES 1 EL Ulll 11111 -Z' i -jr= .A.''' 111111 #1 1111111111111I11111111111111111 1170}:I ._., m.:7---::----=:;- 11 III'II Illri 1 111111 LidI ---_ - 72'- - III 1 1,11 1 I -QKM AL FOR VONDOWGLASS`ASCU USW TAVGLIITTNILE MT I WEL NOT MOP 13130.0.METE LIGHT RERECTPACE MASI.NOT EXCEED VA- EDAZZI i (1) ' o NM VISEXIT,OF ELL IIECEAMICAL EOUMENT FROM TNE i Er - 0 0 0 ..' ENTRANCE COSMOS..BE ELEASATED 8 BUILDING TYPE 2-NORTH ELEVATION ur.Ilr i i D1 ank I D AO 52 "Zi D i Fr E 0 01...-1=P3LMI"IInI,,J- ,-1 u 1 rl4/1 1100 0&00 L. 1n,I,o,1,10 - . ' 44 Mw,,1',11.,,1_,, AO _ -PKAR47A1P6U'‘G,1A1-71N-E5a1-4*1, . o 00 0 o - Wi:! 0 ® _ 0 E . 0E .i 0 0 . o _10 - m iIe1iII,I1iI1 7341-4, r ., I , : 11111 8 i 0 1E1 I 0 0 . 0 F .. ISSUE HISTORY DoscrIoNoo i Ibb!1111111111, 1 18 limin 0 0 o___ Imml e 1 10(3112019 BID 6 MENG SET 1, I r Tat• '15 4' I I l 'I UM-. 2 11/1.012 SS%CD SET -4. - _ 1/55 I-2--2 Illi 0 _.15:17:41-S: fil 0 REVISION HISTORY I ..__...„l 0 Ara 4126a-66a 0 agr.-4 2-, C) No D. DoaceNNIon . ilEtli & W).-0 1 12/20/2019 RS REVIEW COMIENTS i liVE WI koji o 12 0 kt a 04/03/2020 AS11 6..te 0 7-0.1 _ 0 1011111111111 &WTI ea. = GROUND LEVEHs, =.--- GROIN I_VE.I. p• 5 06/01/2020 ARE NEI:111E5TM REVISIONS 2 - - 1 1 , 0 0 0 0 0 2 I 1 G ®BUILDING TYPE 2-WEST ELEVATION G7 BUILDING TYPE 2-EAST ELEVATION III 131 AlAk Alf ...„, . AO 52 MP W - - FuGLEEERG KocH .„--- 513 trap,Tra I S n r Po t R 31789 OM 6.,050.5 0 .1.136001. 0 totexTxr 0 -I H I 19 f-AR4 Nr-04-. H - I r- , t r -t- _ 0 r - mr, 0 - a 4_, _.,.. - . - Tig- Imp - ,. .. M --_- ,:- Nom.. .., .....-1,.... 0 WI°=I 0 I " - r 1 -, __ .1.-...niil I==n Tr= !I 11-0 0114 0 0 OM® 101 - . _ . - - -- .....4. - II: 11111 M i 1 .11111i,IIIIII1 7- IMIlmo. 11111k I II 111 UM i I I 1111 1 11 Hill 111 =41.: ..1111„,: A. ,, , , ,,,, ,,,__. 0-mol-s• Wie0 VMS r ... . ... ... r. I ii i ,,, ... 6. _ 1.7wirm 7--- IINII N m.gli 0 iim11E-orb:-CI 11 11 ° 1®11 MI,.=..M 1°1 iniD 21111111111111®11111 C)01 - ! -= • WI 0 1 111 11111 C.,_ 111 111111 . 1 I .11.. i I III I 1111111111= - ill II 11111Mil N=11111111 IIIIIII11111!ill = I 1 11111 11 1 Uhl II_1 WIT . ....m 11 11 1 1 11 1'fil r76.i=6. i O 1. II I I I m..EN 01 1lig 0 El 0 .. ,T1 mmilml i . III .. 0 10 .0. ..., ® ,., €10..,® 1\ .... ,... ,..... ca, . - 00 . , 1,1,,k ,,1 1 „,,,,,,1,1,„1 ..,.„ _ NAMMA o IIIIIIIII 11111 11111111111pH ° , - THE PRESIDIO - ,..- --- 0 ' 10 7 TV li, :-_------=---:--1 -----=--=--,_ =_11;;;Qmili - SG. =- .. IIM im ' II _1 ______ 1. Iffl (RI '-" -0 :=17:1 711.---z-Tr. 0 .,_,-..-- 0 -'101 0 _711-1,2,1,_1- I gm ° UM o _I o o - K 111111111 -_ _„- 6.111-- --=,--,,-,- -W 111111 1111111111 1111 11111111N11 ----- 111111 1111111111111111 1111 11111111 111r , 7_ -..--,.6 - -Ipa ,. I.1 .•"11 .-4 111111 111111 I K BUILDING TYPE 2 - ._- - Qix,,,F*_. ELEVATIONS IME mm 1 0_ 0 0 0 0 0 GBUILDING TYPE 2-SOUTH ELEVATION ic.Id A4.02 . I I I I . . . I I I 1 2 3 4 5 6 7 8 9 73 II 12 1 2 3 4 s e 7 8 9 10 n 12 1 1 1 I I 1 I I I I I - - - - AI AID1 ilkm BA m �55 C m Y Y �\ I IO // I I I A`0 - ,- + / I — ELEVATION 0 -- 0 O 0 I 0� 00 O . �O RDDiRRG KEY NOTES: p� - REP aRD�R.9 M.�BBB«NDDTH -�_1 -O O O O O' Q O O ��4 O o «E�R,ORINGLES K ARE«.�9,a«E0 IIIIIIII Ulu°i'I �. ° n I III © Q kQ Q �II �1111 �� —� AERwTaooFs«xagII II I� O __ ..w9w.w LAESCING oownsw.,r II FVF -Ili uii ,I, ,'I r O � Innnlll INlan 11111I III IIII II'I- 6 6 ■ In WOOOLONE ausnc SEVESuvsOWG SLYIERWMFAT III N,I„NI IIIIIII 1 8I PA, R «U ONG:YgfO LA f IA MIIN _ _ _ _ ' � ]1 JIIi _' I'� -OF_� �- ■ I _ Q , 1O O LASSORY O'a_ Ii' IUWn Wlluli GI__ _I% 111111lIilii I _ .'I A t.IIIIIIjnnl°IIIIIIlllll 'IIIIIIIIIIIIIII nInIIII IIIII — .• HI - ,.hill ice+ ��VVFFyy�Q� 4,5 12 AC CONDENSING la LC05 AMU .'■ -;■III -' �I1, c -. .1� �� - _ re 3 �J,_ flru ,�, = O° , 0 s0 ROOF WOE WIC MaEcmlu. auvcaDR _ .. s ELECTRICAL SEE OVE CAL 15 COPINGS. liili - l , s w� ,R.IIER,w I IIIIIIIIFILL!Il 'I Illilll, IL'illllllll'iiililll'iiivill _ -:-Iliiiiliilllililllil l 1111 Illllllllll lll!lil.11 ••— --'—�- I %IIII IIIIIIIIIII GNDUNU a L Fa R CEMENT. C - -- ---_- -_ _ at--- - - _ = LE1�� G A Off ROSE VENT 0 O O O O O NO1E9 yI S.,HOT DaOPR.C1S k011.NSBE LIGHT REFLECTANCE f C1 BUILDING TYPE 3-NORTH ELEVATION HOT EXCEED se. 4 SOU,r CF XL I�HN ICTA EWER.°FROM THE --- - - - - - -- - ENTRANCE CORRIDOR snuLeE EILIH«LED c� 0 A< ®I 0 I G .\ a - /l- - _ O 0 0 0 O O_ _ ROOF ' J / ' I 0 / F I;Ir 0 -0IO QIIIIIII - 0 I I O °i0nII 1111 I 1 E I O I I 1 O a s t 0 O 0 10 -I —O O� �O t= fa ■ImI.■ ° o mi.. IIIIIIIII I NnII 0a � ` �E _ i ® -_ -- o 111111010111 �fAdBDL ii ill III I , IIIIIIIIIIIII _ o _Eyp�, JSASELNG�E"EL ISSUE HISTORY F _ ! 'f 1_ L F No. MY O4.vMbn INN N X ` OI"— lam_ _4 ^I ��f _/I ) yyy p I B 0 o I� l!' -�_ `l -Wag l / 1 1tlJ1Y1019 SO 6FRICNG SET i o -y O O 1111LS019 RS%CD 9ET e--0n—. 1111 ' .- ' III L REVISION HISTORY BASEMENT Mo. D. z _ �p `\�J-�// _ N 1UtIR1019 JPS REVIEW COM.ENTS �/ I WW2= A511 1 5 p5Q11m10 MEI REQUESTED REVISIONS I I G1OG7 BUILDING TYPE 3-WEST ELEVATION BUILDING TYPE 3-EAST ELEVATION I /...-0. G G ® IA.55 W 0 - RJ(� BERG KOCH i r j 'c=3 I I I I \..\ © ursrm0l troll Mtrr Pot fZ J1]As OOP&•P-Orar \ wvv.R�F�b w AA1(OOSIOf IH ( I I I - - /-O H m..MM `�' '.*� 1 _ aaaalal■�® 0 �� _ O v - R9DFRR G� o -= �■�=� ��� -II � o o -o = o ;._:,,,a.I o =o =�. =o��� I. IIIIL f- - -iii - _IIIIlJUI!i ®! ! I ! ®111I II I MILLI IIII. i, Illl 1 i� IIIH y - II „ ..,,, _IIII :,]YA O m.� a—«...N. _m. _ �-� O��O� .„Q- '� e 0 LEVELS :_ � _� 1�I I� 1�1J! ! �_ , offs : oI1 ilip RIn1 _ Iluw.ul a unn ,iIT - in_ — 'M.I PII h 1Ip�ypl— _ 1aSTre• 0• O _ T o�oo . oo Or o lob o , o � o 0 0 • _I 111 --- III q,lll IIIIIIII IIIIIIII IIIIIIIIIIIOIII III I I1 Q I -, _ � �� II!IILI IIIIIIIII Ill 1pl IIIII IIIIII l� Imlllllllllllllllllllllll�llh/� I I IIIIIII - ,�� 1' 1 l,l�l l - THE PRESIDIO - _ O O — -Je 0 o - I�O�I. -- GRDl1ND LEVEL f. ,_ �li: — -0= '�' - •-+ -- a V AIBEMAR E COW,VIRGINA F... r. (IIIIIIII IPII. °N D ° ° 0 ° If ° ° ° a p _ BUILDING TYPE 3- I Ili — _I= = IIIII luII. Ilrll'1IIIf Ilnl ,III IIII '—;- = IIIII; O C O O p �N„�� I( ELEVATIONS 8 BUILDING TYPE 3-SOUTH ELEVATION A4.03 I I I I I 1 I I I 0 I 1 2 3 4 5 6 7 8 9 10 11 12 "°' m..T. 1 2 9 a 5 6 7 8 9 10 11 I 1 1 1 1 I I I I 1 Iilk Ilk Mk MP IMP "41P -- i' _ �$ L ELEVATION T — _ E 1�_ _ 4p-- O ® L 0 a — KEY NOTES on �,�� 11 O I -,O O O m .— O WOW FM ELR KSr5TB6 num SW SYWIK IIIIII MOM— I eLEK OE1 0310FOD.10DERQt BVEVEUSTDM (IIIIIIII IIIIII IIIIIII .-. IIIIIIIII IIIIINIIII �— .6RVLTK00.111IBS _ B - V ° ®- —�_ —Q? �T-I y�- 8 w000To.alsnc swEswisMn,suwmw 1 _ rim PI va O K P.01 WSDPW WHOM&Mff IA �p w pl O r'_O' _--- a I • :loll' IIIIIII _ ■ II. ■ - /� Q DESBxeronrtns TOPE VENTS \O III \ '' IIII — +�` ,_ IIIII ,1 O 10'77T`� aFROM OF Burn.OW(SEE BATHROOM tLSIIE RIH F0REU1dM0 II III.IIIIIIIII _ ME. —r r r-.a r r s- arr NI MN - = a .3�?_=£� i:.a GRADE61 EunER aaiEAAsff aEcmr.. - _ — I I —_,IIIIIII — Ti I oils O O _ __ p 0 6c`D DEKS.GDEE M./ IIIII-. - -- - =I�I _ _ IIIIIIIIIiIII 10 ROtS OF PD.verr BEC1RIfM IIIIIII - _ ._ I —u�i! i1u II LII - ' e .e�11 nllnul ix.I OW COLOR) __ _ — - � r�R_ ne v.xa+rs MEP telex. � _—_ - ��—.— D�+��� u.vu6,R law ca+eKr,ar ■• N.LOOKER © , ©' 0 0 m Re DE EM MOTES 1 OBUILDING TYPE 4-NORTH ELEVATION .+� a E„GT^,M,50,IT,M�EI°' D1 p Ka°R 503E Low REFLECTANCE 1�8-1'0 MR15wi poi E%CEEO w. _--_-_._ Maury of.wow.,R.I..MN THE C - BI,PNILE CORRIDOR smo BE Eliu BATED I na 56 D1e t 5T D 0 - I- - - - - d5 1T 5,/ ^ d>'s � _ v'K "T7 _ _ _—_ y 1FEL!ee I k� O �..� ,tug.S P .Yh f5 f ei LQWER P.R.PET t4'<4■Oel' lei O O nooFlRa ° r .; • _ xz.T�c - 4III1E�1 ° fp pp -� _.� --'.,'IIIII O I O■ � I p Illlpllllllllllllll�1 —O— —p —1_ 'I 'IKO. R aa�T�iS•� e{__ - —�-1.. .. I IIIIIIIIIIIIIIII I • ' �1 — — 1 _" 11�7__. ...IIIIIII _° _ O —^—_ _ n111nnnnlnln x1aY. I O' in -9� A —IrZ� li _u!!IIIIIII- O xray:-� o—+ O I— „�I IQiI' v-- J ���I OI_ O 1E E '�+ ,, IIII IIIIIIIII MO E �— ` ---=—ISO _IIIII _ 1 I IIn i• _I�1•,� �El® ••I'�I'pF 11� 1- 1 I �■ �'� F O II III 0° - pD = O° III IIIIOIINtlllll O _=ip 1-IiI��I li I,Iih- "" F� — .lilOiiiI 11ILIl p 0.. p' III II•n'IflO1 ,d- O NI Iu I =hlll LII_.II re_L �■ O s� v IIK II �yE�� O II p�1�_ _ n1■ � 0 III III III n 'O: O' I� IIiOilillluliiiii '� I— O III III_ O a � O O O �0 _� ��1I1II O' O O u ,O i lUl__ _ _ ___ —- - DDIEVl ,..,- _: u 188 .� GRQUIQ - — 1 F - I I O ° 0-' -- � F R. ISSUE�` HISTORY 1 _ I 0 O '1�IIl0 o I o it I ° I I , ,WlLA19 9USRDCRIG SET IIIIIII. II Q - III III I I, 0 x 1,I15D019 NIA CD SET / II 1 �BI�gE_ur_Er�M I a�sEMEr+r REVISION HISTORY 1 /I 14EM1019 FS REVIEW COMMENTS M ' O 401/2 0 AS I I r 5 O6N,x202D ORB REQUESTED REVISIONS 1 G1 BUILDING TYPE 4-WEST ELEVATION G7 BUILDING TYPE 4-EAST ELEVATION j Marro• G G m DT K1 r w M 56 AK 56 ® AID,,, ® 1 i i 11_ _-- _ _ ;511SlT 1. h �{IM A.1)0003/OS 0 0 0 Hmo.I � — -- __ -I BM Tame.hall M.r Pet NOT(62.OM H ff.. ...- ' ,.. •.._.�� — --- -/ O _ _ xrir _ __Iliiiuli _ _ _`oi •_ mnnih �I_ I� '. III 0 =�_ _� T L11116 III nil �� 5,5 _ IIII ° E._ R .■R o_ �� - it i�Hi_ °1_� o — O MI r t ry' 6 IIIR11'—ally-11141II • — - • I I _mils,. - _I -- '[OI! —I ee = 111==M1,�III Illlllllll . V IIIII IIIII 1!✓� .:. 0 III Q - - - - --- I E' _ OBI SP z,rE.51• III IIIIUI � sir = Or 'IIIIIII o =-1 _, ��R.. :.ATONIC 11 S ... '1 n1 = ■I.I. �1'�.( '� FIB I p 1. _O 1..la p IIIII _I 0 p II = �'� I IIIIIIIII I,I O ©, II IIII O LEVELz IIIII _ IIIIIIIII _ IIIII 11 ill _11I ��11 Fr D4 } 1M1D 0 p IIIIIIIII IIIIII �.J IIIIIIIIIIIIIII o ® 0 O , III �I IIII(IIIIIII •b __ �+RD4R9 LEVEL MO. .— —_ — — tOM W — P THE PRESIDIO .-- I_ ���H� %i11� = r I �� 11II � Q■ illplllplMi � ° O =— y• `C MEM ,%REe6.m E COUNTY vE,cPu xa —— r '" BUILDING TYPE 4- K 0 0 ELEVATIONS OK1 BUILDING TYPE 4-SOUTH ELEVATION is.,r A4.04 1 I 1 I I I I 1 I 1 1 I 2 2 6 7 8 9 17 ^1 +2 VIt. GENERAL NOTES ■ g 111/```'' .- OWNER: PRESIDIO PANT LLC \' /• � OF 455 SECOND ST SOESTM FLOOR ' 11 ;THM JEFFER:OI ' HSPITML •=1 i(v ,�\•�\ °,� r�`•�..� CHARLOTTESVILLE,VA 22902 T� DEVELOPER: CASTLE DEVELOPMENT PARTNERS,LLC - 1 `- . \ /�/ CR. CDII IASZ 230 COURT SQUARE,SUITE 202 ` �, , No. 35791 Y CH GARRETT SLUE,VA 22902 , . / � Q, 6� ENGINEER; COLLINS ENGINEERING 'b fits 200 T SUITEK PRESIDIO APARTMENTS a � j•. *cj,� ma's+DIAL.E�' r CHARLOTTESVILLE,VA 22902 z TAX MAP NO.: 07800-00-00-020M6 DB 5224 PG 198 ' T-'�\ •E f TOTAL PROJECT AREA: P AN4 ACRES TOTAL A R B p LA N ` 1 _ • .4' O ZONING: PLANNED DEVELOPMENT FLOODPLAIN OVERLAY PROFFERS RAMC 01-015),PRESERVED AND MANAGED STEEP SLOPES L. / r�_ R OVERLAY DISTRICT, OVERLAY DISTRICT,AND ENTRANCE CORRIDOR DISTRICT J Iwo T. 44 K TOPO R SURVEY: SURVEY PROVIDED BY ROUOABLISN B GALE DAZED JUNE,2017.ORIGINAL TOPOGRAPHY IS AERIAL SURVEY PERFORMED RI V A N N A MAGISTERIAL DISTRICT - BY VIRGINIA RESOURCE MAPPING DATED JANUARY,2006.ADDITIONAL TOPO AND VERIFICATION OF EXISTING I TOPOGRAPHY HAS BEEN PERFORMED BY ROUDABUSH&GALE,WITH THE ADDITIONAL INFORMATION ADDED TO THE DESIGN PLATES.TOPOGRAPHY HAS ALSO BEEN FIELD VERIFIED BY COLLINS ENGINEERING IN AUGUST 2019.BOUNDARYUN � LN L UPDATED PER RECENT SURVEY PLATS FROM ROUDAB(1SH&GALE ASSOCIATES. __ ______ _____,---------_ - E ALBEMARLE COUNTY VIRGINIA DATUM: NAD83,NAVE 88 _ __ - ANY -� 40) EXISTING TERRAIN: WOODED UNDEVELOPED PROPERTY SLOPING DOWN TOWARD THE RIVANNC RIVER AND INTERSTATE 64. - ' C Z € € PROPOSED: 250 RESIDENTIAL APARTMENT UNITS,CLUBHOUSE,AND AMENITIES E I 1'� -��- O h 6 (100)2&3 BEDROOM APART.UNITS AND(150)1 BEDROOM AND 1 BEDROOM WI DEN APART.UNITS �� A I / I` VICINITY MAP 'N'' WATER SUPPLY PROTECTION AREA:N/A \ �� / ; // ' '6, SCALE: 111 = 1000' e"i _ i WATERSHED/WATER RESOURCE AREA: RIVAMNA RIVER DRAINAGE BASIN \ \ \- I E jl 1 5 1 ALLOWABLE DENSITY: PER ZONING APPLICATION PLAN-PARCEL I(16.65 ACRES)=250 UNITS:15 DU/AC. \ \� ( f -• CC wo9I PROPOSED DENSITY: 250 UNITS/16.65 ACRES=15 DU/AC(PER THE REZONING DEVELOPMENT AREA).THE ENTIRE REZONING DEVELOPMENT I + \\\\AREA IS LOCATED ON THIS PROPERTY,WITHIN THE 22.47 ACRES.THETOTAL DENSITY OF THE PROPERTY ES AS FOLLOWED: / SHEET INDEX DENSITY OF ENTIRE PROPERTY=250 UNITS/22.47E ACRES=11.12 UNITS/ACRE P BUILDING HEIGHTS: MAXIMUM BUILDING HEIGHTS SHALL NOT EXCEED 60 FEET.THE MINIMUM STEPBACK REQUIREMENTS FOR ANY STORY + ' / L ,\ �`✓ �', THAT BEGINS ABOVE 40 FEET IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY,WHICHEVER 15 LESS,IN HEIGHT / / TITLE SLEET ' Ti SHALL BE AS PROVIDED IN SECTION 4.7.0. / I >! ` I COVER lA SETBACKS: SEE PROFFERS,MAXIMUM FRONT SETBACK IS 30'. -� ✓✓✓ I J �'- EXISTIPROFFNG JCS II _ I I //s{ "\ r/`... \ l� OVER CONDITIONS 2 SUBDIVISION STREETS: CURB&GURER / \ -, LAYOUT OVERALL�NLAYOIJT SHEET 4 fi UTILITIES(WATER AND SEWER): COUNTY PUBLIC WATER AND SANITARY SEWER T l - UTILITY PLAN 6 I • S\ a'., �j` • _ UTILITY PLAN 7 � x E >• `.;` - - GRADING B DRAINAGE PLAN B FIRE AND RESCUE' AS REQUIRED,ALL FIRE FLOWS WITHIN THE APARTMENT COMPLEX TO SERVICE THE BUILDINGS SHALL BE A MINIMUM FIRE I / � `` ' --- .� FLOW OF 1750 GPM 0 20 PSI.THE AVAILABLE FIRE FLOW IS 2,440 GPM O 64 PSI FIRE HYDRANTS SHALL BE SPACED + / \ ,• -- GRADING B DRAINAGE PLAN 9 0 �� < I. ACCORDINGLY TO PROVIDE COVERAGE TO ALL BUILDINGS. NOTES&DETAILS 10 + / / LANDSCAPING PLAN II LANDSCAPING PLAN - ` AGRICULTURAL/FORESTAL DISTRICT:NONE - _ ' / - ! j ` _ r • _ LANDSCAPING PLAN 13 1 n T EXISTING VEGETATION. WOODED - / \ \ -• ! - LANDSCAPING DETAILS 14 V z ; ' / _ LIGHTING PLAN 15 Z / _ _ LIGHTING: PARKING LOT AND BUILDING LIGHTING IS INCLUDED WITH THIS FINAL SITE PLAN.LIGHTING SHALL �- „ UT \/A. l- ,/ p IE TOTAL SHEETS 15 g CONFORM TO ALBEMARLE COUNTY LIGHTING AND DARK SKY ORDINANCE. / J` `' _ /, .� 7 1 a. LANDSCAPING: A LANDSCAPING PLAN HAS BEEN PROVIDED IN ACCORDANCE WITH ALBEMARLE COUNTY ORDINANCE SECTION 32.7.9. / - ) STREET TREES SHALL ALSO BE INCLUDED WITH THE LANDSCAPING DESIGN TO INCORPORATE STREET TREES EVERY 40' / �/� /�4� •/• ` ALONG THE ROADWAYS. I CN ' /rr// 1; TRASH RECEPTACLES: A PROPOSED TRASH DUMPSTER/TRASH COMPACTOR 15 PROPOSED ON-SITE FOR TRASH SERVICE FOR TIE /• .- Ar fh APARTMENT COMPLEX. / - - - - - PHASING: THIS SITE SHALL BE DEVELOPED IN ONE PHASE. • V. /// `ASS- ----- l��\E �� / / • .�,I / O F/1 • 6 / ;(; 1, \ y", > i t. LEGEND W a, V 's PARKING REQUIRED: 2 PARKING SPACES PER(2)AND(3)BEDROOM UNITS&L.5 PARKING SPACES PER(1)BEDROOM UNITS •_• I. / \ / ` \ - N 100(2)BEDROOM UNITS=200 SPACES - / \ \ ,N. N 150(1)BEDROOM UNITS&(I)BEDROOM UNITS W/DEN=225 SPACES YY/ J h / I EASING CULVERT z c TOTAL PARKING SPACES REQUIRED.425 SPACES(INCLUDING 12 HANDICAP SPACES ALL OF WHICH ARE VAN ACCESSIBLE) • / ' R \ /^ \ / / \ I I dL 1E1tF < NOTE:A TOTAL OF(9)HANDICAP SPACES INCLUDING(2)VAN ACCESSIBLE SPACES ARE REQUIRED FOR ADA REGULATIONS • /, '\ ; ,` .\ S ` -q\' / / l rT I Q MET&STRUCTURE M0. W4 PARKING PROVIDED: TOTAL PARKING SPACES PROVIDED.406 SURFACE PARKING SPACES AND 20 GARAGE PARKING SPACES. - -` � «' \ • V 40\ • - �� CURB&GIMER ZJ �� 426 PARKING SPACES lr' �` .$' \,-- \ I! \ \ ` \ ♦ I J / LL k' /' ,�� �. IPROPOSED PAVEMENT a STREAM BUFFERS/FLOODPLAIN: THE STREAM BUFFERS SHOWN HEREIN SHALL BE MANAGED IN ACCORDANCE WITH THE ALBEMARLE COUNTY WATER ('�Y� , ,\ ,\ \ „/ <O� :/ LC-3A dro+ S PROTECTION ORDINANCE THIS 1013 YEAR FLOODPWN LIMITS EXIST ON THE SUBJECT PARCEL,PER FEMA MAP NUMBER \ ;.