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HomeMy WebLinkAbout828-906VICINITY MAP 3D PERSPECTIVE VIEW COMMUNITY DEVELOPMENT DIRECTOR APPROVAL THIS APPROVED PLAN SET FOR BASE LODGE WAS REVIEWED AND APPROVED THIS ;' DAY OF 2017, BY THE CITY OF ASPEN COMMUNITY DEVELOPMENT DIRECTOR. t AV J ICA GA W, AICP OMMUNI VELOPMENT DIRECTOR ITY OF ASPEN SHEET ......w „-...... _......... TITLE ......_._..� ..... 1 -TITLE LANDSCAPE d:661 COVER SHEET 2 -SURVEY L4.8 SE -S-1.0 ISP VICINITY MAP, NOTES, AND CERTIFICATES ... ....... ................ ..... �................ .............. SE -S-11.1 ... ....... ........ .... ISP - EXISTING CONDITIONS AND TOPOGRAPHY 3 -CIVIL ENGINEERING _......._�........_. SE -C-11.0 .......__ ..._.. ... ...�.�.�.....�._..�_....�..... ...... SITE P..AII y.. SE -C-2.4 SITE DEMOLITION PLAN SE-C-3.0... GRADING PLAN .... .. ...... ......... ....... SE -C-4.0 UTILITY PLAN SE-C-5.0PRE AND POST BASIN DELINEATION L1 ,O TREE REMOVAL. AND PRQiEGTkOh! PLAN L2.0 LAYOUT AND MATERIALS PLAN 3.0 PLANTING KEY PLAN 3.1 PLANTING ENIARGEN G I I 9...d fv 114:"A f 3 TPLANTING P L4,8 LOWER LEVEL 2 FLOOR PLAN LANDSCAPE L43 A-102 LANDSCAPE L4.8 SECOND LEVEL FLOOR PLAN- .. ........ ...... ...:.,................ LANDSCAPE REET LEVEL INIZ)-01rNf-CI L'. ET LEVEL � - r'\v%-#?f LEVEL TAILS - VEG, ROOF TAILS - VEG. SCREEN TAILS - VEG.. SCREEN TAILS - VEG, SCREEN TAILS - VEG. SCREEN 5 -ARCHITECTURAL PA -2 PUBLIC AMENITY PA -3 PUBLIC AMENITY - ROOF 04-4 i DRAFT PUBLIC AGES S 'EASEMENT A-100 LOWER LEVEL 2 FLOOR PLAN A-101 I LOWER. LEVEL 1 FLOOR PLAN A-102 MAIN LEVEL FLOOR PLAN A-103 SECOND LEVEL FLOOR PLAN- .. ........ ...... ...:.,................ ................. ................. A-104 ... .._... THIRD LEVEL FLOOR PLAN A-105 ROOF TERRACE PLAN 'k--26 —EX —TE RIOR ELEVATIONS A 201 EXTERIOR ELEVATIONS .....:.: A-240 . ---...-- ---- .........:------ ---------------- ------------A-240 OUTDOOR LIGHTING A-250 EXTERIOR LIGHTING CALCULATIONS A-310 EXTERIOR WALL SECTIONS .... A-320 ........................................ ...... .. ..: »» EXTERIOR MATERIALS C4rand totaF 34 DRAWING LIST od I fu a r c h i t e c t u r e o 0 0 c'? E E m_ I i I i } } Z m 0 Lu W W Y w 0� � a MD Q a _ d Z 0 Q U X W W Cn Z J d W O a Z0- CL O a_ ¢ o V N N 0u- 0 Q I W Lu O Z W U Z Q Z 0 O i m � H O N ( I Z i o 0 0 c'? E E I i I i } } Z m 0 Lu W W Y w 0� � a MD Q a _ d Z 0 Q U G-001 Scale As indicated NOTES DATE OF ssECEMBER 2015 - FEBRUARY ]yy 2) DATE OF PREPARATION: JANUARY - FEBRUARY 2016 M AA > AF •1•' �l! s, ♦ +� * � :. IIF ': Y i * 8? 'u. � ; ':� + "< i Y is :�:.:� � i. R `! F : 4� ':': S� ��y. $$ s� Yy� � 'y S k ': 1 • R' - 1� "'. 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ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS' AFTER YOU FIRST DISCOVER SUCH DEFECT, IN NO EVE14T MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MM THAN TIS YEAM FROM THE DATE Of CERTIFICATION N SHOWN HEREON, �s P 4tv" 3 198 _78, S, WESTEND STREET AND E< HOPMRS AVE* PER 2009 MARCIN CONTROL SURVEY Aft PROPERTY DESCRIPTION 23 p## (FROM THE TITLE COMMITMENT REFERENCED I SURVEY NOTE 6, HEREON) ) 'F IMPROVEMENTS ONLY PURSUANT ET GROUNDLEASE, ATE MARCH 13, 2000 E FEE THE -�" SIMON P i KELLY TRUST AND THE CERA CSR KELLY TRUSTS DATED JANUARY 4,1993 AS LANDLORD AND THE BUCl4HORN ARMS, LLC AS TENANT, A SHORT FORM OF WHICH WAS RECORDED ON MARCH 125, 2000 AS RECEPTION No. 441336, PITKIN COUNTY, COLORADO, SITUATED ON. LOTS R AND S AND THE EAST 9.27 FEET OF LOT 0, BLOCK 105, - CITY AND TOWNSITE OF ASPEN c4pFOUIVO r 8643 2•2°S730 °Ep 9 oc uRA 11 926 1 0459 rpt•5 ♦ loy #C-1 » ' S. eg C- " $79 ROW ro(JAfo "D '"$ -' Y g °tom �°Y8f p cpvvi late SYAab ',< ' GRAPHIC SCALE ULTANTS 502 MAIN STREET, SUITE A3 CARBONDA....E, COLORADO = 23 704-0311 Alikk GPS^lr . S. WESTEND STREET AND E. DURANT AVE. PER 2039 MARCIN CONTROL SURVEY x Jam. y�, g♦ Y A�{ J a D uT� OTHER R TE 6 VE, OR i♦ . aPa �8. INRE IS LESS: THAN 1/1500. �wAgjm"h' I : 15243:l#2 CI. (W04 X35 'G,)t2MlS243Si RVEY\$ IRVEYi}I 65NSUR4 PiOMS243,02jSl+I.OW ------------------ I F T SURVEY PLAT WITH TOPOGRAPHY F: ff m "a"mNs I&E 73 E-00 a' 0 A'Av - - - ---------- - ------ ........................... ..... .... A PARCEL OF LAND SITUATED IN THE ,1° SECTION TOWNSHIP ASPEN,CITY AND TOWNSITE OF COUNTY OF , STATE OF COLORADO SHEET 2 OF EXTERIOR BOUNDARY., EXISTING CONDITIONSAND TOPOGRAPHY t EXISTING LEGEND EXISTII CONTOUR _,. EXISTING CONTOUR INTERVAL j xs�t EXISTING V WATER SIV , xca NSA EXISTING 8'SANITARY SEWER MAIN ER++9.385^bG E.LEWe TELE, CABLE, GAS /,:':� •: i •- EXISTING E$„ E ,. TELE, #SLE _ _._.-.-- x,95 —EXISTING GAS --^--XUT : XE3'£ Xw. •,«^...` EYJSMNG TELEPHONE-_.:..XWL .- _� /. $XW xwk #figt rr EXISTING WN' R LVLELEC"R t�} �SdE iE WL x { l M XWL xft m EXISTING OVERHEAD ELECTRIC •»__ _ t t L. x tt t 7 a�s —xw —m EXISTING CABLE 4 EXISTING FIBER OPTIC EXISTING IRRIGATION PIPEEXISTING SWALE OR DITCH s �- EXISTING STORM � E3IaT�EASE6E�" T EXISTING PROPERTY LIME � y � A EXISTING SETBACK ()X) S. ORIGINAL STREET � EXISTING ZONE OF INFLUENCE •, ASPhIAIrT SURFACE w EXISTING TOP OF SLOPE „... -whr_ _ '� —�--- AMX- F.F ........ r,..:... .,....- »._.,._. 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VICINITY MAP, CONTROLLING MONUMENTATION, PROPERTY DESCRIPTIONS, iS, NOT S AND CERTIFICATES GRAPHIC SCALE SHEEN" 2 ....................... EXTERIOR BOUNDARY, EXISTING CONDITIONSAND TOPOGRAPHY 10 0 5 to ao qo u Al Su"PRIS I FEET CIVIC, T 502 MAIN STREET., SUITE NOTME: ACCORDING TO COLORADO LAW YOU MUST COMMENCEANY LES I � ACTION BASED UPON AIRY DEFECT IN THIS SURM WITHIN THKE'YEARS COLORADO 81623 AFtER YOU FIRST BISMER SUCH DEFECT. IN NO EVMt ILLY ANY #ACi ON BASED UPON ANY DEFEf: i I El' HIS aURVIN RE COMMEWCM MORE THAN TEN 704-0311 YEARS FROM THE GATE OF CERTIFICAPON SHOWN HEREON!; SHEET NOTES 15243.02 CL 02W2016 E -S 1.1 Oq DIAGNUL PAR Hwy 0-1 CO /E,4s COO l A VE SED LANDSCAPE, JDSCAPEPLANS )N OF 3 TREES 16.75 3.00 9.42 Composite Passenger Vehicle GRAPHIC SCALE 10 0 5 10 20 ( IN FEET) 1 inch = 10 ft. G A2015\15243 PROPOSEDLEGEND -�– PROPOSED SIGN .�`�`,:><i�`: PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE/SIDEWALK PROPOSED PAVERS PROPOSED SNOWMELT CONCRETE EXISTING LEGEND — — — — — — — — — EXISTING EASEMENT EXISTING PROPERTY LINE ........... x ................................. x........................... EXISTING WIRE FENCE x-c xxxx EXISTING ROCK WALL CIVIL SHEET LEGEND SE-C-1.0..........................SITE PLAN SE-C-2.0..........................SITE DEMOLITION PLAN SE-C-3.0..........................GRADING PLAN SE-C-4.0..........................UTILITY PLAN SE-C-5.0..........................PRE AND POST BASIN DELINEATION LSs: \Civil DWGs\PLOT\RECORDATION SET\15243-C1.0-SITE Know what's beIOW. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND Uj Q 0 J Q Z m } } m � m o w z LD z 3: U w � 2 0 0 U U J J feet Width 6.33 Track 6.33 Lock to Lock Time 6.0 Steering Angle 26.4 GRAPHIC SCALE 10 0 5 10 20 ( IN FEET) 1 inch = 10 ft. G A2015\15243 PROPOSEDLEGEND -�– PROPOSED SIGN .�`�`,:><i�`: PROPOSED ASPHALT PAVEMENT PROPOSED CONCRETE/SIDEWALK PROPOSED PAVERS PROPOSED SNOWMELT CONCRETE EXISTING LEGEND — — — — — — — — — EXISTING EASEMENT EXISTING PROPERTY LINE ........... x ................................. x........................... EXISTING WIRE FENCE x-c xxxx EXISTING ROCK WALL CIVIL SHEET LEGEND SE-C-1.0..........................SITE PLAN SE-C-2.0..........................SITE DEMOLITION PLAN SE-C-3.0..........................GRADING PLAN SE-C-4.0..........................UTILITY PLAN SE-C-5.0..........................PRE AND POST BASIN DELINEATION LSs: \Civil