\ \ V, - \1� l � LU a 51003C01450 ADOPTED FEBRUARY 4,2005.NO IMPACTS ARE PROPOSED FOR THE EXISTING STREAM BUFFER OR 100 YEAR ' � ✓����/,,////�����r////fff�f13 LEPT++a E<-34 d70+ ��O■ WFLOODPWN.THE PROPERTY IS WITHIN A STATE DAM INUNDATION ZONE AND FEDERAL DAM INUNDATION ZONE ALONG \ ` / :+' / ■ .■ Q L V THE RIVANNA RIVER.ALL PROPOSED DEVELOPMENT SHALL BE LOCATED OUTSIDE OF THE LIMITS OF THE INUNDATION \. ` /\ - / -1 d1OV I- i ZONES. • `� \/ `-- "" .^ OEPT+OF EC-1 DTCH O J RETAINING WALLS: RETAINING WALLS ARE PROPOSED WITH THIS PLAN,SEE GRADING PLAN SHEETS 6 6 7. • `.\- l •Be\ - EARTH d/0+ Z Q Q ; B • \ ��-" OFWIETIAT CULLER/ ebi RECREATION: REQUIRED:250 APARTMENT UNITS K 200 SF•50,000 SF ��� • `. = I"`-I O TOT LOT=5 TOTAL REQUIRED(MINIMUM 2,000 SF EACH-TOTAL 10,000 SF) �. �. -_---- _- �+w' U U . BASKETBALL COURT.(2)HALF-COURTS OR(1)FULL-COURT \ =6. � ---- a' PROPOSED: .\ �.`` �, ,\ _ + G7EAIIFYC f.M15 W W O CLUBHOUSE•14,000 SF ••. ERRING CONTOUR T E POOL DEC85 12,200 SF `\ ` - - „_ 1_ DOG PARK.3,500 SF _ •`• j ,• .. -- •\� `. 'L FRdr13D LOV1dR S Z BEER GARDEN•2,800 SF � In up_ • r. ®- �`t ,`\ '. COO/STANDARD SRC^STUN Y v. 24:COURTYARD.12,650 SF `�. ` ONSITE WALKING TRAIL•9,600 SF `,„.. ��• • `�` • - PROPOSED SPOT ELEVAJKN w O TOTAL=54,750 SF NOTES: ,T� •��.• • \ • ,1 _ 7 _ t_ ' I.0 1.PER COUNTY CODE 18-4.163.2,RECREATIONAL EQUIPMENT AND FACILITIES SHALL BE MAINTAINED IN A SAFE '.> .... --- • • �' CONDITION AND REPLACED AS NECESSARY.MAINTENANCE SHALL BE THE RESPONSIBILITY OF THE PROPERTY OWNER IF r r • • NOTES: I- - RENTAL UNITS. ``� . 7 ` / CONTRACTOR SHALL VERIFY LOCATION MO ELEVATION OF ALL UNDERGRIXKO URIITES SIOWN(Al 2.PER COUNTY CODE 18-4.16.33,RECREATIONAL FACILITIES SHALL BE COMPLETED WHEN FIFTY 50 PERCENT OF THE ,T\ • PLANS N AREAS OF COILSIRUCTION PRIOR TO STARTING WORIc.CONTACT DOWER NIEdATELT K W ( ) ` • • •' ,/- \ • /- �__-. LOCATION OR ELEVATION IS DFTFRENE FROM THAT SHOWN ON DE INK,E THERE APPEARS TO � L. UNITS HAVE RECEIVED CERTIFICATES OF OCCUPANCY. `\.. �• , •`• - BE A CONFLICT.NO UPON DISCO+ERY OF ANY UTILITY NOT SHOWN(Al THE PLANS. I r - EFT"-..."' LL.. �Z -A" • i / THE CONTRACTOR MUST LOCATE ALL SURFACE NE SUB-SURFACE UTILITIES PRIM TO ANY WORK B LAND AREA: BUILDINGS: 2.64 AC.(11.7%) - r_ _ ONSITE LL PARKING AND TRAVELWAYS 4,00 AC(17.8%) TRIP GENERATION CALCULATIONS SHEET LAYOUT ANY W MLK NO/OR CURB UNABLE ICON ED IN DIE VIO/TY DUE TO PROJECTQ ' I LLJ e SIDEWALKS: L46 ACRES(6.5%) OONSTRUCTTRN ACTM RITES AS OETEMMED BY THE VOOT PECTOR Oyu BE RE►NIED AT THE RECREATIONAL AREAS: L26 ACRES(SA TRIP GENERATION BASED ON ITE TRIP GENERATION MANUAL(8111 EDITION) lI COT/TRACTORS DP0 E. SWETX•LK MILL BE REPLACED AT THE DIRECTION OF TIE SOOT a OPEN SPACE: 13.54 AC. 5.6 ) SCALE: 1 = 100' ADDITIONAL NOTES: INSPECTOR. ANY DOSING SOENNK THAT IS CUMEFDLY MEWED AND IN NEED OF REPAIR OR U Q 250 APARTMENTS EWES(CODE ILO) 1.All OPEN SPACE SHALL BE PRIVATELY OWNED AND MAINTAINED. NOT N COIPLN10E WITH CLIWMNT STANDARDS SHOULD BE REPLACED AS PAR OF TITS PROJECT T a AS WELL N A9d1ON,ANY DOSING CG-125 ALONG THE POWER OF TIE ME SNOOD BE o 1� IMPERVIOUS AREAS: 752,885 SF(8.10 AC)TOTAL COT. 1680 W (840 ENTER/840 MOT) SHALL D2.THE STREETS IN THE DEVELOPMENT SHALL BE PRIVATE TRAVELWAYS. Q F J.THE PROPOSED DEVELOPMENT BE SERVED BY PUBLIC WATER AND SEWER. UPGRADED TO MEET CURRENT STANDARD MEEO. N . PARKING AREAS AND TRAVELWAYS: 174,260 SF AM PEAK: 128 SPA (26 ENTER 102 EXIT) 4.THE PROPERTY DOES NOT LIE WITHIN AN AGRICULTURAL AND/OR FORESTAL DISTRICT. SIDEWALKS: 63,510 SF PM PEAK. 155 VPM 101 ENTER 54 EXIT) / All SIOIWO AHO PAVELENi IIANdOS SHALL E OOIE6IF11I AIN THE MIlICp. n/ 6 ( / T) 5.THIS 289D ADOPTED LOCATED FEBRUARY 4, 005. LAIX LIMITS,BASED ON FEMA MAP NUMBER L.a. BUILDINGS: 115,115 SF 51003[0289D 4,ZOOS. • RIGHT/LEFT TURN VDOT CALCULATIONS 6.ALL PROPOSED UTILITY EASEMENTS SHALL BE DEDICATED TO PUBLIC USE.ALL DRAINAGE APPROVALS I DATE Q 1 PAVED PERILING AND CIRCULATION AREA XI 174,260 SF PETER JEFFERSON PARKWAY EXISTING TRIPS(BASED ON 2017 TRAFFIC EASEMENTS SHALL REMAIN PRIVATE DRAINAGE EASEMENTS. ANALYSIS FOR A POTENTIAL REZOMNG RI THE PROPERTY) 7.STREET TREES SHALL BE PROVIDED ALONG PETER JEFFERSON PARKWAY 40'O.C.IN DEPARTMENT OF COMMUNITY DEVELOPMENT G ACCORDANCE WITH MOOT AND ALBEMARLE COUNTY STANDARDS STEEP SLOPES OVERLAY DISTRICT: MANAGED STEEP SLOPES ANDPRESERVED STEEP SLOPES ARE EXISTING ON SITE AS SHOWN ON THE PLAN. VP H: PETER,EFFERSON PARKWAY PI.ANNER/7.ONING 8.PUBLIC WATER AND SANITARY SEWER EASEMENTS AND ALL LANDSCAPING MAINTENANCE O g IMPACTS TO MANAGED SLOPES ARE CONSISTENT WITH THE ALBEMARLE COUNTY ZONING ORDINANCE-NO EASTBOUND: PEAK AM: 194 TRIPS PEAK PM: 322 TRIPSA. IMPACTS ARE PROPOSED TO THE EXISTING PRESERVED SLOPES. WESTBOUND: PEAK AM: 408 TRIPS PEAK PM' 210 TRIPS EASEMENTS SHALL BE ESTABLISHED AND PLATTED IN LE FROM CONJUNCTION ENTRANCE WITH THE FINAL SITE PLAN. ENGINEER 9.ALL MECHANICAL EQUIPMENT SHALL NOT BE VISIBLE FROM THE ENTRANCE CORRIDOR INSPECTIONS I ' I JOB NO (INTERSTATE 64 AND RICHMOND ROAD).ALL MECHANICAL EQUIPMENT SHALL BE SCREENED BURIAL SITES: NO CEMETERIES WERE FOUND DURING FIELD INVESTIGATION OF THE SITE. LEFT TURN ANALYSIS: (45%LEFT TURN INTO SITE) FROM THE ENTRANCE CORRIDOR BY FENCING AND/OR BUILDINGS TO PREVENT THE VISIBILITY ARB 172131 PROPOSED TRIP COUNTS MEET A LEFT TURN WARRANT OF THE UNITS FROM INTERSTATE 64. DEPARTMENT OF FIRE RFSCUF. 5 STORMWARR MANAGEMENT:A VSMP/STORMWATTR MANAGEMENT PLAN HAS BEEN APPROVED FOR THE PROJECT,SEE THE WATER PROTECTION PLAN RIGHT TURN ANALYSIS: (55%TOTAL RIGHT TURN INTO SITE) SCALE AI. (WP0201800027).THIS PLAN REFERENCES AND ILLUSTRATES THESE FACILITIES FOR THE OVERALL DEVELOPMENT AND PROPOSED TRIP COUNTS AND TURNING MOVEMENTS WARRANT A ALBEMARLE COUNTY SERVICE AUTHORITY ' I N/A >s DRAINAGE DESIGN.THE FINAL DETAILS FOR THE CONSTRUCTION OF THE STORMWATTR MANAGEMENT FACILITIES ARE RIGHT TURN TAPER FOR BOTH ENTRANCES. NO RIGHT TURN LANE VIRGINIA DF.PARMENT OF TRANSPORTATION v SHEET NO. > PART Of THE APPROVED WP0201800027 Y56TP PLAN. IS REQUIRED. HEALTH DEPARTMENT lA C. - - , TH op1, Gil ---- — - _ O SCOIT a COLLBis No 35791 Y MARINA JLFVER90N HEALTH Saav1CLS AT PETER laTtason PLACE illustrations sobmttted as pert of the Owner's reeving materials shall he made by the earlier to ear of()dedication by Thomas Jefferson �JOtyA1 ` w 40------ - 7MA 81J15 • Cleaned illustrative only,a�such plea and aerations shall not be mewed • Fotmdation Inc.of that portion oferr Hood identified as tax map parcel 78-3IA pi., proffers In addition m the provisions of FAA.the Owe father • that a looted avehin the I O0-ye Good plain into the Rirmca Rive COUNTY OF ALBEMARLE Demons.of Manna,&Cornmeal,Dewier.. PROFFER STATEMENT reserves the right to develop the Property n phases � is(whirl y th ....e..ry e Pry G System(i)find site pi®yproval for arty development on Peel "2 401 Winter Roan.Room 21a renonabie use of surface parking prior too denote buldotn of the P oprt as I shown on the Aep6satinn Plan(if applicable,in which cave such site planin. n on the Application Plana and to make reasonable modifications to the will include rea.ouable provisions for access to the Grrooway System):or(it) 'I • (lu.onerellc\'efin n 2 000-tr e sewn Ppliotm • e<il)eye_leJ The following parcels are to tenoning application ZMA 0I-0I5 and thus toconceptual grading pins shown on sheet AP-3 of Ems' l(provided that the Gal subdivision plat approval for any Mdop�on Peel I shown on tin o Fa,a3l•'2-aol2 this proffer taternent:tax trap parces78-20M,78-71,78-7IAad78-311(tie cue September 22.2003 "Property).The Applicant is Martha Jefferson Health Services Commie_The owner Lathed grades notvary by more than tea(10)f t asp or mart). Application Pin(aepplioshfe,in whiche.. arnmivaoa pint will of tax map woe 78-20M 78-71 and 78-71A is Worrell Land&Devebee t 2. All buildings and structures th constructed on e Property shall substantially Notwithstanding to in foregoing sentence, to event the System). Owner r)iocts It its Michael Matthews Compaq,L.G,it sneers and assigns.The owner of tax map parcel 78-311 is Mal Mee D.veroomm,t Foadrtia4 hoc.its successors and assigns.For purposes of this proffer statement, A otpb'with the Peter Jefferson Plate Design Geese and Guideline dated sok discretion to make such dedication at n earlier date,it Tory do as In £ Oee Boa's Head Pont. Worrell[and 3 Devebprtem conpany.L C.,t senexasors and end M]H AidRao 5,2003 and attached a ere r Fxhg+c.to ddaion,the Verve addition,such ddirnixn shell be subject to neevoriot of a right of Wenil Clnarketesnd sin 22903 Foundation,Inc..d successors and assgns are lenese collectivcty refrnd Iu u Ife additional design criteria shall govern the adobes of all buildings mod for ngess ad egress from the Property fin the binds of the Owner,for _ structures mmtrncted on to Property following the Board of Se pervviwri drainage from to Owner's stemmata control malt e;of riparin rights n l LETTER OF CORRECTION "Owe. approval of ZMA 01-015,ss determined to the reasonable satisfaction of tOe the Riveme River for the benefit of the Owner,ad for other popes e approval pa. etc. The Owner hereby voluntarily piths that d the Ask County Baud ofMaN Deaeor of Pinang nd Commons,Drxbpmmt or ha/hcr scar. tea tobiy stipulated by the Owner.Upon de Board of Swoons• -0t Mt a J.Nwaon Hospital m Polo JMaraon Place Supervisors acts to rezote the P.opnoiy to Planed Development-Med Commercial as of ZMA 01-015,employees and agents of the County Depertaoa of Pak SP-0147 Martha Jefferson tsoaprtat at Peter Jefferson Plad requested,n acts d further sa to gee the rrgucand rpeco it l toe perm for a hospital and a. Neutral colors shell be mikefor enema building materials so that and Recreation may have reasonable scuds tothe portion of the A4,ca ety toI O 5 structured the Owner Mao the Pinney sated with the TOnbuil use blend with the surrounding tolnoelandscaye,eat contras with S. he dedicated oC. a per lie M.tmenn Per► e1 noon develop Ir(Y n b- The use of white materials will be eerie,and de not constitute the following proffers pane to Section 15,2-2298 of the Code of V irgimn,1950,u 0 N lieAbornak County 00ard of Supervisors at s meeting on Augur 13.2003.by a vol et 5.0, aimed,mod pursuant to Section 33.3 of the ABsemarle Cotmty Tore Online. predominate color on such buldug or uitoolstric ere. 5. Upon issuance of a certificate of occupacy for the Inpatient Hmpial,the o N u upend gat above-emote.petmw,s Please note that os ere l•sepia w the tollOweg uwlmeas Ths covdinm one vohmnly profited a pan of the requested naming,ad the c. In addition to standard u...+�"required by Section 32.7 9 of le Ow°c shall semi a traffic dcomd management pleas to AB+mark Comty, V l Owe ratmwledges dot(1)the re�tmg itself give min to the need for the canna ts: Albemarle County Toning C>�emace,addtional fmmd trig shall he incorporating donee eh as rideMaieg pogilo of mass me emcentivca, heel o • n1A.1.1 S Martha Jefferson Hospital et Peter Jefferson Plat.-Approved sshrxt w*ales Rod(2)inch conditions have•reasonable relation to the moonlit/rape need. ins•,see eel throughout the of the Property were development is IIIpdeuian ad bicycle acmvrotto t tit nd simlar maser.eah m may be > .. potters. permitted pursuant to de Applute heat,to kelp Me gte that approprate ad meek given the theerent availability of eh p € SP-0144 Mertes J.ff.rserm lbpiral at Peter keen Placa-Approved sublets to are klieg aliening application zMA o1-015 s deed,or Cleat,speed use permit develop .nt into the surrounding landscape program,which pin shall he subject to the reasonable approval by the W • d. Peking structures shall be coordinated n appearance with other buildings Diaxor of Pinning and Community 0. rient or Nether in bat se,and C cmdmae. co the Property. shall be meet to a4l�iov by the Owner as descri descried in such plea 2001-056 or SP 2001-057 is deed,or if either SP 2001-056 or 2001-057 s approved € without the condition providing the`the special use permit approvals shell not expire but 1 The special pa permit approvals stall nor expo.but.hall rerne,n in ettoo so song as a+e lS sell remain m effect so long as the approval of ZMA-01-15 remains m effect,-or if 3. The c sewn on the Application Plan will be to the 6. Prior to swmamee of a certificate of for the I late H o approval of ZIM-0t•IS ratans m elver either SP 2001-056 or SP 2001-057 s approved with condition that me not.geed to by napeormmrmay pat pp promoccupancy Der not ospmL fret SP-0147 MartOM Jel.noa Hosptal at Peter Jefferson Plat.-Approve.sot.,a oat retlowrg the Own,prior to wed of ZMA of-015,thee proffers shall inedmely be ai and f a certificate of occupancy floe to Inynlent Hospital(era hereafter subject always to approval try to Veginie Dcpabnem of Transportation 6 • aid and of no further be and effect. defied)and shall be made reasonably avaskble for gbh tar.In deigni g ("VDOT"),the Owner shall instal(or bond for c Jefferson a traffic spool at conexanthe mmaatity park the Owner shall onset welt the Deer of tie P.O. the intersection of State Farm Boulevard ad Peter Jefferson Pokey,or my v and Recreation Forof this Proffer Statement,the for the full cost of the taffy to he mulled at such sacra rite T1e a t The speuat use pone approvals mail rat ere cot she remau m effect so long as the �Pon� purposes signals approve of ZMA-01-15 n m n meet. 1. Subject always to to term of Section B.SS.3 of the Mende Coney Taring Ordinance as in r0.t o°Juy I,2003,a copy of which Sectior� inpatient HospimP shall he defined m the rah to he built of to appropriate Selection of to intersection ahti he approved by VDOT. € diagnostcaechrology building shown on sect AP-2 of to Application Plan Akemnively,at the request of VDOT,in lieu of instating•traffic Mimi at Betere eeg..,vg tees use you mat treat a tog mere from the Zaxag pep•rtener4 Before the 8.5.5.3 a attached lento as�,de�it A.and winch Section R.5.5.3 allows (or try portion thereof)and the etpoievr beds inkling sewn on sheet AP-2 such resection the Owner shall construct a roundabout at such et tg 2 Ton na 0ep rnent will rase a clearance.you must comp,/arm me co.:Aeons n that lonet For hither certain vmta,.from approved application plain mbject to the provisions ions constructed to VDOT design obesbon.pie.e cal Jan Spreeke at 296-5832 thereof,cool subject beam to the term and oovditiotns of this paragap� of to Application Plan(or any portion thereat). which agreed to txc[wcerm de Owe and vnooT,darrd�s accepted by development of the P,op.,nty shell be in general accord with the appkcaticm o R you shad nave any WHAMSa comrmn0 regarding tie above.rwted aeon,pease do not hesitate to pin shown on street AP-1 through AP-5.each dated Angus 5,2003,of to 4. "Der Owner will dedicate far simple title to the County,for incorporation into V DOT for public use or bodd for VDOT"s acceptance,provided