DWGs\PLOT\RECORDATION SET\15243-C1.0-SITE Know what's beIOW. Call before you dig. CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND Uj Q 0 J Q Z m } } m � m o w z LD z 3: U w � 2 0 0 U U J J JOB NO. I Z) Z Ln I— ch Uj Z QT Cq M LU z —J LLU U00To XL)`Y0'o C� to C/) Ui 0 zJf�O W p Qoo� Z t -- O (!i J O m Q L0 Q LL O > C) � U U LLI z C:) V0 ^O V J Uj cy-) ` U) Q } m z O U) LU M I Lij JOB NO. I Z) SE -C-1.0 z > O Q 0 Q W(r- O 0 O z C) C) < LLI z C:) L11 a- Uj cy-) ` U) Q U) Uj LL (D O 0 L z O 0 O w O LLW U) U) DATE: 12-08-2016 JOB NO. 15243 SHEET SE -C-1.0 LP=LOW POINT -_ _--- -- -- —. MATCH EX= MATCH EXISTING RIM= RIM ELEVATION TBC =TOP BACK OFCURB TOC =TOP OFCONCRETE \ ` / zo% DRA|NAGE0RECT'ON/SL0PE °---- / \ SPOT ELEVATION Toc-7900z0. EXAMPLE: � - r EX STORM INLET mw~7936.10' INV |m(S) 36rowp~31.16' GRAPHIC SCALE INV OUT (m)ss^owp~az�8' 10 0 5 10co *« / beUow. ^KnonVhat's zl IN FEET) 1inchzo t. Call ���_����� � ig ., -ouaw�onx�� ADVANCE CALL FOR THE - UNDERGROUND sA201g15243\ONL\cw1ovssU,LOT\nsCOno*momssT\ 5243-C3�-Gno.dwg MEMBERUTILITIES Uj Cn m CO co LLj L.Li Cc W LU Ln Ld LIJ CD Ir LU LU Lij DATE: 12-08-2016 JOB NO. 15243 SHEET SE -C-3.0 7,011,722: COOPER A VEN(jE GRAPHIC SCALE 10 0 5 10 20 ( IN FEET) 1 inch = lo ft. 40 a 10 < < < GRAPHIC SCALE 0 5 10 20 ( IN FEET ) I inch = lo ft. 40 4 POST DEVELOPMENT BASINS 'Jil L I I CID < co < 10 < < < GRAPHIC SCALE 0 5 10 20 ( IN FEET ) I inch = lo ft. 40 4 POST DEVELOPMENT BASINS 'Jil L I I CID UJI > 0 co CSO CY) Uj < L1j U.j z W 0 C? C) v) LO LLi -j CD z z ;�� < r- CD L U o r - < 0 a a 2 Z r - U C\i 0 ax C) CO < L0 M LL cc < 0 C) --j 0 C0 Uj L/) LLJ LLJ < Z z \1 LD � 0 U) < LU Uj CC a: C) 0 C) I z 0 Uj cc 0 z Ui z UJI > 0 co CSO CY) Uj < L1j U.j z W 0 C? C) v) LO LLi -j CD z z ;�� < r- CD L U o r - < 0 a a 2 Z r - U C\i 0 ax C) CO < L0 M LL < U C) --j 0 Uj L/) W I z 0 Uj cc 0 z Ui Ke: • Know what's be 10W. DATE: 12-08-2016 Call before you dig. JOB NO. 15243 CALL 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND SHEET SE -C-5.0 GA2015\15243\CIVIL\CiviI DWGs\PLOT\RECORDATION SET\15243-05.0-DRN.dwg MEMBER UnU-n-ES z UJI > 0 < I. W < W• Uj III- 0 0 00 00• Uj• Uj U- 00 0 >- C) --j Uj W < Ke: • Know what's be 10W. DATE: 12-08-2016 Call before you dig. 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IN 1 ..... ...... C-3 S*IDEWAL*K 810 pl, Ly WE t> & A t> ::ii: :i,xxxxx iii: ............. to ii�.ONCI`��TE- CURB -&.. 1U T t> 'TER to \ EDGE OF PAVEMEN c- -3- �11 �o �o c) -A 0 c) 0 U) G-) 0 0 0 NO do 0 0 0 0) 0- _,A MATERIALS LEGEND �• PAVING TYPE 1: TYPE: CONCRETE f n PAVING TYPE 2: TYPE: CONCRETE PAVING TYPE 3a: TYPE: PERVIOUS GRANITE SETT PAVING TYPE 3b: TYPE: PERVIOUS GRANITE SETT E" PAVER TYPE 4: TYPE: GROUTED GRANITE PAVER DECORATIVE PEBBLE BAND pqesos���'���� M X04 t> IN Lli D LL! Q LLJ 0— O U U) W I PLANTING AREA - REF L PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 TRUNCATED DOME TACTILE PAVING PER CIVIL PAVING TYPE 3: SEE MATERIALS LEGEND PROPERTY LINE ii�wiiii iilllll��llllll................... f -CORE y Lli D LL! Q LLJ 0— O U U) W I PLANTING AREA - REF L PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 TRUNCATED DOME TACTILE PAVING PER CIVIL PAVING TYPE 3: SEE MATERIALS LEGEND PROPERTY LINE F f -CORE Lli D LL! Q LLJ 0— O U U) W I PLANTING AREA - REF L PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 TRUNCATED DOME TACTILE PAVING PER CIVIL PAVING TYPE 3: SEE MATERIALS LEGEND PROPERTY LINE LINEAR FIRE FEATURE 3'-2" 3'-2" .. LOADING AND DROP > #Q OFF PARKING SPACE #1 If L »_.. =PARKING SIGN - REF. CIVIL PLANTING AREA- REF L3.0 —BENCH J SIGHT TRIANGLE STOP SIGN - REF. CIVIL PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 3'-2" WALL/WATER FEATURE PROPERTY LINE 9 HOTELENTRY T-2" LOADING AND DROP OFF PARKING SPACE #2 PAVING TYPE 4: SEE MATERIALS LEGEND 3'-2" SOUTH ORIGINAL STREET I L L 3'-2" 3'-2" NEW FENCE EMERGENCY EXIT ■rrrr.r.� .�www.w wwrrww■r� +wr.wwmrwiw. .wwwwwK:w .wwwwwwR. 3'-2" e p ELECTRICAL :s TRANSFORMER .♦ ' .� Tom.,, D W J _J �C w zcr_ cr J Ll i j { W CL O ! 0- LOADING AND DROP `' OFF PARKING SPACE #3 ! , 5 : DECORATIVE I CONCRETE BAND, TYP. PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 y ------------------- ` yw�Lil -PAVING TYPE • -.. ■ MATERIALS 1 r ED s LINEAR FIRE FEATURE 3'-2" 3'-2" .. LOADING AND DROP > #Q OFF PARKING SPACE #1 If L »_.. =PARKING SIGN - REF. CIVIL PLANTING AREA- REF L3.0 —BENCH J SIGHT TRIANGLE STOP SIGN - REF. CIVIL PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 3'-2" WALL/WATER FEATURE PROPERTY LINE 9 HOTELENTRY T-2" LOADING AND DROP OFF PARKING SPACE #2 PAVING TYPE 4: SEE MATERIALS LEGEND 3'-2" SOUTH ORIGINAL STREET I L L 3'-2" 3'-2" NEW FENCE EMERGENCY EXIT ■rrrr.r.� .�www.w wwrrww■r� +wr.wwmrwiw. .wwwwwK:w .wwwwwwR. 3'-2" e p ELECTRICAL :s TRANSFORMER .♦ ' .� Tom.,, D W J _J �C w zcr_ cr J Ll i j { W CL O ! 