that either .. cane roe plans totaled"Martha Jefferson Health Services at Peter Jefferson Platt, the Riven Rives Cornnwry'Systen-all that potion of the Property VDOT el provide erne eel fie a notaotteg t,or that the Owner can 1 Aimee Comity,Vegan,b ong Map Anoedouol inn Special Ux contiguous to the River era River and defined in the:Federal lee acquire emery lend therefor.Notwithstanding do foregoing,the Owner's a E :Mee Mermen n Agency nee flood insurance maps as lad within the 100- total financial respo lorry for the cost of such a roundabout includ a+a o ' - . Permit Application Plea"which ahts are attached hereto sat E lubaB He year flood pain with to Vent that to Cody Mal consumer-operate, without limitation,ary cost to to Owner for do design and coasteanmM ofa 1 I f "Apptcatinm Plan')-Unless specifically refemwed w the Application Plat maiin a poke nob hod as a park ad whit dedicationMal be seam rtuadaboat end m acquiring my lad needed for a rormdebout)sti is 4 Ways en[ 411, oree adhere refereed in the Boner Stn..,all otherW a pn d411 to ersteag encumbrances an d d era m of mood.Such t entiret.t°shad'be • evert ace the cos required to bell oaksignals at die same s Meer of-.:.erg a <e Anew McCulley Tine waver Mau Games.vo0T AUG I 1 2003 2 3 C ^ Jack Kelsey Steve Allshouse J312: Z LL q 1 co COi _ (-,5 �// g■ CNI LL b a CO - improvements to the Inte>raatee 64/U.S.Route 250 idercenge other that as delivered to the County peste to this ken 8(including income earned o ' i • 7. The Owner Mall contnbute to the expenses associated with improving the ' described in Seotim 7(a),@)and(c)here,then,upon resemble deereon)shall be returned to to Own,.Into avers that the system of teowat Interstate 64/U.S.Route 250 nstctoange at Exit 124 u described t,elow cormedtntinn with the Otveer,the funds contrived to the County M the • service has been provided to the Iep tires Heckel elan one(1)year W O CS1Li) Owner ad deserted in Seen 7(a),(bland(c ere wag the ismnce of a certificate of therefor,at of the a Wain they(30)deya following the of fnml site approval engineering ) mall n of ate he font Ron on ell any yL wing gnat* pan aPPe° used by VDOT or others for due eag"vecrieg and construction inch funds proffered pursuant to thin Section 8 are nevenelea tot er°RnY N r for the!nutlet Hospital,the Owner shall coolante to the County funds in inproveme ter,provided et suet funds are ultimately utilised far the expended for such purposes within five(5)yeas from the dace the Owner 7 the amount of One livered Forty-Son Thousand,Two Hundred Fifty Does improvement of the Interstate 64/U.S.Route 250®readtnge no necessitated comer.soh payment,al unexpended finds(including income earned N L (S146,250.00)for the cm�u:tint by VDOT or others of n additional turn n by the development of the Property,a are ailed for do benefit of the thereon)Meal etre he rated to We Owe,and the:Owner proffers ern further W Q W ` lone off each of the outbwed and westbotmd off-ramps from Mane 64 to Property,and provided ether that the Owner the hate no additional obtigntiov for concreting to such cxp me. U.S.Roe250 et Exit 124.Such morn shillhe mooned by an mount respotnsbdty for the emcees as sited with sash egaovemen s In �J W { equal the percetagc lino,in to Consumer Idea for All Lee addition,prior to releaseg my portion of the funds d tie in 7(a), 9. The:Owner Ins into a mnmtadum of understanding we Thomas L f— g Consumers,U.S.City Average no end by the U.S.Department of Labor, (b)and(c)beet the Corny Toning Administrator sea consult with do Jclfenon Fotndatiwti lee bmsportig euideham err desebpmrn of the _J Byres of Labor Statatics(the"CPI-tJ")for eh ye or portion thereof Owner. Property within the Monticello versed(as such memorandum my be a which tape dieing the period between the de the Boned of Supervisors amended from time to tare upon usual consent of doe parties thereto)(the > Q .c appose ZMA 2001-015 and thedate that Albemarle Coney graces Gal ate e. If any of the fiend proffered pursuant to Section 7(a)and 7(b)herein most 'MOU").Prior to granting foal site plan approval for my proposed bad* W- b plan approval for the InpatientInpatientHospitaL In the evert the actual cos of such not expended for the expense associated with improving the Mete cm the Property within the Monticello virwaled(other ten site pat construction is lea than the moue the Owner content.(as sue amount s 64/U.S.Rome 250 tnerchoge as azcasitoed by to development of the apphationu for minor nn,dmmts not nnersl to the objoctives of the ♦— Q (n i increased eon the CPI-U ns per the term hoe),all owes fords Mall he Property within see(7)yeaus from the date the Owner contributes such MOU),adro provided that tic Mew nemwias in effect between to parties F-O A returned to toe Owner oIOin ninety(90)days following ttc completion of fuels,all unexpnded finds(including income earned thereon)ghee be thereto,the Director of Peeing and Community Development shall request -1 J constriction retuned to the Owe,and the Own proffers no further ot6gtio°for confutation from Thomas]elision Fotmdnat hen the the site pMaiQ' Q W 1 contributing to due expenses associated with such ip m rovemts application is consistent with toms t the t of to Molt. Z Q H LL b.Within thirty(30)days following the granting of fad aloe plan approval for the lnpte Hospital,the Owner Mel entente to the County fords in the (If any of the rime tiered be sit two or more counterparts,each of which = ~ 0 S 1111 moue of One Hundred FiftyThousand Dotlors EI50,00.00 for thep° Peaae»W to Section 7(c)luercin etc not This doted statarast cry grad n W _ ) expended for de exp®®aana:as with the design ote�ro improvements to theill shall to acemea n original,and which together iae constitute one and the sane E construction by VDOT or ours of venous improvements to to traffic signals Interstate 64/U.S.Rome 250 interchange a necessitated by the development instrument. Y a' at each of the eastbound and westbound offSre cps from I»w.a.64 to US. of the Property within to earkr to occur of()twenty(20)years from the W >, Rote 250 at Exit 124.Such mount shall be mend by n motet equal to date the Owe concave.such fends,and(ii)seven(7)yeas from the date WITNESS the following seems f— OT E the parentage seen.in the CPI-U for each you or portion thereof which the Owe contributes to find,nfi.,\,..d in Section 7(a)and 7(b),al 1 5 elapses during the period baween the date the Board of Supervisors approves unexpended funds(Seeing income eared thereon)shall be returned to the W(1RRFr J LAND&DEVELOPMENT in 7 ZMA 2001-015 and the date tint Agemarie Gouty grants final ste plan Owner,and the Owner proffers m further obligation for marine*to theZ approval for the hgrtint Hospital.In the event the actual coat of such expense associated with net' tetras. COMPANY,LC 1— VScornecorneaeislens than due amen the Owner contrives tans h anent is e°4r° W O Peed fix the CPI-U as per the term hereof),all excess fads shell a 8. Upon due nuance of a certificate of occupancy for the Intpnot Hosed(or re b n,ad to e ow wide c followingry(90)saysfollowingacompete or r upon d e minus,erg eer r t of the Owner and de Director of Planning By �Oti t« CC �/ no 000snr d ion. a Comma-City ..ro or his/her nacesor),the Owe Meg T.Eugene Wmel,Mang, F- CC w continue to Alearle County n one-tee payment ei the amaun of Fifty (n w o c. Within slaty(90)days following the approve]by the Road of Tloeosmd IloOas(S50,000.00)teasel the cos of establishing or emoting 1 co Supervisors of ZMA 2001-015,the Ownr shall cottage to to Cady tre et service to the Property,the design of which shall be in general accord H ° fund n the emu of Forty-Far Thetoa ti d Donors($44,000.00)for e with the Aggr min Plan and any modifications them,ad Mall be Mal FOUNDATION,INC. W prefe®ay engoecmg emote of VDOT anent d with the deign of the merely ly coadntcd we the Owner.Such amount shall be exreend by G n w edema turn lees and traffic signal i d pose:ns at the westbound a an moron equal to the percentage unease in the CPI-U for each year or ( ^ a aetod off-ramps from IataaW a 64 to U.S.Route 250 et Exit 124. portion thereo f which o during the period between the der the flood of BJ' Q g Supervisor approve ZMA 2001-015 and the due eh the Owe courees E He e,Presided 0 Q • d. Norwitbaad'mg the tam of SOLIDI,7(a),(b)and(e)hereet is the meat such foals to Albemarle County.If a eel of tram service is not provided that VDOT and/orthe Fend Highway Adnomtnn ado,,pipe b torpati the the Ien Hospital wain fa one(I)year the issuance of a 0 • griming of fecal see plat approval forthe bee c Hospital,Hospital,to make 411 mZQicn emc e of opry for doe Inpatient Hospital,the en tire t meet amt of Cords • (NO e 's 4 5 6 U < E 1 r 30B NO. 172131 § NA € SHEET NO. 1B i /_, 1 I \ N Nc. ', -- ''A,`'` ,' e - \ ZS44 lli 2// /�, /lam `�, I \ \ \ .\\ . , / // " / f' — ' i / 4 \ Ai \ , , 1 , / // ;/ / ,, _ 7_\., 14 0 l /it /•7/ ? /./ / . 4 Z1'3`bp' \ 1 \ \ ` \'91 f31'__ p Aso— Nt•2CAOE7IN / // E) j / I'. / / ///_ \3.� \ \ \ \ \ \ r� O ....—.�� —� 42T,s557t05 " / Jr \ • ,tii /// // / / ' ` / \\ �m \ \ \ i\ \ \ \ \ \ \O\ O N. 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I, I / / / S. , " I I � ''� �, I IplIIII 'IjI ,I'II I l 7 / ��\ \ v y. g--1 1 I ; , 4/ l I /A I l I I 1; I I \ V ,\ 2r'°ea, � x �� / I /,y,\ 1 / l/ If�l�/ /, / 111I111/I ; � I I 1 �' "/ �/ / ';�\AV \ � /� �� � �� �'" >3 II ;I� II // / 11 1 111 ( I / / / II '// \ \ ,' , I .I I/ // / ,\I I I I I I I I / / // ° �, \ ` 314,1 I — , j/ / / I 1 I I I / / /,."MAYCHLIN -SEETH7SH \\ t\ I� moo- I l i I� `��I l�I �'I II I I I I / q��hll r---r----------- F / I REVISIONS 4SEI COLLINS ENGINEERING DATE REVISION DESCRIPRON 11/15/19 INITIAL SUBMITTAL I e 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE,VA 22902-434.293.3719 PROJECT , 8 Yo r N i �1 MARTHA JEFFERSON HOSPITAL APARTMENTS - ARB PLAN v, ,°.\° -• "° SHEET EXISTING CONDITIONS These pions and a,epckited documents are the exclusive property of COLLINS ENGINEERING and may not be reproduced H whole or in Dart and shall not be used for any purpose whatsoever Inclusive,but not limited to construction,bidding and/or construction staking without the worm written consent of COLLINS ENGINEERING. 1 /7 • I 1 e /, • / // I' 'I\ •♦ I 1 // , \ ; / , /// / y �( '. , I III O, / • ,, ,/;// ,� // I Iy 111 1 / l © G, ♦ I ;z, O \ , Z r , 1 \N t , ' / F . , \ : �, II __/ \ ♦ / D'gA / \ n / m « , `I/ /' ; \ L / NO mA m O2 m pC 2 blgtO • --' l'ilkjs - \ \ . . \ `,./ \ =• rI # ‘...; ,, . \ ..°11,14..ed:17-44411°. /7 ' . . . ----- . 1 iHill 1-pi ___0. i -i,. 1 ,8 -g.;. —i-- dhl Slig ' ' � . / • ! N PA'(\\\ (142' 11'171; • ., ,ii ...•,- -..ik ''' \ ,.,` w \ ` \ \ ,\ /tirilk.;\'4% . 'te'- '4r::\--1."-}71ri'.--.}:4:4-. gi - \ iii 4/1?//// ' 0 111; \0: 111144". --..... fel— ... i i . 74 I i ' I y A ,./ 10 \ A tr...., n• ias _ 'v , m, / . _ e ' \s *3. \ L ''' \ _,,,`vv-IA(f/4 7 / 464:09 '' ,,-- -- r,,z it\\\ ,--1 iel / \ C., .r Eton , , N- / ..- z \ •,\, op , •\, ,,,,, ---i \tom , / '1, / C.-..._' P 'N , ...,, ..ipAytitril;'. 1.fil ', i i , 1 ;I II I li: 11 \ ,.----' �▪Z / N T EVA II ■▪- %,..,..,,..,:". NG 1 ._ \, ______.......,,-,_------_ k COLLINS ENGINEERING REVISIONS alDATE REVISION DESCRIPTION �� CON 11/25/19 INITIAL FINAL SITE PLAN SUBMITTAL o -g 200 GARRETT STREET, SUITE K.-CHARLOTTESVILLE,VA 22902-434.293.3719 12/18/19 REVISED PER IPS COMMENTS DATED 191213 4 PROJECT _1/3/20 1 REVISED PER 1PS COMMENTS DATED 191231 1,,,� ►. 3/2/20 SUBMITTAL 09 THE FINAL SITE PLAN TO ALBEMARLE COUNTY FOR REVIEW % m E w it! Zig MARTHA JEFFERSON HOSPITAL PRESIDIO APARTMENTS - FINAL SITE PLAN y1y1��,\° 4. ~15 �` OVERALL LAYOUT SHEET Tess plans ono cssoclutea coauments ors the exclusive property of COONS ENGINEERING and may not be reproduced in.hole or Ir Dort and snol not be and for ay purpose.ha:soever Indus..but rot'hotted to construction,boon; one/or construction staking withal the express written consent of COINS ENG NtERING. \\• 4'WHITE SINGLE DASH LINE FOR / i ;Q_ \ PROPOSED ADA HANDICAP CROSSING. TURN LANE STRIPING(MINI-SKIPS 7 LINE / / / SCOTT R. COLLINS'Z '' ...,, \ `97�,� \ NOTE:PROPOSED CONNECTION SHALL BE CONSTRUCTED TO WITH 1'SPACE}TO BE r'' / V No. 35791 ,1-... \,\\- :S'/\\: ' ''• ' •\ STANDARDS ESTABLISHED IN THE ALBEMARLE COUNTY DESIGN INSTALLED PER VDOT SPECIEI:TIONS / STANDARDS MANUAL,ADH REQUIREMENTS,a ypOT STANDARDS -y, _PROPOSED MILL 6 OVERLAY / /'� / q,�q, `'" g ', \ \ SEE WP-2 STANDARD DETAIL,SHEET 10. - i / `•(O«AL ' PROPOSED CGS(TYP. A \ \\ Y` 1'WHITE SINGLE LINE FOR i \ •Y -\ •\ -TURN LANE STRIPING-TO BE / \ INSTALLED PER VDOT SPECIFICTIONS - / I ` \ ACCESSIBLE ROUTE --II NOTE.RELOGITE GUARDRAIL ` SEE WP-2 STANDARDIL DETAIL,\ •\�•MOW - THROUGH THE SITE i b WITH INSTALLATION O ` �_ o ' RIGHT TURN LANE ` i NEW GUARDRAIL ` a \�" _.- __ '/ / AG AND TERLIR/AL END PROPOSED RIGHT �•".-�._ --____.• _ __ = �G • �E� 79 s TURN LANE TAPER \ ` +e- -_-- •, •) , 1 •C • 2 , PETER JEFFERS ONP 2 PROPOEM3 _. PUBLIC RAN_ ARK WAY � C '< a a G srREET�ISII "\, POSTED EED N 0035E T)H /i ` J 8 SP MP pi• Z p N'a O L i \ PROPOSED SKINS ALONG THIS SIDE OF S - ROADWAY-'NO PARKING,FIRE LANE' / \ • I \\ \.• .:_ --\ /GMTO/STANCE, I �• ` TAMING WALLS(TVP) �// 0 W,' ii ' \ STOP 81B11\ ��- - 79S • WITH HANDRAI (I) t G 5 5 a PROPOSED GUARDRAIL /` `\ 9:.•-•• D s CONCRETE SIDEWALK------__- CG! ) ' _ / Y� o ia�5 s� --�RROP06ED I ALONG TRAVELWAYij LANE _'� r _ SEEDE7AIL,SHEE�T10 isR' \\ as Tt ---_..I - — •• a • •-- ��� X., > 2 W g . s 1 MILL a OVERLAY O \\ • �\ ` SEE DETAIL.SHEET 70.RU1 i Ce in LL ` — " � ' NOTE:VISIBILRY OF ALL MECHANICAL 0 - . ,• ,• C�LIL'IIEiE~ ` -- 1 1 _ ''•'•sED CGi2(TYP E i EQUIPMENT FROM THE ENTRANCE L PROPOSED SEGMENTED 4 ,C.1 NOTE:ALL PROPOSED SEGMENTED \ CORRIDOR SHALL BE ELIMINATED. -' TAJNING WALL h� • -------_PROPOSED RIGHT — __T J PROPOSED ) �,, RETAINING WALLS ON SITE SHALL BE c 6 SPACES(TYP,) WITH HANDRAIL - STOP SIGN MECHANICAL EQUIPMENT FOR ` TURN LANE TAPER = ANCHOR DIAMOND PRO'JAMES RIVER' ei QU BUILDING♦3 IS LOCATED ON THE { -.( PROPOSED CGb y" PROPOSED I OPOSED s SEEWALK MAINTENANCE �s ROOF AND SHALL BE SCREENED FROM + 1 CURB a GUTTER "----,_.._- STREET SIGN f//-PR - " BUILDING • iGRAS.SPR°P°SEDOVERHAN7G ,,, s I THE ENTRANCE CORRIDOR. T • -_. 3d.MAXIMUM SETBACK�y, � -- _ PROPOSED MECHANICAL 6 1 Y I x• EQUIPMENT(TYP.) COURTYARD ' ��.... t"1 •ROPOSED CG-6(TYP.) 61 �� \ 1 I .• '. TE STEPS(3) // 71R,C.]O SF I 1 1t:. vim ORAL \,�J •I .. ) 1 1 . '' 1 . �, • \ o CONCRETE STEPS(3) '( • ,i 1 1 I•a•1 11 11 • o m WITH I \ �,a ' BUILDING#1 PROPtl�CBlnW I I I I .PROPOSED SEGMENTED 4 I ry - n 1 •; • Q • • y� 3/4 STORY BLDG 1 3 RETAINING WALL(TYP _ • 42 UNITS ,�' + 4� WITH HANDRAIL A V g t p PROPOSED CG2(TYP � � a 1! �\ 1 ' 1 _. W T ,` 9: ��`iii��, \ �� Ap,'; ' ) PROPOSED SEGMENTED/ /W PROPOSED CG12(TYP. '} /•� PROPOSED SEGMENTED • \ iiPROPt CG I2(TYP ��• •••. D 6 CONCRETE SIDEWALK ?MING WALL�W')WITH HANDRAIL /r .4.,. \ // 4f J - TAMING WALLS(TYP) b~ A'�a BUILDING#2 \ �t k T J WITH HANDRAIL LU S 14, 3/4 STORY BLDG Z ch 3•R mp J ' 46 UNITS ! • ri s \ \\...._ \ PROPOSED? 11 F `� \ GRASS OVERHANG ae;, .PROPOSED SEGMENTED d \ ' \ • Na m J I. �cv�`9 \ �� SEE DETAIL s*10 Q • wRH wworuLLs ) ♦♦ ®� / N � Z l \ \\ Q PROPOS®SEO«ENTED - ,,,,- \ jis 1•, 1 1 1 O y TMP 78-2OM5 \41. \\\\ ...... REDWING WALL ati • • �./ �• P�oPod®cGe �,1 rn I SEPARATE PARCEL CI GUTTER PROPOSED CG4 �Z 4- --.- ♦ . \txLRsaGImER \ i ;I_ PROPOSED SEGMENTED \ ` '' \ P PR CHANICAL (NOT PART OF THIS DEVELOPMENT) \ i \ RE7NNING WALLS(TYP \ -`` S • ' - ..o�� �,♦°,.. _• - ( -) RE•TMrwr3 wMi(rwJ 1 W zF PARCEL RESERVED FOR FUTURE WITH HANDRAL V/ - DEDICATION TO ALBEMARLE \ �' �- Y - COUNTY FOR PUBLIC USE \\ \ 4`tom /' \© / i:, F ./ r! ® I, ' "�' O '�. ZLLI \\ 1.I ,}, /T / // -// !+ .B'CON¢RETE SIDEWALK • \ / `� ,-, ,,Cbe - > c OPEN SPACE * "i / ,,/ / < C(IlpatillTTFR ♦a bPosE.. oN TE SIDEWALKWs `y,t, . « �� t=(TIN a ♦ PRohosEoz 13 IL. Q Z a CON WTE STEPS ITH HAND AILT2) \-•'Ve... //®/ \ ��'/ / \ - ®\c+RlLeepvEwIANGIr ;iil,/ Qi ' I // ,sonBAEOV , / I� O Q J III I t •C6t2(T�YP I I' 9 ;NIG WALL(TIN.) ' 171 "\ , �' e.:' $ ` , PROPOSED s CONCRETE SIDEWALKANIr ti ,' � i �\ I ` Z F— /*. t)/ / J- PROPOSED SEGMENTED PROPOSED SEGMENTED k.I ��� ( J / i . �♦ •.�• • STEPS(3)' T/ WITH HANDRAILS(TVP) w O g RETAINING WALL P wwi I �' �� ,cam } \ } a WITH HANDRAILDR f ''�,E�,r / va,� / / \ \,.. / / d Q ` a4 . -��: w J ci \ PROPOSED SEGMENTED S ! .1 9, �y, / '/ ` in Cn F-- RETAINING WALL(TYP m - C / '�I ' - / \ \ /mill HANDRAIL '%� CHOP as GUTTER• O// (PJ X41 / F- 'r EXL TING PROPERTY BOUNDARY /I I 1► 4. OB \ ,� \ ® \. O 12' I I �/ ® I CLUBHOUSE cc n ��40 ♦• i Z H = E I 14,000 SF • 1 �Q 3`r — u) Z A 1 I sx2a PARKING. 7 . . \ i/ Q -� s '� D s CONCRETE SIDEW p I PROPOSED 5'CONCRETE 9 OLWALK .. - D 6 '- _-- 3'R / + W ,. 1 .SIDEWALK A/ °',43-''G-• b� • -OPDSED CGI2(TYP) •: Al k-CC tY sI I • PROPOSED SEGMENTED 4101. ® \ / � �' c, ..., -1 Q L-. Y RE7NNING WALLS(7VI' ` PROPOSED SEGMENTED rV- R' - 1IWITH HANDRAIL 1/4./. • RETAINING WALL(TYP 'Ili ` 9 BUILDING#4 0 p W _ WITH HANDRAIL j // ' ',, •4, `` ` PROPOT Eo 2' -, 3/4 STORY BLDG 2 /#� �`♦ ?6 „* 'Ora \ 42 UNITS Q CA • I NOTE WALLS WITH HEIGHT Of 5 OR �� `,,, # / • : Iry j = ' GREATER$HALL REWIRE HANDRAILS. : �/ / • c'7 GRASS OVE- n , SR PROPOSED MECHANICAL ~ i / SEE DETAa,SHEET 10. i / �` ��` A PROPOSED C68 O/`p ; NT m,P U in[ E ' ✓ ## BUILDING#3 CLdBiGLJTTER / a ♦ 4, - i p AWINDwALL(TYP.) Q S 48 UNITS q/tea ! ' " \-�•// WITH 70RAtic g/ / POOL DECK # r 7/y ® " ♦ / 17213112Za0SF I PROPosEDCG12(TVP- / \ ♦ ' <•' GRAP FC'A 7213JOS NO. B EXISTING 10P S�- BUFFER - ' \ // 18 f A • 1! A A �SfAIE - % ` / / PROPO6ELISEGMENTED \ 1 =•3QI b //•�-�°•TCHLINE-SEE SHEET 5 .t I / /(\"�\' , O,.6 - AWING WALL(TYP) f ® f / sHeET rq./ �J' �'-. •`� / / - wml HANDRAIL ,4 { ®ss ' / joJT s- 1 1«Il 1'f i'_d e. ,♦ w Y V.O� //i ` • I itch- 10 L wD}lTwnJNAIL mwvsscvcva .• . 7 •-�/�• ��, /46 1�'--' CURB a GUTTER _ ti`\ /.i�T` \\ •-\\\\ 4 "��' EXISTING PROPERTY BOUNDARY �� ,/, / I O / � � / _ ��jive \ � � ��t-T H DF'�� ® "�' L."\ • �• • •1 � .. .. / • �NOTE:VISIBPROPOEGMENTED / : jE ;; oKIPMENT FRETaNIALLs(TYPEQUH HANDRAIL ��CORRIDOR SMDMECHANICAL wmR HANDRAu. �+ PROPOSED - 3/4 STORY BLDG BUIWING Y3 IS LOCATED ON THE j- 3• - G S OVERHAND, - C 42 UNITS g NOTE:WALLS WITIi HEIGHT OFGOR �d, • atSt'• 'R••••-•7 GRASS OVE- \ t` •, \\ # ROOF AND SHALL BE SCREENED FROM GREATER SHALL REQUIRE HANDRAILS. w '� - + 9'R THE ENTRANCE CORRIDOR. I • / - i-- �t \ t PROPOSED GG4I O PROPOSED MECHANICAL a SEE DETAIL.SHEET 10. i,.. : / / x i ,, BUILDING#3 �� _® 'Cumac;lurrER �� . „A.� EQUIPMENT • off • ' �- # 4. �4 STORY BLDG 1/ _ + \•. • N 8 POOL DECK II 48 UNITS . 0 �/ / a 12,200 SF 1 PROPOSED ccaz c w �°•• ® \ 7/ �� a a 3 0 • EXISTING 100'STR BUFFER / /� �'• t-_y�/ 'i / ��\ 3i A i I '/ ,/ ��4� •+��`V _._ PROPos D I , /�o �` DOG ARK , / ^ ` r. __ ""IQ 4 PROPOSED a / 4411111P4.� e ,i% LL i- j �� C' _ CONC.sIDEwAtx _' >( } } d ca re- B CONCRETE 0106VLK / :te • SF / �/ °C /77440p ' 'k� ` ��< - g1111160VBNY1N0" !: ® PROPOSED SEGMENTED < 5 V 9 • • + \ O •ETAINING WALL(TYR) 4, _ 11. "�-H� ' •SEGMENTED `` / I WITH HANDRAIL f S PRDPO�r / TAINB4;WALL(TYP.) / it / / Ef7EYlYLK / wtTHR PROPOSED STEPS(14) O ` // 10 33 / CQ C /.. Q T WIT}1 HANDRAL 1. j •X• 5 • �y / 4 PROPOSED STEPS(18 • PROPOSED17 . / ♦i .111/ 4�'�• /® i WITHHAN �� uROLL-TOP WRB s AsPROPOSED SIGN /LLONG THIS SIDE % / ^� / , 1y df / �.. a15 ROADWAY-'NO PARKING,FBRELANE- ' py�' OPOSED STEPS(8) 9' ®•. / �r.�/ \A ill .. \ // �\ r S-W�3� WITH HANDRAIL /� 9' �� � ,' • - _•DU1APSlER/ a 5 F /' \\ PROPOSED SEGMENTED -♦ p-, / TRASH COMPACTOR : ��` ,a •FINNING WALL(TYP) f,,`,/�/ 1�A� "1GF '/TS,'s/ ,►. __ WITH RECYCLING / . . - ji WITH HANDRAIL �-•` / •,r. R- .W l'44Y • `,� "Y;. 1 - EXISTING Z c Sf�B -® _ PROPERTY Y / 7 / ••) ® ♦ �..T 47.4.7.41, _i.T�t.�..n�.a. � ,•i • BOUNDARY (91 >i ��GG"• BUILDING#5 �,®,• / j�c� , • ,, "•�•-.,,,„„ *0 ` CD a- f PROPOSED 'ADA CONCRETE 3// 42 UNITS S �.L , �Y 7 1 - P1 / ti\ x RAMP WITH LANDINGS 42 UNITS / / ® Y` �` —+ ""-- --S ` PROPOSED SEGMENTED LLI / : _ - \ _ '� ' / / `\1. �CpIC.SQEWAl1C TAINING WALLS(TVP-J .41. \ \ / •••�. / 1 . /, �+ — WITH HANDRAIL I--1 i I �\ / 'Yi PR01'OB®MFVP•ANICN / \- ----- - -1017F1PSROTEPS(FT (N ° I ,�- a EQUIPMENT(rvPa + - (TrP. -� N PROPOSED 1(Y -TYPE 1 I }1 C \\� • / ♦ Q LOW MAINTENANCE ASPHALT 1 ..414.. •• PROPOSED CG-12(TYP PROPOSED 5'ADA✓• •• NOTE:ALL PROPOSED SEGMENTED z TRAIL WITH GATE ACCESS TO RNANNA •• e PROPOSED RAMP ITH RETAINING WADS ON SITE SHALL BE I� ° TRAIL-SEE DETAIL,SHEET 10 4 PROPOSED CONC. \' PROPOSED 6'CONCRETE SIDEWALK - cG2(TrP.) ANCHOR DIAMOND PRO"LAMES RIVER' ■ ■Cr N LL e / .r I STEPS(11)TOTAL �.�} PROPOSED SEGMENTED W o $ _ \ / / yyRH HAI,gR/yL / •ETAINING WALL(TVP) Qt 1 / / �1 `•/_ / • / ••• WITH HANDRAIL N :........: ..7:. / N � _•�12(�) •6'CONCRETE SIDEWALK N () / // PROPOSED ••!(•��4 NOTE:SEE SW W VShP PLAN(YVP0201 ) W I— c TRANSITION fo Rau•FACE Clxi� �r `` `\, SR "•• ">i FOR DESIGN wFORMArION oN swM POND j w d FOR D- AY ENTRANCE --� \� ' 1 PROPOSED A- • ,' : '� v J H. oNSITEwALaNG �F PROPOSED I STORMWATER !� � :+ / • TRAIL•8.800 SF '`/�� `\ G,y�S/s//\ �� SEE DETAIL,SHEET w PROPOSED CONC. 1 MANAGEMENT fletc.:41.71. _ u) Q '-I t•.' . /-w. -- ?) PROPOSED_ STEPS(13)TOTAL I W t 1 w, / is �` RYp) �/ e wrrH HANDrtnIL • FACILITY LU Q z Y1 N• DSEGavNrtm \' 1'�. # I "; WET POND +I r4/ I1 '1t�110POSED MWIC RETAMRG WALL(TVP.. `` \ \\ ` \ICIPOSED210'GRASS -• sib ` S O Jd / tt '1 {UIIII'8(TYPICAL) ',�L 0 / GRASS OVERMAN(' MABRTENANCE ACCE 3+.'�'" `. • �-. 7 Q '° { /• • /STR FOR SWM FACILITY + a T_ ` Ce 1--I o / t ) •� "�':�. ®/d� `\ �, • i; �•i NOTE S (n II ` nYp \�Yi. / �_ 'Rf�, 1 CONTRACTOR SHALL VERIFY ALL ROAD CONNECTIONS,INCLUDING RECENTLY (� W 0 r //7\ )4.4. */ ` P �f(�• :•, CONSTRUCTED AREAS.VERTICALLY AND HORIZONTALLY PRIOR TO CONSTRUCTION 2 PROPOSED `('•• � /11 /' /1� __/ Y,"F' AND SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. Ycc ••. CO-2(TYP) j • ... 4-Q` �4 q S, I: 2 CONTRACTOR SHALL CONFIRM ALL UTILITY,DRAINAGE,AND ROAD CONNECTIONS, w g ` N_p\W / ,/j+' PROPOSED 7 AND SHALL NOTIFY ENGINEER OF ANY TIE-IN ISSUES OR DISCREPANCIES. ._._-7.a-J I ,t '•t.I :% ��, 'i•' - 'I �o N/ fM1 CURBINGEND CG-2 GRASS OVERHANG • . 3. 10 REPRESENTS ONE PROPOSED PARKING SPACE. F— Q • i PROPOSED CG-12 •C4 OVERHEAD WIRING OR OTHER OBSTRUCTIONS SHALL BE HIGHER THAN 17 6" '• , + • 1 t t (TYP , / PI E��NE WAY • . 5. ALL PAVEMENT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS WEIGHING in Cn f• t t / • CONTRACT Cl- . rc -! I i , i ;I PROPOSED SEGMENTED ® , PROPOSE / _ ____ * SS�OETAL.SHEET 10 • 6. W \` OR SHALL ENSURE ALL ONSITE UTILITIES.ABOVE AND BELOW GROUND, • ' 'WITHT H NG WALLS(TVP.) _ SERVICINGTIADJACENT PROPERTIES SHALL CONTINUE TO SERVICE THE ADJACENTIl.l O • 1{ 0400114 •--- ____ PROPERTIES THROUGHOUT CONSTRUCTION AND UPON COMPLETION OF THE 4/ X ' / HANDRAIL 1ZSR ' PROPOSED SIGN PROPOSED SIGN �. PROJECT TO THE FULLEST EXTENT POSSIBLE. -'7,, / `\ .SEE P• (WPO201800027) BUILDING#6 • :- -NO PARICP4i-FIRE LANE' • NO PARKING-FIRE LANE- '• 7 SEE SHEET 2 FOR COMPLETE PROJECT BOUNDARY DIMENSIONS AND METES AND s '�-A / t { DESIGN INFORMATION ON RIND 9' ---- -.j • BOUNDS. z (/ / I t 3/4 STORY BLDG '© /� - - .q. • e. CURB RADII SHOWN,REPRESENTED WITH AN'R',DIMENSION THE FACE OF CURB. I- O ' e01 ) I 1 ____-. �•.�• 34UNITS ® 'PRIVATE PROPOSEDRIVEWAY 9 SHALL BEELEIINATED.ALLVISIBILITY OF ALL MCWWMALNT FROM THE ENTRANCE CORRIDOR 1-- EIX/PIEHTSHALLBESCREENEDFRGM 1 f 1 • - - - J ____._ j. 8 WAUONG PATH- �\ THE ENTRANCE CORRIDOR. e '• 1\ j i PROPOSED MECHANICAL --- - t /�' 10. ALL RETAINING WALLS GREATER THAN 3 FEET N HEIGHT REQUIRE A SEPARATE I Q' LLJ 3 \ \ • EQUIPMENT(7YP) • / . BUILDING PERMIT.WALLS THE III(•4 FEET IN HEIGHT REWIRE A STAMPED J Q 4 --\,, \\ I• • QO/NCRETE PROPOSED 5' � ENGINEERED DESIGN FOR THE WALLS DrSI[M. (� Ll- • B' SDEWNK "E SALX CLASS B-TYPE 11 BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1,1985 MUST HAVE AN 0 LLI �\ 1 j�, PRIMITIVE TRAILWAY, ��2J • ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT �\ \ �•- ONSITE WALKING SEE DETAIL SHEET 10 ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH.CONTACT N — � ' • TRAIL-9,600 SF OPEN _ • VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. Q N 12. ALL PRIVATE TRAVELWAYS SHALL BE OWNED AND MAINTAINED BY THE APARTMENT = B \ ® / • COMPLEX.NO PUBLIC AGENCY,INCLUDING VDOT AND THE COUNTY OF AI RFMAQI FU i _ - :-/ WILL BE RESPONSIBLE FOR MAINTNNMIG THE TRAVELWAYS WITHIN THE Ce -- -- _ _----..- _ APARTMENT COMPLEX F __----- / � 13. ALL PUBLIC WATER AND SANITARY SEWER FACLITIES SHALL BE DEDICATED TO U Q J —-- BAITS OF PROPERTY / • PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES.AS IDENTIFIED ON THIS a"' o - / �j PLAN.SHALL BE DEDICATED TO THE ALBEMARLE COLMTY SERVICE AUTIOR(TY. n 'p PROPOSED W CLAESA-TYPE 1 PROPOSED SEGMENTED /8II '�• HE 14. ALL PROFFERS SHALL BE ADHERED TO WITH THE DEVELOPMENT OF T PROJECT KmNew s LOWWTIB B ASPHALTMI IMLT AOWAL(TYP) CaRAPRTC SC'AT.F. / SIT ' SEE THE REQUIRED PROFFERS ON SHEET IB. 172131 TINS.RIM SATE ACCESS TORIVNEM PATH IWOTAL / 15. ALL PRIVATE YARD DRAINS SHALL HAVE A 10'PRIVATE DRAINAGE EASEMENT s 7RAL-SB DETAL,>R/[T 10 A B s s ,4 / ';T 16. THE DOG PARK,WALKING TRAIL,BEER GARDEN,POOL DECK,AND COURTYARD '•- SCALE c ACCESSIBLE ROUTE / THROUGH THE SITE - AREA SHALL HAVE TRASH RECEPTACLES WITHIN THE AMENITY AREAS. 1 ws�• / ' • 17. THE TRASH COMPACTOR AREA SHALL ALSO INCLUDE A RECYCLING BIN FOR THE _F. APARTMENT COMPLEX SHEET BD. I 'nth Ngr 1 II 18. SEE SHEET 5A FOR DESIGN OF THE CONCRETE STEPS AND RAMPS. S �4NL i SANITARY SEWER NOTES: / ` �� N \\ 1. ALL SEWER PUMP STATIONS AND FORCE MAINS ASSOCIATED WITH THIS PROJECT Z - / SCOTT R. COLf.INSZ \ N' '\' \\ WILL BE PRNATELY OWNED AND MAINTAINED BY THE PROPERTY OWNER- /V / u 4. No. 3Ci79t 3. \y\ 2. MANHOLE SUBMITTALS WILL BE REQUIRED BY THE ACSA FOR THE MANHOLES /7 / 6� .._,\ RECEIVING FORCE MAIN CONNECTIONS. / `', ‘*" \\ \ 3. HYDROGEN SULFIDE PROTECTIVE COATINGS WILL BE REQUIRED ON MANHOLES ''`/�rrAL W \ RECENWG FLOW FROM PUMP SYSTEMS. / w '''. .\Is. ip, \\ \ \\� E%ISTING ACSA I6'DI WATERLINE ///J �/ / /li r \ EXISTING 16-x12'TEE, �5 // / i PROPOSED 8'GRAVITY \1 4,..1 Q' . (2)16'G.V..a(i)12•G.V i / SANITARY SEWER \ \\ / - `�_ _. _ - // / Y/ ° / / i . 1 Z - o- • 20'SANITARv�\ \ / /: \ `. / M fi SEWER FeSFMENT \ / y \ REMOVE PLUG AND TE4I I v \ O -\ \ TO EXISTPIG/2•WA / in i # \ /(-2,....... " \ WITTIA 12Ar RmU®t = / M S M _----" .......mmeiona. :, ----- > lit -iy? .... \ / / �, �- '__-- {. / i' sir i \; XI iI \ I la X / �� ,�\ ! ___ y \BLlinnG \• Jl ` /(-4-..... _ • \ / I\ -- / i I • I l PROPOSED e' 1 a \ a \ \ / �., \ j � � � i DI WAr R INE PRO'• D W =- �` ♦ \ BUILDING i(<t 1 I SERVICE LA • E ~ I � 3/4 STORY BLDG 4 i i / 14t: __ 1\\\V}� /0 ��:/Iq♦h 42 UNITS ..� 1 '/ Q� I S NOTE.PROPOSED SAN ART SEWER \ --✓ll F �� !♦ - ® I / /111 BETWEEN MH-6 AND MHJ SHALL B \ \\ �\ _ !♦ •• D WATER / PROPOSED 1•PVC r / Z.1 1 • / SANITARY SEWER LATERAL Y ENCASED IN 21•DM.STEEL CASING PI. \ •�\ \ j i ��� ♦.•RVICE LATERAL h / /// .- n „if• 411110,44.4. / / \ J Y \ \ \ !':'-•- D 8'PVCgor / / ♦ //}�/\ - Z t` � 2 / / ,.0 ='LATERAL / f / L// / /40 i. C`7 CO ' • PROPOSED 20'PUBLIC \ / 'O •/ , •I LL p FIRE UTILITY FA.SFMENT \ / �' ` - / / ',' / ,• •,=.'J!•LETEtt N \\ • . 1•DI FIRE L �,/ ♦ / //� v ARY SEWER LITERAL °\ / / I • T ASSEMBLY a ,,,; �' :.......-• / ( \y,, /� BULDING#2 \ / \ / C\I in\ . =iP4li• . PROPOS®FfE / ® 3/4 STORY BLDG , / - 'WATER IAIERK / N 7\\\\ .� ..,� ,.•�,'v .' �Ae^,F rr R i � 46 UNITS ,�� `i/F\_ VAULT L�I. \\ J• WATER LATERAL/ / PROPOSED w� f I1J t— `•� \` \ =.4• :-/'// A, _T METERV T // ®,..._ 4'DI FIRE LNE. // v yQ/ / ...f�.- 20",: �, Z J o ` 1 • / PRDPOa®2D'RIBLIC t,."�f /%7/,L//L / r D ce n • \` "J/ • ti,'_ G.V , /� ..1 �\ UTILITY FJ18E#ENT Q/ / - /PFK69'15ED �` PROPOSED 8'1°Bo 1 ;' \ ` /� ' / . -/ \ / fiE llla: V / J'e'x1'TEES / LJJ / �' / �j1 t 1 W Vi-.1*4'.#1, . ;...1 i 7 11 j; ..,c,. . ..V ) GRAN 11tC CALL ' n O J pR0 ,.. II I1 1i k i TI re TEE a/•`G.v\ �'' \ I / / �^ .� / / / - t,A n,T 1 _.. Z c, .:::, eL Q_ <PROPERTY BOUNDARY .f. I /1i.! t ci,•TEEt V. �) \ / /." //I& (,) �' - ct_ J-IL I +� i.L 1 ..Z D, Ea(3 �I 1 \\ a '/ / / / Y .0 @ H• . .t y' .\ \`\ D 1-METER � � � ,/ �/ PROPOSED VAR.WIDTH / n. �� Ijf "4. �-ii V� yj \ % \ r ` ` / / / BLIC UTILITY EASEMEM 1 �`�. �, O E 1 r y TEE ��\ �. i / 1 ,^ 2 • l/ J'' 7l ` ` / / �ti; ti Z i / / : RO•• D6'PVC • \ �� / ,\ W O /�/ / ,SANITARY SEWER LATERAL \� • ,,,./ � y /' !/ _P/ \ // /� ' 7 w / t! f//rrryyyi� C ` PMCIPOB®r t� CLUBHOUSE �\ \4.� ..,.,. I 2y/ i/ DI WATERLINE / / /+ __' `! �.aANRARV O/ i` (/) W / / f \ tillip/BEWERrWWiOLEPROPO).SED F /H �' L.L/ i ..• �•- /\ .` ` . -. ASSEIIBI V.,/67e9•TEE 'v 1 W ti /I/ `°`° �� / EABBIBR r It .4, a(Z11•G.V / /,� i�� Ao4 / RIr O.V.i R)rG.V // /+J y'' "DVAR.YVDC I/ V \\ UTILITYMENT• iyP/ / _�.a'1m• R , \�•.21 •WATER LATE // / LL )tg ,!/ , ,f#�. / / / //'•/ OYI'' Y ? TERVA'U4L7 PROPOSED FORCE MAIN / r', 1' _ // \// / .Ir�IRE LIN�G: I ���'; PROPOSED FORCE MAINQ SANRARY SEWER LIN / ♦ANITARY SEWER LINE '/, \ / af" / / �� �'' . CE BUILDING YI : oTO SERVICE BUILgNG 715 as /r / / DI•g0•B= •. /� • /// /f /�r // PROPOSED Cr PVC // // / / / - / \ gJOTI Mp//! ik itif • PROPOSED WATER 172131 / // MN►NtY sEN'ER LATERAL /ciir \ / / , cj'4 SERVICE UIrERAL/ /// 1416, $ / II' G N3 / .. / / PROPOSED OF I } ^MATCHLINE-SEE SHEET 7_ ,�/y / // � �I�I / • is48 NRTORY LDG / / / ,•DI FIRE LINE 1•>•.�• I 1 TC I 1 E 1 I E. •C /// • „/ ` � �� •,��� / b' BUILDING A4 • ifil sect lq. . ''u I ♦Q • - PROPOSE. �V _ �` �' 3/4 STORY BLDG A•/ ,• _ 6 ..��//// A• / -`�I 1•wATCR I Arcau / / D\ .h,/ •. / Y ARYBFyyg4LATBRAI � T .‘.7‘ � ~ �. / 3.r/' i / 14 ' IPOPOSED!' / / CLUBFIOUSE yy \ � / /'• PROPOS SANHARY' / •• _ �SCOTT R C011,INSr7 / / r. J ..,/...... / • PROPOSED FIRE HYDRANT / C% No. 35791 A / II A i�rl 7\ 4 ASSFMBLY w/6-z6'TEE • IATOMS `P / PROPOSED / z It I / / , a°4 EASEMENTAlifTS t~ •� "� S:4'7EES f JORAL \\ //.. „ QoO / �r Q.V a QI S`V ,i , :\�\ / PROPOSED VAR.vvIO I / D PUBLIC UTILITY LENT pRoe „ 1 / -'�• ", //,�� .