0- LOADING AND DROP `' OFF PARKING SPACE #3 ! , 5 : DECORATIVE I CONCRETE BAND, TYP. PROPOSED DRIP -IRRIGATED STREET TREE WITH ELECTRICAL OUTLET - REF. L3.0 M v PLANT SCHEDULE TREES CODE BOTANICAL NAME / COMMON NAME CONT CAL QTY n V�7-) 1 41 r- .................. .......... ol PLANTING ENLARGEMENT 1 3/4" = V-0" AME CUM Amelanchier x grandiflora Cumulus / Cumulus Serviceberry RE: CALIPER 3 in. 4 CODE BOTANICAL NAME / COMMON NAME CONT QTY BOU BLO Bouteloua gracilis 'Blonde Ambition' / Blue Grama 2 27 DES CAE Deschampsia cespitosa 'Northern Lights' / Northern Lights Hair Grass 5 gal 33 HEL SA2 Helictotrichon sempervirens 'Saphirsprudel' / Saphire Fountain Blue Oat Grass 5 gal 14 PAN CHE Panicum virgatum 'Cheyenne Sky' / Switch Grass 5 gal 138 PEN DAR Penstemon x 'Dark Towers' / Dark Towers Penstemon 3 24 STA BIG Stachys byzantina'Big Ears' / Lamb's Ear 5 gal 9 VER SUN Veronica x 'Sunny Border Blue' / Sunny Border Blue Veronica 5 gal 24 D PLANTING ENLARGEMENT 3 J 3/4" = V-0" ''� PLANTING ENLARGEMENT 2 % 3/4" = V-0" w - ME CONT QTY Sod 115 sf J W uJ uJ uJ F -- Z uJ J Z 0 0 J W Drawn By:JU Checked By:GT ISSUE & REVISION DATES PERE 02/08/1 E EVELOPMENT DETAILED REVIEW 05/02/1ERECORDATION 12/08/1 E Plot Date: 12/08/16 Project #:241 L3.2 625 SF DECORATIVE PEBBLE PLANT SCHEDULE SHRUB AREAS m MAIN ROOF PLAN CODE BOTANICAL NAME / COMMON NAME CONT SEDUM Sedum - Mountain Mix by Hydrotech / Sedum Tile Tile SPACING QTY 577 sf VV VI VLVVIVI 1 1"" - - --vi I - UPPER ROOF PLAN REF. UPPER ROOF PLAN BELOW GLASS RAILING - REF. ARCH. INSTAGREEN11 SEDUM TILE Product Information Size/Coverage 15"W x 20"L (2.08 SF/tile) Weight 4.5 lbs/SF fully saturated Fiber/Soil Base Approx. 1" thick FEATURES Instant Green - Hydrotech's InstaGreen Sedum Tile will typically be delivered with 95% plant coverage. Installation - Size and weight of tiles allows for quick and easy installation in spaces with even limited access. Maintenance - Minimal maintenance requirements once established. Varietal Mixes - Sedum blends for almost any roof top environment (Four Season, Full Color, Shade Tolerant and Rugged). Customization - Custom tiles are available, contact Hydrotech for specifics. Year round interest Maximum color impact Withstands light shade Hardiest blend MIM Sedurn acre urea' 4 7 1 2 12 15 May -Jun '` NO Yellow 3 4 Thickness: 215 mils (total installed thickness) X X Sedum album 'Coral Carpet' 4 8 6-9 f -8 -Jul Aug I white 3-4 -- ------------------------- X --- -- i X -r X -- ---------- ------------------ ---- ... . Sedurn album 'Orange Ice . .... . 4 $ -- --.... ----- - 1-2 - - - -6-8 Jul --Jul-Aug ......_white_. I Systemfilter helps prevent soil particles from washing -3-4------------------_......... 