�> • >,• WATER LATERAI / AO it PROPOSED FORCE MAIN t\ / ` {/FIRE LINE G.V ED FORCE MAINESANITARY SEWER LINES / / , • l / \ / / / `/ %f 1 � $ANRARY SEWER LINE 3' J t PROPOSED 4'90•BE . / r -TO 'VICE BUILDING p4 °vTO SERVICE BUILDING 456 6 ••' \" // / / % / • - •1:77___N__ # , ^��+[����-��r ,' ;if?y ' \,�►�'•)4,...-' /// // /// � �_ 1 # • '�SANRARV SEWER LATERAL / / .._,a'\' /'/ . '.� / / •/ � PROPOSEO•ATER S• E o / � k � / DI �.1_. \ SERVICE LATERAL '• ,/ o J/ \�® es, \ BUILDING#3 , • . '. / - /� / PROPOSED ZEXISTING100'STREAM B R / ' 4 / . / 1'DI FRE LIFE I ' TEE6 ` , / •• BUILDING ff4 7 :�I' % \ - • / 3'u STORY BLDG Q./ ��1 4'WATER LATERAL / I • / • i� � ui iiMiiIMIIIMM 7 / .., , , , ‘ PROPOSED `� // 7 LETER VAILT ! / , •-/ 42 UNITS •,•�. .; °CV H 6�{'TEE. / : � > / - l+>-4•c.v • `a// PROPosED ��� �� / ;� PROPOSED"A:,, � W - i / HYDRPROPOSED / / ♦ 4p , /41,:,..TTFIRE LIE , // -----// " ANT AssELeL ,- p�0t `/ , t •� , CC o s :: / J, / . ► ,' !r ; . • , '� t G.� • 21-6'z4'TEES ----_-- ) �.`I/p/�� / ti / X ,`1� n;i- �. f I fl :.'-',... / / 6l2)-4'G.V /+ f� ,v \ I, i • i / _ ---'. "") . '' / � DI.WA _ _ / / PROf�StD FIRE � I i ,00 74 PROPOSED 6�45°BEN. i� �� ` /(\ • � PIiOPO� / \ _� �' "� � �� •'1 � o ' PROPOSED 20'PUBUC ��/T // \�♦ .� / ,`47A�h 1'SM'T1�ar GM �`` \ /'^i3 /�/ e, b, ' UTILITY BASEMENT / / \ •••POSED 'lY`',,\\ \/ _• • `� / Y ? �♦ / ,I.0883FORcE MIIN WATER LATERAL 4 ` `�J ),� 14-------00, ` \�. ME Rv ; '-EWE O.� �/ / rt PROPOSED B• ,,•, �� .45 ��A�I��— ,� �� DI WATERLIE / 111111411114 /� 't Y \\ p{ZOpOSED 6'PVC GRAVITY �' r• • /� ` 1' _� -_�_� .� �// EXISTING PROPERTY BOUNDARY • 2. / iii, SEWER LATERAL TO PUMP SYSTEM ,.,! iiiv i ;T+-! 41 7 O) / PROPOSEDS1'. i.' . \...zi ' \\,,' /// Ilk, ''. "..< / ,, 4;f:6:7.., Wil* ..%411.., " CL CO Ce LI / A. \ SED 6'45°BEND /...!....'. i 1' .n•44. ''''',..„,1,-/.. // `�\ �tlb� - _ - Q • CV si f PROPOSED FIRE j� tt\ DRANT ASSEMBLY /�{: - 1.c �\ ' a c,,, N b /. „/ , ni`^. ,'--t �`� ; fi.vl 6"x6'TEE j/ , a 'fg `V\\ .� w 'T \ R ® ED(mar 777 co 4IP .4.,,,, / / 1 k 11 / /" . \`�.• ♦` i/�411„„„,.... .. • .SW'REDUCER a 4'av`� % l '��-,•' y -.j . .7 CW - 1 i; w10Poe®ax i.= scam \ ..� VAINLY .�__ - \ i � � --" J cc _ ♦ �i ! J_ Yl7-t. Ed •PROPOSED 1'�.•BF \ • % ` 1 .:R`, -� • r , W Z a lotri�% F a ..., #474 ' i.‘ , DI WA ` 4#1• •J / . ., , 1 • .. i PROPOSED 4• , `�/ } • -•/Bc_ \ \' ^r. ii.,1•� •• ?•_ � - /', i__. ' / . .• .. '`� {: BEND ---- r• Q __,/ 4 90 1-i o :Ns 8 - I \ • / F— TOT E ' 3£ 1 • PROPOSED / / \ • 1 J/// I DI FIRE LANEOf • -t - SERVK;E u = �,_ _/ •••,, `\ • .�, it, •••\\\\\\ /•••, •••J 1 ,� �-/ - 3/4 STORY BLDG --......I_...- I • 5-\ CC W ••• 2 r"1 3 / 34 UNRS �(� •• NOTES, Q \ I I / ` .GIT J,.O i. CONTRACTOR SHALL VERFY ALL TIE-M ROAD CONNECTIONS TO ANY ROAD 0 Q / 4. `� �• I ,� V' • EXISTING OR UNDER CONSTRUCTION.CONTRACTOR K RESPONSIBLE FOR 0 p = a \ A •y, •• NOTIFYMIG THE ENGINEER OFA:, ::::::::::::::::p772. S BETWEEN TIEEXISTING p H\ \ \ ` • ROADS ANO/OR PROPOSED REMENT CONTRACTOR N/� FMB • SHALL CONTACT ENGINEER 7ROADWAYTE-MIS TO E\ _ jEY81E11 0/ • E%KTING ROADS,PRIOR TO VEMENT BEING PLACED. — • a.CONTRACTOR SHALL VERIFY E/P ELEVATIONS ADJACENT TO THE SANITARY Q - - / SEWER MANHOLES TO ENSURE THAT MANHOLE TOPS ARE CONSISTENT C F • • G • ---__-____ - --- ------ _ • WITH THE ADJACENT PROPOSED CURB ELEVATIONS. - - - — - ---- ---- OF PROPERTY / • 3.CONTRACTOR SHALL PROVIDE ENGINEER SURVEY WORKSHEETS OF ALL C / • ROADWAYS,MANHOLE TOPS AND DRAINAGE STRUCTURES PRIOR TO O o -- - - - — t(, INSTALLATION OF EJP,DRAINAGE,OR UTILITIES TO COLUNS ENGINEERING g i .4 / '�, FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION COLLINS �Og nO;9M / GRAPHIC SCAI.I, fd3 ENGINEERING SHALL VERIFY ALL SURVEY SHEETS TO ENSURE POSITIVE 171131 bs /• IS J. / .•� DRAINAGE AND PROPER ELEVATIONS FOR CONSTRUCTION. !.� A.ALL PROPOSED SANITARY AND WATERLINE EASEMENTS SHALL BE crud b o DEDICATED TO ACSA FOR PUBLK USE. 1•c,3O' (^ S. ALL WATERLINES,SEWER ONES,AND FIRE LINES FROM THE MAIN TO THE E \'; • / I IN MET I .•IT STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE SHEET g / I uuh -]0 tR BUILDING DEPARTMENT 7 8 • 4\ ' N• Se \ ',:? /. PROPIER YBDI1IOARY pre. \ '\ N\ \� __________-/- / 'COTT R COIIIRS� \\\\\ • \\ \• \\ \\\ ll 1 \j f,18' _ _yam lJ ' 1 ' v \ r o PROPOSED RETAINING WALLS $ ".. ,, (.., 5-iZ � 0 0 /itivi '��TNei./4 ` PETER JEFFERSO�V 7❑� 5 • I -• /�J; f//1 I .- (MAX.HEIGHT=6) �""� W ? i ' // } i , PARKWAY , / WRH HANORAR A g �4i / ,.,,L„,1„.,„,,....19 - ,.Ts ~ E m, it /�1/ h z e / 4i -. _ ` li . ,\ <' r 1 •YNO DRIW SYSTEM ' :: / ire j'�`' b W \ ....,,...if; - I m ysc I \ ��© �/ '• ,,p PROPOSED RETAINING WALL !` `, �\, 0�_,, ' ©" .1 0 1 (MAX.HEIGHT=6') ' ``` �'ti --_- , a 4b0 /�� iii ;edit ,'WITH HANDRAL C �+ \ PROPOSED RETAI■16 WL'ik % r 'Cl • 1. •�.. ` ) : 36t0 \ 5 \ ‘11*. �� \ / • il. g S' EM0.67 I'��. BUILDING#1 a100 I PROPOD RETAINING WLL +. OPOSES B'ADSROOF/ � III t: FFE=470.67I t ♦fib LLE=460.67 (MAX.HEIGHT-e•) SYSTEM I `o19 ' _\ !♦I♦i I Y^ 4- WITH HANDRAL / PROPOSED 2(f DNA ' • y\ I • \ (� \!♦ •I e '•' � J STORM SEWER EASE4EHT OPERTY BWNDARY(TYP-) \\ G , ( !♦ PROPOSED ADS ROOF .� � J, m m , a61.0 7:....l...11...2.2a\ft: ♦ jr EEXISTING PRESERVED . Ci ` PROPOSED 20' Al't DRAIN SYSTEM 110.0 m S Y\ STEEP SLOPES TYP `\ `'STORM SEWER .! 1♦ 1.6T v' cd PROPOS D RE AIMING , Y\ ,q (MAx.HEIGHT=6) � \ < / Z h. bo `�\ `\ �,. \ 4 !♦� A "OPOSED STEPS(7YP.) *w" / / / �. Cy /TP ♦a ` ('•) Mv. \ WALL vm p a51e/ •[l! \ ChWi 3: e a' tEN CZ b 'aS•.'._/ O �• 0 -\ E%SSTINGMANAGED CD Q ¢ \\ \ �� \ I} n.sarc ' b'` 110 ' '• �', /, 1STEEPSLOPES(TYP) LL M ".,.� •� may• " �•/ / 1��, N \ `\ ;14 � �� \PROPOSED RETAINING W ' I W ` �• \ \ / \\ - /' � ® MA%.HEIGHT=61 i r,/, N A. 1 WITH HANDRNL , \ N-• u z `� vti• \ S , ®, �� BUILDING#2 \ F) W Q j11,1 �'� FFE=461.67 .41P • :',11,1: >mg= ` •�''"� ��� \\ •��'�j '4/1...- , LLE=451.67 �`. % ,O I) = LLl 4Z\ �r '` - / '''.� / / \FLOW OREBUNCTIO ARROW(TYP /�� ,/ y� SL, �\ i J L.L J \\ �� '' ��.n �\ • / T.. 1i / / ./ L1 is < w . V11141%,%‘•_Trc 'n�.. �� • �-��f�K I V DRAM TEM '� \ W Ur\ � ! , _\ / \ to ` 4s6. PR 4 D RETAIIMM wALL �•�4( / I - A/M('WALL ♦ �J t"'I Aid • ' `. (MAX HEKalTf=6) / (MAX HEIGHT 61 ;. .' ilk PROPOSED RETAKNG WALLS 7 Q $ p110p06®: - ' ll�a.r �• �� w r HANDR/1L '!�. / - /-\/� i' (MAX.HEIGHT'6) Z Q F. : 8 , ; „ d .:t •©.. {I St ' - / 'i/ WT1 HANDRAIL 'i 1-1 0 N 1� 1 ‘e° ff W•iii' 1 ) ,.a1 `( ` ',�' �. S\\A\ ^ ., / - /` / -/, / '^ Y to EXISTING PRESERVED ' (•_TJ `}} � c , SLOPES(TYPICAL) �� '! .3 �` !v•\\®\\ ' / D/,.� //)„ •...//' \/ fil;,// Li., F- O E I 1 I / 1 PROPOSED RETNNI W \ \ ! / / / tin (1) Z g v 1 ' W 14 0410, MAX.HEIGHT V') '� ` PROP0.4ED RE7 NO WALL / / / 66w O/ HANDIL ME �61 / / / .. ( C'EXISTNG PRESERVED I ��\ / • -/ ' �`�) // vy / if Z STEEP SLOPES ITYP.) /4/1,1111 / / E=) W - \ ♦ '( -1 / �\ / t / 1 r CLUBHOUSE X I \ ® H I PROPOSED RETAKING WALL / ' / FFE=454.67 Yp ...4 `� ////, / /"c7� LL_ o V � ( H HST-6) / L =444.67 j .q+sso\ I ..., ,. • ,:. ..--- -.. .: /o ` v//` ♦ / ADS ROOFr9 4 // \r ��D� t ~YARD DRAN SYSTEM , I w^` ��A •n PROPOSED 2d PW VI1tE 'I Y,/// /. • / J' ®, . 1 %if• i67 ,�'� STORM SEWER EASBB/T ����. '� /r / oo = 7 • / r.filikt , I/`�,�, ♦�,} '�444.67 ,'%% PROPOSED e-ADS ROOF/ /!/ \' \\! j/ ��, / / �% • �? /" \\ �., U L / // /7 YARD ORNN SYSTEM \...�� /{, / STING 700'STREAM BUFFER cI VP.) / ) I� ( ♦ . BUILDING N3 / //�1\ ,® - / '. r 7J3 �' ' / g t) !/ :...., # , FFE=446.67 ' : 9 n� 10,..--)1117-4/ ��: ''� Y' / . if �� CRAM( BCAi.R oe a. POOL ELEV�41.87) / // / ' BUILDING 114 j . ) €D ': / T FFE■441 33 ' X A 172u IF k / - / HEIGHT 6) — ) PRobi rA6s \/\ i' % /:� F mii FE.441.3341r , �' / c\ E-i.FtI/ -i ♦ - YARD DRAM_ 4," . sue' / : `� - - OPE BOUNDARY TYP I/ ` [-<.. �, ■,�{1 II II■II■fl■I �/ , 1 ,(L • 2� /`• t'Lfr 1 SNEEf eD. ( ) t { / / '�% ' .��i ALE .1.•-9�T lip ,,// /' ,l�4.: , a36.Ts P. f �� /\ - to n. $ I - .; . . 3' •• ••-••• •• IAININc.WALL•• Qt li, / / / /♦ I , /-..- , WTfHL.) .` PROPOSED RE:AI6.NpJG wALL �\/ / \>c/ / J/ / \EXISTING PRESERVED 1 / =°O45/.� I /\\\ / "AO E`) JJ / / �`t• STEEP SLOPES(TVP.) ' / 1 E•:� 4H.B - ` -..CLUBHOUSE ".� ; �; �� \ / -- /- r •- t',` I. 0 PROPOSED RETAINING WALL / ' /� / FEE=454.67 F (,` I "� \� i•sr K�1� �..\C`> • .'� 7'`' '/ . (MAX.HEIGHT=s) / . - /J/+ MOTT R COLIDI�'Z I WITH HANDRAIL L =444.67 •r,•,-Sir- . `14� ©' \� f / ARA=-,�/-4\. 'S' _ 175 Na 3579t a J/ ; ' l ., 7 i. '• /\`jam--. /"J �..�.` + 0f n, . I �°g `a.% , wr y \ % / •-•. _.ADS ROOF%•j- i rARD L1RANsYs; / b PROPOSED 20'PRIVAIE •,...a...**:,,,,, � /. \� C_ .67 STORM SEWER EASB6(f •1 /'# .PAD- / \ \�/ �� (� .•. a• /• iii/liriliiiiil � �,,' ##' '444.67 PROPOSEDI ADS ROOF/ \ '` \\\ .® �' ' I *�i/J /��• s 5 ! 1' _ rARpDRaNsrsTEM 4/ / \ F_i ' L �; %' i 6J ##_ 10 n ♦ j' • STING 100'STREAM BUFFER(TYP.) / - \ ' /•}\ % -�. / % �' • i•XII , - 1 --�-- at 4, BUILDING#3 %r' / \ �©' / �� � FFE 446.67 /• / a ;IA/ / -. ♦ / 'J POOL ELEV-441.67% / •�� \ / / *4 i ♦ /r �' / \s\ REUWM40 w4u_s , / / / oe �/ / ��, / .'/h FFE�41.3.'{ a*/ •I/ ♦ /' ROUNDNYP / i .! , rIEIpR I=(r)14 -- lAI, / ..!A6S / \ i /� .,J:� LLE�431.9� \ / Z •• .) � "�I *it ,t1 II■11■II■III ' �� - /� p • _ c • PAD■ s �' J ..OTC , �x / •/ " t - ! • ,i �� 411.0 �� • T %' J IrADS .•Cp'J w _ ROOF DRAIN sYSTeM Wr. / �' ,, / ® , , ,, L ,, O.O J ./ _ - �.�r J FARROW H Ir • I - - / /�� .\� • l f//I / ,` .," / ,' - or. 20'PRIVATE a / /. ;r `.\ �`�, }.._l\ , / 11��//STORM SEWER EASEMENT • J i / � A, - '. - Y,'' i• / its,I / ,/ .. C) o ED RETANR/G WALLS +ED RETAINING W +� T`[ k•" 8' /i // \ / A' \MA'(.HHANDRAIEIGHT.L) • • •(MAX.HEIGHT=E)(raw ri\ .t; -7 / /L/ B 'Qi \.""'/ �� 1.2‘ \ a* / T`s/ a ` Fri'; t: 7' �a3► • 4 - • / A• / \ /� ti, •ss o J / {'i/" �yye. , - / 4,14101' ram_ - •-.•..Eo RETAINING wALLs \ g .111;11111111 `�a\ i / ` M0.�01P �/ .i "' - (MAX.HEIGHT=T) .. AO'7. ` ^.% \PROPOSED RETAKING WA11 \ � ;r _.•��.1 %-"-",\ ITH HANDRAIL / © `F �/•y J„ (MAX.HEIGHT=B) / \., '`_ Ai". ,�r(�i�� ` T.'3a7_= �_ //J/ �J :.18 WITH HANDRAIL \ CID // /1 i IA' Ny• PROPOSED 8'ADS .� __ ��'+•�'\�� ROOF DRAIN SYSTEM `W' �J ��� K"-----r-iitir..ED�� .t.- -4Wilmnie IL PRO ED 20'PRIVATE '`• y' 4 ' Z Mcl- STORM SEWER EASEMENT / ' r `• B lI_DING 05 i �, '0 / ` — �I \ _ _ (h W € 1 L-© 3BBJi9 FFE=406�63{ ����► ..�� _- / • 1 r \ _1 \PR�O�AOSRDOF/;" ., i —��► •`I ro ,.. ze: I/ /, • Q11 . .,lit',, ,; -c �'� •• ,,.&-7ANSK7B/ =, -',•;% ".., \ I 5 �' I if 4111/7- // �E) .I �`,+._vlm. . ..'. FY `. % ', , ®,`'., / • (MAX.HEIGHT=61 i W & v' i //,/ • '-\ 0' CfI \ I �\�.� •arts F� \ ` N z /C �i/ `• ; <••_ \ / , • i \ ISTINGMANAGED W Q SW '/ '\+ ! _ `, •.' / STEEP SLOPES(TVP.) > Z / • ..?1 t,- PROPOSED RETAKNG WALL �- , W T. ,/l l / \ ` . \` (MAX.HGIG4LT.t) , S Q; -'-' S ' ' '• "0,, / J , , •` / , .teWill '' _ 7,4: S♦E MARTHA JEFFERSON HOSPITAL APARTMENTS a '✓i L �: ``\ �� / / S1'OTW SEWER AIENT ':� 1 '��'- � VSLl PLAN 201E-27)FOR POND DESIGN INFORMATION Q ; // ,•:1 tl')\ \ •` `• �. '+t�Z•.__ - 'PROPOSED LEVEL 11 J / :i �, \� �•, �I / �\ J � � - •iR- -, WET•• D SAW FACILITY Q' Q L S / / LLJ CLASS I WRAP Z •Iy. / OUTFALL W/GEO-FABRIC "I� Q 8 /, -• •I•' STD.EW ® \ `l�' \` - "" UNDERLAVMENT / I �1 g WITH ALL .�, \ ® .� \ ( n5�W--8'.D=7 , W �Q- -,[ • , R1111pRAp , y\\A,� / , - -••POSED VDOT sTD.EN7-2 � ✓' ( / w '� w. 1 i �\�-C.. ��—\ Ca / WITH RI•: -OIJiF ' W O 'tr 1 \ '\ \ 'R • ii - PROPERTYBOUNDARYVP)•4 PROPOSED RETAINING WALL a:. �`, `IQ?,` \ - - ^i 1 - \ _ /' I l ( fY{t IM' /\ \ \ • LL� 37558 \ . CiR�P�i1G sS6tt1.L LL.- b -- --44-Z,. 4, ----•---- e ' , 4 :' . . �, _ ,1100, /x 1 I. I I J Q T 11\11 �� -e/ \ \ �. / 6a,, `\ \\ PROPOSED vooT STD.Ew-,/ O o = ! \� _�_. ��,, •`,,. rik`. % ' _ /. _ _• -' \\ A -Wni WRAP OUIPAL} I- - d.. 611 \ L l ,c \ G ; i PROPOSED SWM DRY PROPQ9®A06 ROOF/ �.IOP00ED ADS ROOF `'�6 / \\ \\ ,•�'(; DETENTION FACILITY YARD DRAIN SYSTEM FLOW GRAN SYSTEM `,// \\ w±�; \l f7^ NO SEE MARTHA JEFFERSON HOSPITAL APARTMENTS - // /' \\ �' \\ 172131 ° VSMP PLAN(WPO-2018-27)FOR POND DESIGN INFORMATION ,• / J - '�� ;,• \ 3° vuv e VDOT CLASSI WRAP --- • - • . AO / \\ ,� \\ �� /.•/ I°=30' OU7FALL W/GEOfABRIC 6 UNOERLAYAEM '� .i/ /// \\ • \\ / SHEET n0. I V GENERAL CONSTRUCTION NOTES FOR STREETS sm a Iz 2 REFLECTIVE ALUMINUM ^�TH GAG I CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS YATHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY THE CONTRACTOR MUST NEW FINISHED GRADE �NESERvEO LEGEND AND BORDER - GREEN .9 NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT(296-5832)48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. COCOON CAP SIGN PARING WHITE SYMBOL ON BLUE EXISTING GRADE (MVO C, 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CNN TESTS PERFORMED 99FfVF m BACKGROUND BACKGROUND - SCOTT R. COLLINS'Z ON THE SUBGRADE SOIL. THREE(3)COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY IF A SUBGRADE SOIL CBR OF 10 OR -�a�T�sa�:��:� t_L: WHITE GREATER IS NOT OBTAINABLE,A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WIN THE TEST I�I_y�����y�_y`�y�_���I 6'VDOT No. 21A AGGREGATE TYPICAL AT ALL HANDICAP SPACES LLI No. 35791 3,7 RESULTS FOR APPROVAL. - _ STONE-COMPACTED E PE ~� THIS SIGN TYPICAL AT ALL "VAN .g 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RGHT--OF-WAY OR ITHIN EASEMENTS PRIOR TO ACCEPTANCE . / \/\/ ' PROVIDE GEOTEXTILE FABRIC IN AREAS OF ® ACCESSIBLE" PARKING SPACES lb, `- o BY THE COUNTY ALL DRAINAGE OUWALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. �``/ �CC/� `• REQUIRING STABILIZATION AS 3TONAL 4. GUARDRAIL LOCA SONS ARE APPROXIMATE EXACT LENGTH,LOCATION AND APPROPRIATE END TREATMENTS MILL BE FIELD VERIFIED AT THE TIME ►'•��•�/ 4\•�` DETERMINED BY THE GEOTECHNICAL E 1•' 6 OF CONSTRUCTION.ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCA BONS NOT SHOWN WHEN,IN THE OPINION OF THE COUNTY ENGINEER,OR I A� ENGINEER PENALTY SIGN WITH WORDING AS O DESIGNEE IT IS DEEMED NECESSARY WHEN GUARDRAIL IS REWIRED,IT SHALL BE INSTALLED FOUR(4)FEET OFFSET FROM THE EDGE OF ,�`V . .` REQUIRED BY STATE OR LOCAL LAW W PAVEMENT TO THE FACE OF GUARDRAIL,AND ROADWAY SHOULDER WINS SHALL BE INCREASED TO SEVEN(7)FEET �� COMPACTED SUBGRADE(95%) 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED,ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO FOOT CG-9(A,B OR C). P 4• _ z 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED,ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1 NOTE ANY ROCK ENCOUNTERED WITHIN Poe ROOT STRIPE 4 2: GALVANIZED -U"CHANNEL POST Z COMPLIANCE WITH THE MINIMUM PAVEMENT MOTH,SHOULDER WIDTH AND DITCH SECTIONS AS SHORN ON THE TYPICAL PAVEMENT SECTION THE FIRST 0 5'SHALL BE REMOVED AND S^EC I' E •' GDPK,IET p u u DETAIL,SHALL BE STRICTLY ADHERED TO. DISPOSED OF REPLACE ROCK WITH VDOT I. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION SHOULD THE FINAL PLAT FOR THIS PROJECT LES M N ° EXPIRE PRIOR TO SIGN/TUG AND RECORDA ROM, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. No 2AC STONE AND PROVIDE 95% ACCESSIBLE SPACES O w 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM 111TH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEICES AND THE COMPACTION HANDICAP SPACE DETAIL p j ° ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. co p fi NO SCALE 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGHS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN,IN THE OPINION OF THE GRAVEL PAVEMENT - SECTION ITC SPACES&ICHr�'F Awns vwa NO LLI roMYewi .0I VDOT A3 GENERAL E COUNTY ENGINEER. OR DESIGNEE. THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS W/Au CURRENT ESA STAAT)SSOLMDS t OULO.1t/STA rc El COM11EIVa II THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC NOT TO SCALE o in CONCRETE ROADS NOTE 13 TOPSOIL AND SEED $ 12 FOOT STANDARD CD-1 OR CD-2 CROSS-DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS IIAInOvrm��9tAHL RE EiOPIEED VI O AND GRADE SAG POINTS AS SHORN ON THE ROAD PROFILES USE GRAVEL PAVEMENT SECTION FOR SY MOO MIX9 NS AS RES0PWD FOR 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO FOOT OR COUNTY SWM FACILITY ACCESS ROAD RESERVED PHYSICALLY NAAOAMSD PERSONS PROFOE RESERVED INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOYS VIDEO CAMERA INSPECTION PROCEDURE AND WTH A PARKING 19 (O 5 3-Q'9°P Ai�a '1,911 PARKING PAAtWO$PARE LAWWEDwvTE PAN \\\\\\\\ \\\\\ \\\ FOOT OR COUNTY INSPECTOR PRESENT M LIOAN(PIOYAAIOVAMA:n" „ //p//\���\�\//\//\'/� �/\�/\�\//\K/\ Z 4GREEN $ROAD NOTES 1 OIIMI.RE CENTER or 901 SNNL NO AF \//\//t!�'/�'/�//�//S//� '�'�'�'� C aSURFACE COURSELEAST 01[(5)FEET ABOL£SAGE.NOT NO //\�\//��/�//\//\//\// rt,:ep. // \�\,`G\�\ pGRADING MREF SAW Nffua 0w na T I -s \ GO\\//\\//\\//\�/i\\/i� � iy���w�i\�i\\ I 1 .1 1 THE LATEST EDITION OF THE ROAD&BRIDGE SPECIFICATIONS THE ROAD&BRIDGE STANDARDS O'THE VIRGINIA DEPARTMENT OF 3-A Bu-z5 WIIRWIIO III-I I 1111 I 11 III I I PANTED MAO(SET N 1ST OF CONCAVE I I \\/\\/�/\\/\\/\\/\\/\ �\\\��1��\��/\\�/'��\\ tV j TRANSPORTATION SIPECIFICATIOINS SHALL GOVERN THE MATERIAL AND CONSTRUCTION METHODS OF THIS PROJECT INIERUENAIE NURSE imps. TOWI AIM, MA'WOODCUT'S SHALL TP VAN \/O�\�/�O�O�\\�/\ \���\`mil\,�\\�\�/, N O 11 2. WHERE UNSUITABLE MATERIAL IS ENCOUNTERED IN 7HE ROADWAY,IT SHALL BE REMOVED FROM THE ENTIRE ROAD RIGHT OF WAY WIDTH AND 5.5'21-A ZCE ACCESSIBLE Q\\\\O\�'O\ �O'\\IO\\'OOO\ g_ REPLACED WFHERE NECESSARY WITH SUITABLE MATERIAL TO THE SATISFACTION OF THE ENGINEER BASE COURSE J. ,./ 1 I 1 I \//•\//\✓/\✓/\✓/� /II✓////✓/✓//I� , z 6 3. ALL GROWTH OP Netts AND VEGETATION SHALL BE CLEARED AND GRUBBED FOR THE ENTIRE EASEMENT OTHER TREES AND VEGETATION CONFADE ^� "� f100-R.SOD t100-fSLIO \''O�\'/\//\ �/z�n//�'�//����'/���` 4• MIN W •• 4. ALL ANTRUCT SIGHTOVERBURDEN RTV AT ROAD REMOVED FROM SOONS LDER TOESMHOOWER PRIOR TO THE CONSTRUCTION OF THE SUBGRADE D. ASPHALT PAVING - PUBLIC TRAVELWAYS I I HANDICAPPED PARKING SIGNS FNE //�i !'#''*`�/� �!/�i\!i�\\\/ me I DRAINAGE. No SCALE NO SCALE ✓/�i� I ALL PIPE CULVERTS EXCEPT PRIVATE ENTRANCES,SHOWN HEREON ARE TO BE RCP WIH A MINIMUM COVER OF ONE(1)FOOT h-O_ v 2 STANDARD UNDERDRAINS(CD-1 OR CD-2 OR UD-4'S) TO BE PROVIDED AS INDICATED ON THE PLANS OR WHERE FIELD CONDITIONS INDICATE. 2•S14-9.5 6 3. ALL DRIVEWAY ENTRANCE PIPES SHALL BE A MINIMUM OF TWENTY(20)FEET IN LENGTH AND HAVE A MINIMUM DIAMETER OF FIFTEEN(15) SURFACE COURSE HANDICAP PARKING SiGN DETAIL INCHES AND SHALL BE PLACED IN ACCORDANCE WITH THE VIRGINIA DEPARTMENT OF TRANSPORTAION SPECIFICATIONS UNLESS OTHERWISE NOTED ON PLANS INTERNE- DIAR CO Bu-25 III III I 1 I I II II III 111 IIIIIIIII 1111111 EURSE 4. ALL DRAINAGEEASEMENT SHALL BE CLEARED AND GRADED TO THE SATISFACTION OF THE ENGINEER DRAINAGE EASEMENTS SHALL EXTEND TO : NOT TO SCALE IIIIIIIIIIIIIIIIIIuIIIIIIIIIII s A POINT DEEMED AS NATURAL WATER COURSE. 5'21-A .„ GG BASE COURSE ^r X �••,,✓�•-::. TOP Y coMPAc I 2 R ONE AT EACH HANDICAP SPACE WHERE HANDICAP SPACES FACE y PAVEMENT. SUBGRADE WRB,41 - EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH 2 I AN ACTUAL COPY OF THE CBR REPORT IS TO BE SUBMITTED PRIOR TO THE PLACEMENT OF THE AGGREGATE BASE MATERIAL.IF THE SSV ASPHALT PAVING - DRIVE AISLES -f (VARIABLE MOTH) SIGNS MOUNTED BOTH SIDES VALUES ARE LESS THAN TO, THE DEVELOPER WILL BE REQUIRED TO SUBMIT FOR ENGINEERS APPROVAL THE PROPOSED METHOD OF NO SCALE - -- 6' CORRECTION. 1•-1'-- v- 9 2. SUBGRADE MUST BE APPROVED BY THE ENGINEER FOR GRADE TEMPLATE AND COMPACTION BEFORE BASE IS PLACED 1J- • 4-CONC �j a' $ 3. TEST REPORTS ON SELECT MATERIALS MUST BE SUBMITTED SNOWING THE MATERIAL MEETS REWIRED GRADATION FOR TYPE 1,II, OR III PRIOR -Y -,�� �. - �" TO PLACING AGGREGATE BASE. I.S SM-9.5 _ - 6�,yl //• o E SURFACE COURSE - 9 •j/ < - 4. THE REQUIREMENTS TO PUDII/LL AGGREGATE BASE WILL BE WAIVED IN THE EVENT THAT THE SURFACE COURSE IS BEGIN/ AT THE �` A. • ��O /.�S►g4i'% ti COMPLETION OF THE INSTALLATION OF THE AGGREGATE BASE.IN THE EVENT THAT THE SURFACE COURSE IS APPLIED PRIOR TO 60 DAYS, THE I.BINDER - T MA.", , `,-�eby'%am/ O. IIIIIIIIWIIRRIIUIIIIIIRIIRRIIIIIIIIWIIEIIn11W1 - i I. PUGMILL REOUIREMENT WILL APPLY wTERLEDIATE COURSE 6 pi.: p�'• r. • - • • .- • I!% `'`\`�� ���`0 ].3'21-A �����������I���� MIN�r.• •• • 1 •• -E"�• ••:•1 4'21-A STONE BASE `t�\'l``�♦' /�`,i�/// 2 ALBA-WIARLL' COUNTY BASE COURSE I�', i' �i `� �``� `�I' �,��+ -':• ,^ Z ., ,i,..` . I' 6 2' CONCRETE SIDEWALK %,`���! s m*'�i• V CENTRAL CONSTRUCTION NOTES + r/BASE ,OR pa W `��:TA/--_v - STANDARD CG-6 STONE BASE UNDER CURB NO SCALE �``, �+ 1 PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY,INCLUDING CONNECTION TO ANY EXISTING ROAD,A PERMIT SHALL BE ASPHALT PAVING - PARKING SPACES &CHECKED BY HOOT `�� \sI''I"� CURB & GUTTER ,I-�Zi' rn OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION(VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REOUIREMENTS OF NO SCALE NO SCALE PRIOR TO PAVING AND/OR `"```+��a Wuw Z THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. BACKFILLING BEVELED UNITS 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OT HERWIS£NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE INTH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY G.EAR/NC, GRADING OR OTHER CONSTRUCTION. tOVE LOSFDY 1.91-AS EMND�-Sarasmn¢n ItePOOWWSMET 0., 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED,SEEDED,AND MULCHED. TOWmllV1 LOSES RL1Kxr 5. THE MAXIMUM ALLOWABLE SLOPE IS 211(HORIZONTAL VERTICAL). WHERE REASONABLY OBTAINABLE LESSER SLOPES OF 3.1 OR BETTER ARE TO BE EXISTING RR IIIIIIIIIIIIRIIIIIIWRRIIRIRIIIRRIIRIIRRR - N P ACHIEVED. PAVEMENT 1I'I,111.'tlla,11■111 I _ ■/I��/ V Q 6. PAVED,RIP-RAP OR STABILIZATION MAT LINED DITCH MAY BE REWIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER,OR DESNGfE,IT/S DEEMED Ex STOIHE LL SUBBASE '�./.',� %- J �. Io•MRlgiu I~ I NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. COYPAC aI ���T\ - � 1. 7 ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITIH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES �7.. 8. UNLESS OTHERWISE NOTED,ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE-CLASS III suB[NATE Anchor,.Monona. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WIN OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY(29 OFRR PART 1928 TOP OF CONCRETE O d ASPHALT PAVING - MILL/OVERLAY WALL MIN ORCEMENT CONNECTION rn No SCALE qy (NOT TO SCALE) CV NOTE.MANDATORY INSPECTIONS AT THE FOLLOWING PHASES ARE REQUIRED FOR ROADS THAT ARE PROPOSED TO BE STATE MAINTAINED SITE N Z RAIL W ; LLJ I.INSTALLATION OF ANY ENCLOSED DRAINAGE SYSTEM BEFORE IT IS COVERED. GRADE ii.INSTALLATION OF ANY ENCLOSED UTIUTY PLACEMENTS WITHIN THE RIGHT-OF-WAY BEFORE BEING COVERED. ASPHALT W F" ♦) 10.6•T1Z -I v� iii.CONSTRUCTION OF THE CUTS AND FILLS,INCLUDING FIELD DENSITY TESTS,BEFORE PLACEMENT OF ROADBED BASE MATERIALS. I Y J iv AFINAL PAVEMENT DESIGN,BASED ON ACTUAL SOIL CHARACTERISTICS AND CERTIFIED TESTS,SHALL BE COMPLETED AND APPROVED BEFORE THE PAVEMENT COMPACTED I I• ENVIED 1 REINFORCEMENT LPNOTI� 5 �{ Q SUBGRADE STRUCTURE IS PLACED 5' ASPHALT PEDESTRIAN TRAIL .7 _ •' �DATN,HJ:,.. (* w d W v PLACEMENT OF BASE MATERIALS,INCLUDING STONE DEPTHS,CONSISTENT WITH THE APPROVED PAVEMENT DESIGN,PRIOR TO PLACEMENT OF THE PAVING COURSE NO SCALE +i-�$ITE .MAW TRE(TamATVN VAA16s1 Q OR COURSES,FOLLOWED BY FIELD DENSITY AND MOISTURE TESTS AND THE PLACEMENT OF A PAVING COURSE AS SOON AS POSSIBLE. • WALL 1 vi.CONSTRUCTION OF PAVEMENT,INCLUDING DEPTH AND DENSITY,UPON COMPLETION AS PART OF THE FINAL INSPECTION. A' •• II ��� '\\ J vii THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING VDOT A MINIMUM OF ONE WEEK PRIOR TO EACH OF THE ABOVE PHASES OF CONSTRUCTION TO SCHEDULE AN (V MINIMUM COMPACTED FALL RAIL FASTENING DETAIL Z Q < INSPECTION. NOT TO SCALEw -R10TR Of°VELUM. I F-i ii.FAILURE OF THE CONTRACTOR TO SCHEDULE THESE INSPECTIONS WILL REQUIRE ADDITIONAL TESTING OF THE ROADS AT THE DISCRETION OF VDOT OR MAY LEAD •-0lmloE EXCAVATION LIENOD1a OEOPIT NETK'NEwinFCFA1rNP U W O TO THE ROADS NOT BEING ELIGIBLE FOR STATE MAINTENANCE L1 w.-a•onE• . Y (n Z ' T1E35 SHALL WE RANTED AMR/BAUTA OFOA V H DISTANCE PROM RACE OF BLOCK- W^ LJJ P. c KANr of 4'COMPACTED AGGREGATE2 _ BARR RAY H RARIt RANTED ADJACENT IY lug BUT WIAIG�UTILIZE NMI WATERPROOF Anchor.'Desmond' ~ O E / FINISHED sSIDEARM <-\ BASE ODORS{ WOT J21AA S ACE LO(N-0FR ASLJ7v SOL 1 1 EXCAVATION OVERSI2RLG 2r CAA A'MIN.BACK OF WALL Ul in LPtu'1' 2V u0 A TO FACE OF WALLFABRIC WX (SCALE.3At'�I'-0') EXIST GROUND IN'-F _ FL -.FABf _ • ••• STRIP A•woraA , . I �':�:•;.77:(r/`M. UPPER WALL LLI EAST GROUND 1D I 1D I r vNLwmx eroeME C IyI�//.���[A`�V%/��,,[A`�V,.� /1 DRIVEL LANE) (DRAWL LANE) (ON3IREET •1Yr OItlIMD\ COMPACTED 5' I■i�i%�Y/w�:Fw TRl1CTURAL V I �i vm� >a fiGF.0 PARKING) SUBGRADE T I■I Il-="•'W1 U) L,E� TYPICAL T/ZlPA'L1IAY SAT IRON CLASS A - TYPE FLOW-MAINTENANCE I■I I LL o reavBuir a(PRIVATE rRITBL7er/ PEDESTRIAN PATHWAY DETAIL LOWER WALL I■i w CS-SSAR R6SIDEATJAL&I%IAD OS!SODDJY/SION STREIT DISR.'N SPIED' ES IOW NO SCALE �I Cr w g .� OK-STREET di'/1(P-OUT P/RIOAC ONLY • I■I �U �' rn g. NOTE RANT-NO-WAY Ott MOEN N LOCAM.YS OF INC ROMP-our FARNGIO SPACES H I■i •••:••,, l I I TYPICAL "A M` ` OPE !NI =ir ` x,F A O C. FlwsHm I.ma ` Ce o PANT Of G�2A.ITF 5'MDE CONCRETE CA FINISHED 5NOE CONCRETE •�. vDEWNA/ GRADE soEWA1A T.t \ �_ ,� ____ R. EAST r>awro xV 1N•.1 N..1. EAST GROUND \%'.//.N".I■I�"`` .t.mlwlu'MAcrt # A d MANNA _ �<.1 RGMI GRAN TILE °Oy,Nta i ...1, 0 T, T221A „"` 4'VCOT BASE STONE�E \ IT �.'ETMG 00 ^:y= �C.� a . $ EAST otwuo A it 1z FAST �6 6 o - ` (TRAVEL LANE) (TRAVEL LANE) ♦ E 24'FICFIC 7-0" Anchor...Chammod' JOB NO AT PRIVATE TRAVELS/AV OTYPICAL BASE PREPARATION 172131 TYPICAL TRAvA•LIIAY SAUTION .3 TO.4 W (NOT TO BCALE) - -• "--= SHO APPLITVN STREET(PRIVET:TRITELEAT) OF H AS SHOWN CS-SEAR ACTIPERTJAL!TOAD Y//S6 SOB0D/VIS/ON STREIT D, 'IOW SPEER' ZS IOW WALL PLANTING DETAIL (TYPICAL) DIAMOND PRO(TAN)SEGMENTED WALL DETAIL SHEET NO NO SCALE 10 \ . \ �\\ \ �` GRAPHIC! SCALP. / TH 17F'! \ \ n NOTES. rYry.gyc '\ 1. ALL TREES TO BE PLANTED SHALL MEET THE SPECIFICATIONS OF THE AMERICAN ASSOCIATION OF / r= `rT FT NURSERYMEN.THE PLANTING OF TREES SWILL BE DONE IN ACCORDANCE WITH EITHER THE A.I(4)0 4TF�H \ 111'I 1 STANDARDIZED LANDSCAPE SPECIFICATIONS JOINTLY ADOPTED BY THE VIRGINIA NURSERYMEN'SASSDC gSC01T R COW.NIS7_ I �\ \ ='� qR,y-4p�csT r i.K-r\. H -\ NIA CHAPTER OF THE AMIATION,THE VIRGINIA SOCIETY OF ERICAN SOCIETY OF LANDSCAPE ARCHITECTS OR THE ROAD AND BRIDGE ERS AND THE ISPECIFICATIONS / • No. 55791 ..> \ "j \ (a r)T ♦ l y = OF THE VIRGINIA DEPARTMENT OF TRANSPORTATION. h•^ "Q 2. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH,AND BE MAINTAINED l '�p, s \ '�I r R "'' Y.�_- I AT,MATURE HEIGHT'THE TOPPING OF TREES IS PROHIBITED.SHRUBS AND TREES SHALL BE `(�',C,/y� TONAL _ �A� \ T \ ` ___� PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT 111��� / C r'�` �' \ --k 3. PROPOSED TREES WITHIN INTERSECTION SIGHT DISTANCES SHALL BE PRUNED UP TO 6'TO \. S1rI�1`�` OTT" 4 '{ MAINTAIN INTERSECTION SIGHT LINES. // \ \ ��1`�a,,�\, mot \ \ \\ a /��� g A�S I�t\►` //// `�` ERS�N pqR MF EST B RSE� '' _ /// �`' /// 4, - /6, �`L A STAHc OWE �' ` E TO MATCH HOSPITAL MEADOW y+ .1110 yy ••\ \ ' \-,' *►l' `.; (TY'% _ Y M� ER`-+� �� / ,w r LT y �Atl1f.e ;/\`..1 ` iF*�4�` IMP) _- �- / -' (T� Z + y y y �` 01P1 /� / DEDICATED 1 y '' /rt i yPe%figoVvivr,.440� % _ ml M6 •Nsmot ,,,.i/ � ,r� t' m%/ OPEN SPACEM °` - I ♦ y �� 0 � r� cv mot .14 �� �f/` fir= 10.33 ACRES .. , \A . .„ .. A ' / i•` . 46-ep �� "� .�` _i::�r� iT, . • ,I 44 ice► '� ' .A W Al!' ,y _ f / 11\'' !v ,� ��-1 ►- .4' \""!'* �►� T` in__ _I1/��1�'�/• �rt �h' ) � ITT PI; . ��" l 16, ' 1 5` yy ://:rr' ` T if, \ �.i � $eq°° L' y�4,'��i ! r/ `� '�F I,A y' B1 O. �..�\ a� aI it • ►_ ;.Aa.} „PM '.44.41 A.,` r�/.�- ;/ice" ak a1 / SH) I .r y I I (rI .:i ��� 4:1 / / ...\/ / ��rj�'1. `�`+,` 0- � i \ r \ q� �, Uer Aqf i. • Vet 1 ` I (TM BUILDING#1 (TNT L UR.6 \ 1 t IA � ;1 1 : MP 4 _ �irn ` e`' "' i . (t'AR 11 \___, 1 '{, '�' / 3/4STORYBLDG \ 1„ ,Q,� ��, _ �'1 1 �fTr% �'a //ji� 1 € y ry` . ,!+� ,.� 42UNITS \�Jj►_..ate 4 �.\ S r t ang 1; ' ' ' '\ k \ / j \\\ „ ' i': l� : \ /r/{�. ` - CORRIDOR SHALL BE ELIMINATED Z M• 1 !� • \ ' mot \ f I- ,le , c J• my�� � ' \ r/i �. v / i �� � �� BUILDING#2 � q' ` AP • • ` :Miliii.f/44''''t* �1 .'''- i 3/4 STORY BLDG % �!IIIV \\All• ..4 : ` \ \ JitTI r /� 46 UNITS ♦.• /� tlr„ <ceI a • r y �' y � ! fi\emu f !tr `,. /'.!. �, . " " y ' rill \, :y� •,�j,�r / w y -\� „,.5„/ - � /.- I �r ��; - ���"' i, I w Q W - y , � s •ice!.�.! ���/ `s r. r - y+ r' ,y i, � �i ..w�, f , s. `/ <`t' ', ,� / �• y.� ; ? r. �` „icy, /, _ _, t w e " .v \ I. 7, r`l / a. ..r / \Y` I / •♦_ ,, or \/ 1 it!i�` 1 J y y '� r „•.. I / � ;,/li. -/ - t ..� \ /, MP) 4,� /' 'Cl[,r ,\/ I / ! Q z ° r y 1 ti ' `9.i?,,, ,'L/f' A� lt,lr, 'Y. (•� / • W DEDICATED y y yy I RYfl JJ// 4� _ . • / ! a OPEN SPACE y i 1 �/� `\ 1 q�• • Aturr, I- /' 'Z J Q Z 10.33ACRES „ • + I `J. ' T' ,`j. �:/ ,I,�' _ d ` Ir / ;< ' * 4'.,,,,kc '''(, y yy y / L ' 'I � S`��ftr .-",\. • ` •/ ''+ f.f' // !��♦_ F U I'1 U t y y '� r` t �Aa� /` '` � : .7� / // / • '!�, //:rr`� MG Q 11 Ns '%, I t I r y y y�� 11 ,l •� �' (I1fP) �� / / \,\� .. .!/ /% ,_ ��/ '% I!G / 1;°�• z fi y `/ l r %rrl •'� /_ / - �� ,C y�r /►v AR '4� °�?3 N - I f ' y y/ `l/ J �1 u, ► .: `\ �. �•, a Ir` -�+10/ ,Jam: -\ (Tvv)/ p •.. 1. (n pl 7 cc O I y • /r�l �/ J CLUBHOUSE rri) \�A / ' \ w!l,IT��a«• �� (~TYP) I ...4... L 3 - T \ *,..- ---t:: ..- i 4,41b AI.. � / u 0/ J B I ry :40 A/ / rr/ p'q / _ 7l�ji=�► f �rry Qt A ® ,r r/l�Ij�` // \ 1jt�1. �/ �:� 4111471 4 U` Q 3r %1 .1 • •1�PN�` "/r/ '�r/ \ .Fi • f ;J , Mal ow/ O o i os•----aria\ .40 • y. / ' ! /- -_,\ ,, ` \ i'- \IV /` \ (IYP) / 1 /" \ .ti' ? 1. 3/4 STORY BLDG �� rl ��` IF / / i (FIFA / jar' /, ,41 / j%F� / ♦ 42 UNITS /r co S tob s O1NG#a sr, . ' mot _ 1/. 4 STORY BLD(}\ / �� `; ! roa NO./ / / , / V‘. ------1--;. .) ,P 48 UNITSA �� /// �.it-,\ N .'� M •�. �i � jt 172131mPl / r .,r"L i �� -/ gyp) m'P) :� 'oil A r cry. , ' MATCHLINE „ filt / �� _ 4/ ! \ / /L E�a� 1._30r / / SE SHEET 1 /j \ ,., =No ANA Air w '`�I - I AD - / ,�.��// • �� J:.�I - �/ ,af' Al mots ..� \ •a "i.: ••\- \ , \ /MATCHUNE ,\\‘'\\\ \*-\ ,c 1 th ,./ / / , or,, \\ \ \ \ .', i *li -t--......2„:::......„. \ * \\ \\\ \,,I\,, \ S . , .,. , Ei I I \ i,,,, ., _ Y 5 o 1 / sr. l) , ! \, . o 0 3' , ) C---,:j\ . r.,..._, ,, 411,1, ,, i. i , !I , ! fy , 4 t I IT, tr z %li 11 i 1 I Ili 11 ,I PI • IIII I ITIII_ - -I ' I �! II I III ). 1 ;it �I idl I I 0 ,,, , ! . , . ,/, h ill � m i 4100 .. m 1 r �1��1L,,,,_, m I , iie. t, / i. ` ,/, il xi 1 411, 70 70 Cr) — _- — 1 ' i ' f Z ' 1 g _. , ,p,„ 1 , ,„ , ,,, , „e , I til,f , I I.,I I _ , g 1 1 f ' I I `1 I .. 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P:-,41`44644°,,,,s,f/•.,,,.-- „iri,,,-,,,,.„',. 40 .,_—„ -- II . \ar., 00 . • C.:.o Ea • /t fr,A► Y , '.'I t,.J // V. / 4 / . *‘t„„ / ', ..'. . at ., ,/,.1 I ' •'' 41! _ 3vxo/� ,�o 11�/�. s ,'�Sr1 I•� / / 1n}1 / -�. w 1 6 •.� ) ."/y�� / f l- _ .;.� ., / /1;w if I ' 'O31YNlNIl3 3B 1TM115 UOOIUN07 16GSF. oN O • ! �• 91.9� ,�� ' i / 'r / / / /, \` ' 1,60INY103N TN 30 u.rmeis1A'31.0N ' -AMMO.) x.LLOJS 60 ' ,a • r� yjI<i U ♦\� �� / .� - y/ w w f a3NYN1Na 3H1 Nom 1N3Mdlrla3 �dt' II �� I � / j,-�`'• . l ,` 1 • 3Sf10H9f1YJ / , I/J' w w i I • PV N 71" S' f , , '/,I n,lr ! 47), I NOTES: �a`'`H Op `I I I kf, l SET TREE PLUM!PRIOR TO STAKIIG1 K`_PRIRIIC S RESTRCTED TO THE REMOVAL OF DEAD BACKELL 10 TCRMWATE r`1AND BROKEN BRANCHES ALA SNAIL BE PERFORMED L DER I AT TOP OUTSDE LYTS OF 0SCOTT R COLLINS_Z % THE SUPERVISION OF TIE LANDSCAPE ARCHTTCT ROOTBALL —REFER TO TREE :.D N lilt /� t �`�� // 3.DO NOT ALLOW AR POCKETS TO FORM WHILE BACKFRLING. ADO MULCH AND PLANTING PT STAKING RERAN ") No. 36791 a �� LINTS,BEGINNING AT NO MORE -f,�sL' ` NNIEOMTELY SOAK PLANT THEN WA-ER THAN r TIEPIN AT ERNE AND a TONAL c`TAPERING UP TO A DEPTH OF ` \!� S RELA SEE TE TO THIS NSTALDA TIUI.SPE�ECAT:ONS AS TIED s .� ��` , ]'AT PLANTING RI EMITS 'U L `, THEN TAPER IS PROPOSED�1 FW$HPR GRADE \ \I//// ��!/, 1'� MAPLES \I/ ` IIIIIP TREE GUYING OCTAL CONSIST T� 11 / OF 2 QIYS.SEI RO'AROUND PLANT MT ON'W/Rl"SIDE sPECAEN SHRUB - \V IlIZE es LAS SPECIFIED ON \' TRENCH APOIAA IHAW'NCSI ENTIRE AREA TO f& 'iy�\9�'� , qOp� 1 I REFER TO TREEI REFER TO TREE `��\ MULCHED (/� R STAKING DETAIL Al STAKNG DETAIL I, -'2)". �r'IIIIIIIINIIN41inl!Illlllul':y � � _k''I„�A�M;I'" \. �\y\ \ \ \\ BAGKFiL NTH CULTIVATED COMPACT EXCAVATED$OIL i , ��I��v- CUT AWAY ALL WIRE BASKETS / / �/_ ORIGHAL SOU FROM P'.ANT O FORM POOTBAI L MT '`/,�/ AND/OR NON-BIODEGRADABLE \\• per\ \^, PIT EXCAYATNN F LOOSE.4 IU- TfENCH EDGE AROUND ON DOWNHILL SCE OF TREE ROOTBALL YfRAPPNG AFTER EXCAVATED MATERIAL S NOT Z ENTIRE AREA TO BE MN TRIAL TREE PLACEMENT LOOSE,SI�ESTITJ:E WITH MULCHED BURLAP ROO7BALL WPAPPNG ACCEPTABLE TOPSOIL Y TRENCH EDGE AROUND TO BE JIVED FROM TR'„NK MATERIAL AMEND BACKFLI - \ \ di °Y' !" `F ANC C.,i AWAY TU A PJMI PER SPECFCATIONS.COMPACT / \ ENTIRE AREA TO BE I ��,L5� r. REFER TO ROOTBALL PIT / MULCHED I h..„. ' ,....4 P- AT LEAST V2 pSTANCE DOWN BACKF•LL N LETS BY FOOT z i... DETAL ry/V�\�,/ •y}�,1 —�� 4 ROOTRAII WATE4 TNROIMaI&Y AT V2 E 4 H\�/ t L REFER TO ROOTBAL I PIT f - _ Y,f DEPTH. O u �� •� l )TI, _ $CARFY BASE OF PLANT FIT F j Q\ ., 1 OK'At as I WHEN EXCAVATING PIT BR-AK ra=TIRN ANC COMPACT LOOSE M Ti ¢�1_ THROUGH AID LOOSEN ALL EXCAVATED MATERNAL TO //.\ ROOTBALL/ 4 N" ._ ' I' I UN F I• 11 F_� I NECESSARY HARDPAN IREM FA AS CET ATE PLANT PR TO ESTMUSIED • Z < - t �� \' \•.� m I iI a _ DRANAGe: PROIER FE ANT PLACETMENNT TO M m 1 • %T//�� �//,%��Gi/� • ."'kg/ ��Av'J\ �F / NOES /�/ e y \\ \ \' J 1.MOTET LANDSCAPE ARCHITECT OF ANY SITUATION WHERE STIR CNANACTEIISTICS ARE NOT De D NOTES: - MOTES REFER 70 ROOTBALL PITAK AGREEABLE TO THESE PLANING CRITERIA OR WHERE CONDITIONS RAISE CONCERNS N In •SET TREE PLUMB P/BOA TO STAKING 1 SET TREE PLUMB PRIOR IC STRONG DETAIL TERMS OF PLANT NOTEDSURVIV AITY OR WARRANTY i 2.CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF ANY PLANT DAMAGE EXPOSED BY ¢ e AU PRUNING S RESTRICTED TO TIE REMOVAL.OF DEAD AND BROKEN BRANCHES AND 2.ALL PRUNING IS RESTRCTED TO THE REMOVAL OF DEAD AM)BROKEN BRANDIES AND OR NCURRED DURING.PLANING PROCESS € 2 SHALL BE PERFORMED UNDER THE S•,.PERVISION OF TIE'..ANDSCAPE ARCHITECT SHALL BE PERFORMED U:D:R 1HE SUPERVISION OF THE LANDSCAPE ARCHITECT d O TREE PLANTING O TREE PLANTING ON SLOPE — O SHRUB PLANTING ROOTBALL PIT - 32 11 SECTION PETS a SECTION NTS SECTIONNTS. Q SECTION NES. fi • Planting Notes (-eunh of AINmaHe Comm alien Ilan Checklist-Te he placed on Landscape Plana D 1 DO NOT PROCES WITH CONSTIL,CTION AS DESIGNED WVCN IT IS CDVOUS 11AT OBSTRUCTORS ARC OR GRADE DCTRENCES'%UST T.AT NAY �^ 74 / (l larcNuwL pp III2IIl I I L29^for complrle.p«Ificar*Morn) �' NCT HAVE SEEN KNOWN DI.R NG DESIGN SUOF CONDIT QVS SHA__IMMEDIATELY 3E BROUGHT TO -HE ATTEVT�,ON C. THE LANDSCAPE ARCHI IECI o Cl � THE CONTRACTOR ASS,:M=S COMPIFT= RESPONSIBI.I Y FOR Al NECESSARY RFV SIGNS CUE -O=All URF TC GVF SUCH NOTIFICATION. ,y I The HvlkRI.a IR.MML B.rheRl«I sae el.A " \ 2 ALL PANT MA'=RIA_S-EA__BE APPROVED 3"THE LANDSCAPE ARCHITECT PRIOR TO I-S ARRIVAL ON SITE SEE SPECS TREES OP se ulBw.R sr'"® ALL AREAS VAIHN II-E PROJECT LIMI IS OR DIS TURNED SY CONS RJCI ON OPERA!ORS AND NCI 0-HERMS_ S�CI-IED SHALL dE SEEDED PER wmlxsv HMmwoaD STAKES. -ra�I.•l.r.ayrd. S r LL SE SPECIFICATIONS. ' OWED TREES MPH HIIBOAKUY ER9..INE El .Anita of dam'Iualde dnphne of Rees n•he sawed I. e pI1'®NERIlEO1Wly SPACED.Tf 9lFD. Landscape El Lo:xnnn and type of pnNeclve Huang. t E.+EE1lLF i Notes. »o TI F/IA W ES Loop HOSE El G,./F changes nyrluug tine weld or Oa14. '• g TRW(FUO WIRES MTN CggVEY TAPE. El Prepowd trendPry,a tunnehg heyced the Kindle of deannp Q ,IL J �' REFER TO NFECLI IRE FOR J7 1 CONTRACTOR TO USE E%TRENE CARE ANC ^AUTICV AS NOT TO DAMAGE ANY TREES SCHEOJLLD TO REMAIN OUTS DE LM.TS OF CONSTRUCTION / INFORMATION 2. _IM'S 0=0 STJRRANCE ANC TREE PROTECTION "TNCING SERVE AS':M TS 0= CONSTRUCTION ( ` 7 s 4'. 4. 0 AN Iron,To be..voi.hall be marked with Pew so nbWn at a hnghl deal,.,.roue to egupneul opera., Z E(` 3 2 NO CONS RUC ON EGUIPM_NI OR STORAGE SHALL OCCUR W IHIN DRP_NE 0- EXISTING TREES PRIOR 10 MOHILILA IION CONTRACTOR SHA__ • I. t l El *In grMimg dull l.�In uINlrN aver ltt.lnrg nAs bow�nspeaee EldappmMq-+v'Mmn•Im Inspect, M CONTACT LANDSCAPE ARCII TEC-(LA) TO DISCUSS TREE PROTECTION Tr'ORTS ALL TREE PROT:CT ON MEASURES SHALL GE APPROVED BY .A 0) p -. [XWw•ES WITH taESERU PAN J. {' CARROTS.. EN AND/OR INS ARflORIST flFFCRF ANY CONSTRUCT ON ACT ANYS SH All TAKE PI ACT ON-SITE CONTRACTOR-O MONITOR TREES FOR STRESS • �N- IIEI. ES zn w TREE E] Tao d d,allNmIcwcd'nih the u,Inrlu ua ate EN ANC/OR DAMAGE AND ADVISE LA AND TREE ARBORIST IF OCCUR a/ '� Hear-sum pn+«Don meanae, 3. CONTRACTOR TO NOTIFY LANDSCAPE ARC ITECT AND/OR TREE ARDORIST 48-110URS N ADVANCE Or ANY CONSTRUCTION ACTIVITY NEEDED WITIIN - - TOP OF Of STAKES sIAKEs nrAr 4. EM.rr.MH ORR.N.R w Mar.., Cr e(7 AN"TREE PROTECTION MEASURE ALL TREE PROTECTION MEASURES SHALL 3E REPLACED IN ORIGINAL LOCATION ONCE WORK I-AS BEEN >aV d A"� PAULat SAUCER O [levy egtapnul vela calm traffic and nudge of cumruwoe REauil lndOAlgR,l NEI not be pelosRed.Wthln the daphnn of ere® V I o DOUR FT=D NO WORK S-/Al Al DONE WITHIN DRIP!INC OF EXISTING TREES UNI FSS APPROVED BY TREE ARBORS-OR LANDSCAPE ARCHITECT �I I' m�"eTii1 CV ,^ b PRIOR TO WORK �, -A.ERTED SDI MP W v/ '� S. Sell Fnabn API Sternnsbr ITetulM•!HENN: Ta i 4 A WORK TO BE PER-ORM-0 BY TTuC CONTRACTOR WITHIN TIE DRP NE 0-ANY EXISTING TRIT OR TRE-PROTECTION ARCA SIIAL_BF DONE IN A -- El Saar deo i no sbd l not adversely Mix,tnr,to he saved MANNER SENSITIVE TO ENS„R NG NO DAMAGE M BE DOVE TO THE EXISTING TREES THE PREFERRED METHOD FOR C,RADING SMALL AREAS WITHIN 'I 1 L, N z E THE DRIPUNE SHALL BE `ONE BY HAND LARGER AREAS TO 3E GRADED MAY BE DONE WA7H A SMALL BOBCA-/IRAC'-HOE CONTRACTOR -O I- -I` RIOvE 6. Tres: JISC/,SS METHODS OF GKA2I\G WORK YAM LANDSCAPE ARCHIIECI AND IRE_ ARSORISI PRIOR ICI CONMENCNG ANY SUCH WORK WITHIN i_I 'V woa„LUA StiOwITU�P`Re"Tw O FI..are not hem,rned-'thin Tat fee ofMcdnpimanfnoesmhesaved W j LLJ DESIGNATED"INS PROTECTION AREAS CR MITI IN EX STOIC DRIP'NES -1 C o SCAM,S SCA TO+'.DEPTH P.N.N 7. I. TIAA: G 1 5 AO PLANTS HAVMG A gJAN "Y(TREATER IRAN ONE(')SHALL 3E VATCHEO AND SUPPI ED FROM iH=SAVE SOURCE (PER SPECIES) -I El ImSc mamas shall not be wave Inn Teel of the d.,phne.efo-m toN saved W Pr COMPACTED SIsr.u�- Z J �A.�// 6 CON IACI LANDSCAPE ARCHIIECI Al THE TIME CF PLANI MA IERIAL OE_':VERY, BEFORE ANY SUSSIIIU DONS OR TT•ANGES,IF "P SCHEDULED IES 4 PreteRIAY KrgMC - I..L u ARE JNAVAI ABLE, AND FOLLOW NC INS-ALL ATONALL FT_ANT SUBSTITLTONS SHALL BE APPROVED BY-HE LANDSCAPE ARCHITECT PRIOR TO Evergreen Tree O Ira, be roamed u•fm of ap00nd ELLEN go'grad g acimry shall hepolccld bye to A-•4 'LACEVENT OF ORDERS fl Detail El Trod shall be In ace and dialN led and oval by aCc.a.l le < Q Nol To Scats Unsung• place Irsspn am rnpadom Enos grwAsg u u,nlrtrv.n Ti)(n / LANDSCAPE ARC-II!EC I SHALL NSPEC I AND APPROVE AL_PLAN MA IERIAL Al IME DI DELIVERY AS WELL AS At ER INI IIAL P_ACEMEN I PR OR 11 free Melia ' n W I"� TO PLAN-NC. CONTRACTOR TO NOR'"LANDSCAPE ARCI ITECT 48-IIOURS PRIOR TO CE-IVERY V Q W D \Shen dr Errand Icvel m ai he maul wal n Ibc dnaltne of•vre to br saved.a tree well dun br prodded and a a,sHnKvul dalul 8 PI ANT IOCATIONS'O BF REEVALUATED AND REV VD,IF NECESSARY, AFTER FIN SHED GRADING ,uNmued for approval J Q - / 14.II:LW AL V v 9 MULCH IN PLAN IERS AND P_AN ZING BEDS IC BE C_pAN AND FREE FRO11 P_S AND DISEASES MUCH SHALL BE AP'L ED ID A 2-INCH DEP IH �e 7 El when the pound level must be loaded a_tlun the trryltne a Poe to be sn'ed.a well shell be prtwrded:Ed a a,utnw.m NWT a Q Z u MULC/RINGS 24-INCHES MIN IN DIAMETER ARE'0 3E PACED AROUND AL TREES NOT LOCATED N P_ANTNC REDS. MU.CH TO BE Z $ DOUBLE-SHREDDED HARDWOOD submitted Tor approval Hy COLO.STRAW feu CHID;WEE I I--I eL 4 ' YHTH RIBBER HOBS ITNNKXDES /•� IC CONTRACTOR TC VERIFY A.A.OUANTIIES BETWEEN PLAN AND PLANT LIST AND REPORT ANY DISCREPANCIES TC -HE LANDSCAPE ARCHITECT \ ,I n.7rens1Nonilo W TErRairA U LL MMEDIA'EL"PRIOR 7C ORDER NG Tar NpIpMOm STAKE O Men nenchme is regaled widen The it ro of drennc n shall be done 1 far away Nun the trunks Mmees O pow Ne.Tw,ebng /N u u,da a large tree still N anadard-au dtenuove cairn II Ia anticipated tlw u-cuaan Inirhlsg sail d.�noy feed.Tools Y V/ ID OF FRJM Toy 11 Al STREET TREES WITHIN THE PLBLC RIGHT OF WAY SH All 6= MA NTAIVFC B"THE APARTMENT CONPI EX L 12.rRalKr.: 0 Q E ` \ SCARIFY llASal Too MA�PYH ID Preteens.fenar$*Uhl tr the last Item rurI Id d,nmg IN Meal dumup = y = 4z 8 MACH SAUCER 1!. in Z J LANDSCAPE REQUIREMENTS FOR PARKING AREAS: PLANT SCHEDULE 1 - F►'ISMEO CAAOE Damaged trees.hall N nestled IROw.dy by puma.TWIN/Alm a,cn ran methods«a.tmmI1d by O ten special. ,r TREES TIP TO T.CAL.SHALL SE STAKED. I TREEgCUIOn I.,RC£R SwaLR ROIIIz Ir ism IF RGSN/NSId1En 70 CONS:R WITH THECONTRACI OK ON TREE CONSERVATION W SYMBOL QUANTITY LATIN NAME COMMON NAME SRN - /L ,^ E TOTAL PARKING SPACES-4o6 'i • tA,rEDwT,H,EotMLLrBPArEo / REOITRENENTS. Z W v' TWISTED.N3 aAIKIE ORE WITH 5001E REQUIRED:1 INTERIOR TREE PER so SPACES..41 an 37 AEERRUBRUM'OCTOBERGLORY' 'OCTOBER GLORY'RED MAPLE 2SCAL A OTwauoDEg.LOC.N SE TOTAL PROPOSED INTERIOR TREES=42 CD 19 CEDRIN OEODARA DEOOM CEDAR 4-5'NF _ - AB SHOW RAG WIRES vas 1D/2U19 W a 20 CERCIS CANADENSIS EASTERN REDBUD 67 HT - UN TRV YORE REFER TO SPECS OW n1:R SH: STIR; DAn:J TOTAL PAVED PARKING/CIRCULATIONPREA-274,260 sq ft CV III CMONANTHUS VIRGINICUS FRINGE TREE 67 NT I_ FOR AMMO.NFMIMTKIH I-' Lt. so _ --- AuvaED SO4 MT REQUIRED:5%OF TOTAL TO BE PLANTED-8,713 sq ft 47GS GINKGO BILOBA PRINO:TON SENTRY' TRINCETON SENTRY'GINKGO 2,5°CAL _ W TOTAL PLANTED AREA PROPOSED=17,185 sq ft ODPKTLNC'1 FTR/H.AGER SIG NA[LIRE 'V'rF;I i 39 RE%GUBRA'SHMMIOOC 'SHAMNOOL'INKBERRY 4-S TIT —DPVAC FOp EORADE W LLJ IN 17 ILEA OPACA'JERSEY KNIGHT' 'JERSEY KNIGHT'HOLLY 4-5'HT _ STIN6 Pact ort . !'1 OH 51 ILEX OPACA SATYR HILL' SATYR HILL'HOLLY 5'MQ w TREE CANOPY CALCULATIONS: f+ Tree Planting and SIBkiIp D. c < N B7 REA MONICA'HENRY'S GARNET 'HENRYS GARNET SWEETSPIRE 2P HT NPI To wale T v NL 64 !TEA VIRGINIUn1TIE HENRY LITTLE HENRY SWEETSPIRE 5'NT O 1 CONSTRUCTION AREA-26.65AC O i- f DWELLING UNITS-250 APT UNITS N 50 JUNIPERUS VIRGINIANA'EMERAL SENTINEL' 'EMERALD SENTINEL'EASTERN REDCEDAR 4-5'KT sal- �/ - U LL DENSITY=15 UNITS/ACRE LIR 29 UOUIDAMBAR STYRAOFLUA'ROTUNDILOSA' 'ROTUNDILOBA'SWEEIGUM I.5-CAL < - LT 43 URN)OENDRON T1AIPIFERA TULIP POPLAR 2.5°CAL - TOTAL SITE AREA 26.98 AC LS 6532 URIOPE SPIUTA CREEPING URKJPE 4'POT GREEN WAY DEDICATION -10.33 aCreS MO 17 MAGNOUA GRANDIFLONA'MD.!RANCOUR 'OD BIANCHARD'MAGNOLIA 6-i HT OPEN SPACE -9.98 acres M► 7 MALLS X YRAIRIFIRE YRAIRIFIRE'CRABAPPLE 6.7 NT L e A AREA 6.67 acres PIS 19 NYSSA SYKVATICA BUCK GUM 3.5'CAL _ Iw s `1 PT 22 PINUSTAEDA LOBLOLLY PINE 4-5'HT 2-- TREE CANOPY:25%I 6,67 AC-1 AC RPRUNUS nPRUN LAUROCKRASLJS'SCHIPKAEN3IS' SKIP LAUREL 2'HT _ 1 n131 P T\dJ TOTAL PROPOSED TREE CANOPY=1.84 AC QB 31 QUERCLJS BICOLOR SWAMP WHITE OAK 3.5°CAL _ ' C l 6 QUERCIJS NUTAWI Nl1TTALL OAK 2.5'Ul N/A as 34 OUERC0SSH1MARD11 SIRJMARD OAK LS CAL u SHEET Ild Mailman Lemosark ,,,,,............ \ `‘k t'TH Op II, I .+. �..�.1.d 1.:.1.`1•.:rJ ,t+4SCOrT R COLLJ)GSZ "". �-n`i. IF- I:- I .�-fJL�' ( t `fi • T _• _ IP C . �.~-wow w pa rr•=•rr PRV PREVAIL M I� 1_ •�-•�.ti�_r -+..• _w._` / ` /0(9. \iiiiiiii -c)\ ''‘, -, i. �. ."- '..i�� . ...r_1 ilea c __- _ •. --M .`.r�,'.'se°y �' .� \ �� .......••=1•11.04.0.1 01•••••1.81,0314. ••••••••••••1,••••••• i iC,*%. \‘' \ . ----.--s. _I, IL- INNIMmoomp...4.1... ••••••••••••=1.16.0 •••••••0.1101•0•••••• ''''="'. el t 7. 727 = "... 11.1°I 11N. -, .., . r At" _„,..\-\,\.\\C- \. . .,,, , IL:: v - ; . � -ill 0.ri r w w w i am,. w w , � -�. rrr- I tr..r N.. \ MI..•100.....•• \cdtoirmao N• /or p __ ...,_ ,,,, .;1 ,11:‘,& rt \‘ , \--- -,, - 1141141 CO — rff41 .7-.S1:---- -.1,---..z.:. 111T411 7-4"---:-`4- =a-- .....= 4teTA ',\ 111 00 1•111\\`'<\\\ .,\.,. _ -- / I / /iiiiitUN \ 4 ,,,,...P ---- -__ , ...----- -____ / / AppeeVI"C 4, , •,. •.• / _ __ __ __ , _. , , .... / ,. \ -vs , .„.. ,...,______,,:t. iii„..„, ._ ._ .„ ......... , _ ___, ,,,,4,:ip ,,,, .,.), _ NOTES. / // / 1,1`�..\♦. - ,t� ilh�\ 1.ALL POLE LIGHTS SHALL BE A MAXIMUM OF 20'FROM �• % I ��// •' 1• THE GROUND TO THE PROPOSED LIGHT FIXTURE.THE / �� `00,3 �•.� `� �♦/ x *AIM 20'HEIGHT SHALL INCLUDE THE BASE OF THE POLE. / / / �� ^�. ♦�. �� �`'�`+ (\ ••♦ 0 z 2.ALL LIGHT FIXTURES SHALL HAVE A FLAT LENSE _J :0,,./7//—sSN-li, ♦ , !+. ��� T \ ��3. LAMP TYPE SHALL BE METAL HALIDE. .\, 1:.� I�� , ,4. FIXTURES SHALL BE BRONZE IN COLOR. / {{ ,,�•��� \�� ��` \. \� �� •I .` \ Z/ _. r a- _._ ,.- 5 PROPOSED POLE LIGHTS SHALL BE A WARM WHRE / \\,♦� \ i� \ • „,...__ . t - LIGHT(27003000K). , , - \O��♦• ^�<. / � �/ ` .\*.40$•‘ \ I tX.X. -,,,,..4 \ ‘ ..... ---, 41,-7- ArTA--Callh- . .'' .1"..,„dialk....4,41- ir/ '''' ' 1.-N *IV S - *. ' '. \.... ) .v‘' ,t, �. .At�v\ ♦!../ 4eA.\ *0" ry• Y.0,,1,-,19. . ISONIIC \ ,-•A#:."04-0 4\_ <.r.\.,\/ % N ::,,/} go - 'a * \ ,, \- of,601 . ..<,•7 w"---111%; .°;'''Ilk ..,,,1*.,';:-.T.OP.,/,.• W < LLJ ... ..---*** / ‘ 7 t '1 ts$: , •*.s.' ---•`'-v i-• % - 0 * • ii°1P' '''' ' . ..."11,77-.7?... . \ \\\.4-1,:,, \ 'IA sw-41°1111ir..------- • ''' '\\- \,44-1?"01.14°)C\ *-.' eigir, \ ' •%,,-- '' 0‘ 0 \ ' 'Ilk\, U3 .% Illi----: ''' \ ' "'-ik ' 1.7 r < i / — 0.1, ., - .4 L.---.00.,,,. \ v „. ,,, ,.;,,,A\ \s A. \ \ A --''' \s •• t10 ' 'VN 0 $A;0\k 44o....illik \ \ 16, .."''‘ • ''''''' 0 . 4, ..., eo, \.#440 . "Lit * clit*P' *‘ I's•Sk<fs"--0 /fr ' 'N".4. ''. ' * v �� � �41111111k. � (nv • v � � w� i; u)H IT CC 1-1 I NOTE. • .-----— \\ MANAGEMENT -------—STORMMATER , 0 Q 1.EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3.000 OR \` ` FACILITY C O p MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE - _ \ - ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING \ \ CV Ce RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS.THE SPILLOVER \ l — LL OF LIGHTING FROM LUMINARIES ONTO PUBLIC ROADS AND PROPERTY IN \ Q £ RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED _ �� ONE-HALF FOOTCANDLE. \ . �- — �� o tr• • \\ \ `mlwo r I GRAPHIC KALE- •,RD.N i 172131 ... n• \ s \ `� run.sAo r riSCALE N \ `1 t rw rr.T 1 sR5r.o. 1 • \ • 1 n- xr 0 5 $ A • .,_......._ t ,:. ;, . •' .i .- 0 • •.. el s. � •i � .. 9770 CASEMENT Mi.. i- 9770 Vny I . Casement Wncow The 9770 new construction casement window offers PERFORMANCE FEATURES superior style and traditional craftsmanship with . Warm-edge spacer system maximizes energy efficiency features like beveled exterior edges and multi-point and improves seal performance of insulated glass units locking hardware.A closer look reveals energy-efficient . Welded,multi-chambered frame and sash for superior features including triple-point weatherstripping, strength and energy-efficiency double-pane insulating glass,and a multi-chambered . Triple weatherstripping for enhanced thermal mainframe.The design offers a large viewing area performance with clean,continuous lines for unobstructed . Multi-point locking hardware creates a tighter,safer seal views The 9770 is DP-50 rated and is also available • 90°hinge capability provides maximum ventilation and with the StormArmor'"impact-resistant product airflow enhancement for storm-prone coastal applications Available with STcPRVARMOaR impact-resistant ge HIGH Welded multi-chamber PERFORMANCE 4�ECISIONB mainframe design ytHf USp 1 3%"frame ll depth .11 Standard Optional 1 1 Dual-pane 1 / insulated glass • Designee smarter, from the insice out ENGINEERED TO PERFORM SAFETY&SECURITY FEATURES CREATE A CUSTOMIZED LOOK • 3'/:'frame depth • Multi-point locking hardware creates a tighter, HARDWARE FINISH OPTIONS • '';'dual-pane insulated glass safer seal • Color-matched • Wood extension jambs available for • Optional tempered glass is four times stronger 4'%6",6 9/16',and 7 3i wall depths than non-tempered glass and safer if broken GRID TYPES&SIZES Mounting fin • Optional obscure glass allows light in while • ''a" flat grids-between-the-glass • protecting privacy • '/a" flat grids-between-the-glass • StormArmor package includes impact- resistant glass with low-E and argon Optional Window Operating Control Device • /,'sculptured grids-between-the-glass (WOCD)restricts sash opening and reduces the risk of accidental falls • ' b'sculptured grids-between-the-glass CONVENIENCE&STYLE • 1"simulated divided light The 9770 features the following design details on every window SIZING GRID PATTERNS • Beveled exterior edges MINIMUM&MAXIMUM(available in', increments) rr tN • Folding operator handle • 16"-36"wide x 24"-72"high ik � i tee t±r #f e r I._ Colonial 9-Lite Diamond Perimeter VINYL/EXTRUDED COLORS ENERGY-EFFICIENT GLASS PACKAGES Our dual-pane insulated glass package options help save on heating and cooling costs while enhancing home comfort • In cool weather,insulated glass provides outstanding thermal performance to keep interior White Almond Clay glass surfaces closer to room temperature,eliminating cold spots near windows • In warm weather it helps reduce solar heat gain and minimize glare to improve interior comfort EXTERIOR LAMINATE. • Able to meet ENERGY STAR"requirements in all four climate zones GLAZING TYPE U-VALUE SHGC STC Bronze Low-E glass 0 2/ 0 23 28 Low-E glass withgrids 0 27 0 21 28 EXTERIOR PAINT Argon and Low-E glass 0 24 0 23 28 - -- Argon and Low-E glass with grids 0.24 0 21 28 11 HP Low-E glass 0 27 018 28 HP Low-E glass with grids 0 27 016 28 Argon and HP Low-E glass 0.24 018 28 Cream Silver Almond Clay Argon and HP Low-E glass with grids I 0 24 016 28 Impact-resistant laminated glass with Argon and Low-E 0 24 0 23 I n/a Impact-resistant laminated glass with Argon,Low-E,and grids I 0.24 0 21 n/a --- Impact-resistant laminated glass with Argon and HP Low-E 0 24 017 n/a Impact-resistant laminated glass with Argon,HP Low-E,and grids 0 24 016 n/a Cocoa Forest Bronze Black Note all values based on standard V."dual-pane IGU unless noted otherwise Green Plia 0 .0 Bronze laminate available with white interior only, � I••1 r' available with'.'flat or"A."sculptured grids only, E.,l Si a not available with J-Channel v„er.eti ,tr e•^ MM. MEMBER t Exterior paint available with ',."sculptured grids only OUR MISSION MIM Mi.. Getting It fight --_very Time We build each of our products the same way we built our company with integrity and precision.Every MI window and door is handcrafted in the United States using state-of-the-art manufacturing techniques, and is backed by vigorous in-house testing procedures.We are 100%committed to offering the styles, value,and performance you're after Experience Clarity"- Discover everything we have to offer at miwtndows.com,or by calling 1-717-365-3300. 1 Copyright G 201i MI Windows and Doors LLC All rights reserver I. i .nin , 3580 ,f '+ s SINGLE-SI IDE P k:. M: 4.11 s. . 3580 VinyI ._ ,,,,,,„ 9 Singe-Sicer Wincow ..„, The 3580 vinyl single-slider window offers PERFORMANCE FEATURES handcrafted quality,exceptional durability,and • Warm-edge spacer system maximizes energy efficiency optimal energy efficiency With standard features and improves seal performance of insulated glass units that include a pre punched mounting fin and • Welded,multi-chambered frame and sash for superior strength and energy-efficiency removable sash for easy drywall pass through,our • Integral J-Channel and mounting fin with pre-punched 3580 window is ideal for any new home construction holes for easy and efficient installations project Dual-cam locks,brass roller system, • Metal-reinforced meeting rail delivers strength and durability and metal reinforcements at the meeting rails . Brass roller system results in easy operation provide aesthetic and performance benefits that complement the window's builder-friendly attributes Qo..CISO* cst Welded multi chamber - - - - G 1 I ' mainframe design WAc:M-EDGE SPA,EP SYSTEM y' (USCO DUAL-PANE 2%"frame ,r depth 1 Ili ' Dual-pane insulated glass Designed smarter, from the insice out ENGINEERED TO PERFORM SAFETY&SECURITY FEATURES CREATE A CUSTOMIZED LOOK • Multi-chamber mainframe design • Two cam locks at meeting rail create a HARDWARE FINISH OPTIONS • 2 frame depth stronger,safer seal • Color-matched ▪ "insulating glass • Optional tempered glass is four times stronger than non-tempered glass and GRID TYPES&SIZES • Wood extension jambs available for safer if broken 4',',6",6 9'i6",and 7', wall depths ▪ flat grids-between-the-glass • Optional obscure glass allows light in while • 'v" flat grids-between-the-glass protecting privacy • "/a'sculptured grids-between-the-glass CONVENIENCE&STYLE • Optional Window Operating Control Device The 3580 features the following design (WOCD)restricts sash opening and reduces ▪ '%e'sculptured grids-between-the-glass details on every window the risk of accidental falls GRID PATTERNS • Silicone-glazed sash ran: � 'i �� r®:r. ▪ Full-length pull rail SIZING !i!i n■ i lit no .iiilI l' /;11/tf MINIMUM&MAXIMUM(available in is increments) Colonial 9-Lite 6-Lite Diamond • 23"-72"wide x 11 '/"-72"high Perimeter Perimeter • 721/4"-84"wide x 11 1/2"-60"high VINYL/EXTRUDED COLORS ENERGY-EFFICIENT GLASS PACKAGES Our dual-pane insulated glass package options help save on heating and cooling costs while White Almond Clay enhancing home comfort EXTERIOR PAINT® • In cool weather,insulated glass provides outstanding thermal performance to keep interior glass surfaces closer to room temperature,eliminating cold spots near windows • In warm weather,it helps reduce solar heat gain and minimize glare to improve interior comfort 111 III • Able to meet ENERGY STAR®requirements in all four climate zones Cream Almond Clay Silver GLAZING TYPE U-VALUE SH,GC STC Low-E glass 0 33 0 30 27 Low-E glass with grids 0 33 0 27 27 Cocoa Forest Bronze Black Argon and Low-E glass 0 29 0 30 I 27 Green Argon and Low-E glass with grids 0 29 I 0 27 I 27 HP Low-E glass 0 33 i 0 23 27 HP Low-E glass with grids 0 33 0 21 27 Argon and HP Low-E glass 0 29 0.23 27 Argon and HP Low-E glass with grids 0.29 0 21 j 27 Argon and Northern Energy Star Low-E glass 0 30 0 55 27 Argon and Northern Energy Star Loy F glass with grids 0 30 ! 0.50 27 Note all values based on standard 3","a:.I-pane IGU ® I! A, 4, Exterior paint available with /,2 sculptured grids only' I la MA PvPTNER �-weca aiMs MEMBER OUR MISSION Getting It fight =very Time We build each of our products the same way we built our company:with integrity and precision.Every MI M 'M window and door is handcrafted in the United States using state-of-the-art manufacturing techniques, and is backed by vigorous in-house testing procedures.We are 100%committed to offering the styles, value,and performance you're after. Experience Clarity"' Discover everything we have to offer at miwindows.com,or by calling 1-717-365-3300. Copyright©2016 MI Windows and Doors,LLC All rights reserved __ Mi. Product Specifications 3580 VINYL SINGLE SLIDING WINDOW Mainframe-Shall be made from rigid polyvinylchloride (PVC) multi-hollow extrusions which have a minimum wall thickness of.050" Main frame shall be welded together at the corners Overall frame depth is 2-7/8". Sash - Shall be made from rigid polyvinylchloride (PVC)extrusions which have a minimum wall thickness of.062". Sash to be of welded corner construction. Sash to have metal reinforcement in vertical members Fixed Meeting Rail- Shall be made from a rigid PVC hollow extrusion with a .050"wall thickness Meeting rail shall be secured to the main frame with three screw fasteners through injection molded end caps attached to the meeting rail with three screws. Meeting rail to have metal reinforcement. Bottom of meeting rail to have foam bulb to seal against the moveable sash. Roller Track Snap-in - Shall be made from rigid PVC with a wall thickness of.050" It shall "snap-fit" into the main frame sill Glazing - Fixed glass panel shall consist of 3/4"thick insulated glass. Fixed (top) glass to be held securely in place by the use of a double-sided adhesive foam tape at the exterior and a rigid PVC glazing bead, which has a minimum wall thickness of.070", at the interior Low-E glass, argon gas and other glazing options available Moveable sash glass panel shall consist of 3/4"thick insulated glass Glass to be held securely in place with silicone and with rigid, extruded, vinyl, interior glazing beads Note 7/8"thick insulated glass used on select configurations Weather-stripping - Movable sash shall have strips of center fin weather-stripping on each stile and one on the top and bottom rail. Vent stile of moveable sash to contain one foam bulb Hardware-Two hybrid cam type sweep locks to be located equidistant from each end of the top sash rail Two hybrid keepers to be fastened to the fixed meeting rail.. All screws, clips, and other fasteners shall be made of non-corrosive materials compatible with reinforcements Screen - Half screen only Screen to be made from roll-formed aluminum, 5/16" x 3/4"with a .020"wall thickness. Screen cloth to be made from 18x16 fiberglass mesh and held securely by flexible spline. Screens shall meet ANSI/SMA standard 1004-87 (NOTE Insect screens are intended only to provide reasonable insect control They are not intended to prevent people or objects from exiting the window or to provide security against forced entry) Installation -To be done by others. Frame must be installed straight, plumb and level, without twisting, bowing or springing. Manufacturer's recommended installation procedures are to be used Installer should make final adjustments to ensure proper sash operation and window performance NOTE:MI WINDOWS AND DOORS LLC designs and manufacturing methods are continually being improved Individual products may be subject to a variation in performance Due to this and other factors,we reserve the right to change specifications without notice It is the sole responsibility of the purchaser/installer to be sure that the intended use of this product complies with any and all applicable buildings codes (i e egress,safety glass near doorways,etc) If you require further technical information regarding this product please contact your retailer/salesman 04/26/16 G� c,J cn 00 Main Frame V-735 = Actual Window Size (I.D.) N I OOOO Lift Bead D V-817 Sash C!) rV-451 �s�i 0 rt 'vi [I iftl _:rti LIMB Main Frame V-735 _r"4-_Plain Bead ^ Fixed Glazing Bead V-816 L _3/4" I.G. Panel TruSeal Spacer Lill illV-8191 �� L Fixed 11 rI Glazing Bead 1a �[�� D� V-819 -Roll-Form Screen L Fixed Meeting Rail V-321 0 u 3/4a I G Panel ; Actual Window Size (I.D.) TruSeal Spacer .8 c i 0 it i i--iL6te .. c_1---irt . .„ , t 11 AI T °eeej,_ _ . a _ - V o 0 D�a �[ ................c: 85o . i% a3 1 7 4 , Sash o ;III; ^V-451 � `,L iV na Hmmulfnn,deagn or data Moan on this aoanwnt or aac6cnic V=11 . =1 I m.ao a the a.m.Pw popsy a r WIDOWS AND coons.Mc. e a il: aWOr biN a aed eonfld d papa a d proprietary and mode available for*Mad and rady4 a use waoaws"ra°o""coons"" t%t.th p nii°a MI WINDOWS AND DOORS Sill Track Snap-In MO KW Wear stir•MIL PA•17O -0370 -V-569 - - - WINDOWS AND DOORS TITLE 3580 Series Product Drawing _ _ Single Slider Window w/ J—Channel Main Frame ,a_ °" ern.S 01/30/09 '°��� �°'"""ml3580HS-AS 1 SUBMITTED BUILDING MATERIALS/COLORS ARB-2019-145: Presidio Apartments Building Part Material Brand Color Notes Walls(building) Siding Hardie Plank lap siding Monterey Taupe Siding Hardie Plank reveal Timber Bark system 06 Siding Woodtone Rustic Series Summer Wheat Stone Glen Gery Ashford and Kentucky Gray Ashlar mix Trim Hardie trim Iron Gray Roof Asphalt Shingles IKO Cambridge Harvard Slate Window Pella White Retaining Walls Block Anchor Diamond Pro PArvN._ Railings (building) Vinyl _ White 11-,ArkA ,„ )()-er c(c 5-1:Drx-r cAA lv u,u, ter 1-7-P3)1-, PGhv‘ri'c a' `e