0.04 lbs./S.F (195 g/sq. m) through the system and potentially clogging drainage layers Size: Sedum cauticolum 3-7 3-6 10-12 .... Jul Aug .... Pink 3-4 1 I ..... ........._ ,..... X ---------­----- Sedum ellacombianum 3-7 ------- 3-5 12-15 Jurr.iul Yellow ._.. 3-4. I . provide necessary aeration and ensures that excess moisture X Sedum floriferum Weihenstephaner Gold' 3-7 3 5 8-12 May -Jun Yellow 3-4 { X I X over Dow insulation an air layer between the moisture mat and Sedum hybridum'Czar's Gold' ... 4-7 --- 5 6 -- ... E 3 .. Jul Aug Yellow 3 4 1 Chemical's STYROFOAW'i brand insulation exhibits excellent { X i Sedum hybridum'Immer9mrichen' 4-7 5-6 E 8 Jun Sep Yellow -- 3-4 ---- <---- _ X i X - - Sedum kamtschaticum -- . 4-7 --- 5-6 6-8 , Jun -Jul - Yellow - _ - 3-4 assembly is the idea( membrane for a vegetated roof (depicted lU��...:'fd X --- Sedum kamtschaticum'Variegatum' 4-7 6 6-8 Jul -Aug Yellow 3-4 I a ; ------.X Extensive Assembly Depicted _..._........; . -- Sedum middcrdorffianum diffusum _ 5-8 _ 3-4 6-8 Jul -Aug Yellow 3-4 , ............ - X i X y......... -_. ----------_--- - --- Sedum pachyclades .. 4-7 2-3 ......... .: 5..6 Jul Aug...... White......., [ 3 4..- ............._............�. .... .. Sedum reflexum .Blue Spruce. 5-7 4-6 8 12 _Ma L] Yellow .................. 3-4 .... ...........'.... X ... ... Sedum reflexum 'Green Spruce' 4-7 4-6 ........ .................. 8-12 JU n Jul ............... ...1................. Yellow 3-4..... f v .................. X ........,...................,, .. .. Sedum rupestre 4 7 4 6 8 12 JUI-Aug 1 Yellow 3-4 l I X i "° Sedum ru estre 'An elina' 4 7 4 6 8 12 Jul Aum Yellow 3-4 X Sedum sexan ulare 4-7 3-4 6-8 Jul Augi Yellow 3-4 X X Sedum s urium'Album Su erbum' 5-8 4-6 6-8 !, Jul -Au White 3-4 ; X Sedum s urium'Coccineum' 3-7 2-3 6-8 Jul -Aug ". Red 3-4 X Sedum s urium'Eco Mt. Emei' 4-7 3-4 8-10 Jun -Jul Yellow 3-4 X Sedum s urium 'Fuldaglut' 5-8 4-6 6-8 Jun -Jul Red 3 4 X X Sedum s urium'Green Mantle' 3-7 2-3 6-8 Jun Jul i Yellow 3-4 I X X Sedum s urp ium 'John Creech' 3-8 4-6 .. 6 8 Jul -Aug Pink 3-4 X Y, X i Car et` Sedum s ur um 'Red 3-7 - 3-4 810 '' Jul -Au Red 3 4 X X 4-7 4-E 6-8 Jun -JL _ 4 t XSdun _ I X3 ' Sedum urium'Summer Glory' . _......_........ P. . _4 7 - 4_6. ~-- _6..8 .JUI Aug_ ; Pink ----.... 3-4 k,.,.___ ____ X i Sedum spurium'Tricolor' 4-7 3 4 6 8 .. . Jun -Jul Pink 3-4 I _. . X Sedum spuriLim 'Voodoo' .... 4-8 ........_ 4-6 6-8 Jun Sep j Pink 3-4 X Sedum stefco 5-8 1 2 &8 :- Jul -Sep White --- 3-4 X X .. -- ----- ... _...... Sedum takesimense 'Golden carpet' 4.8 .. 4 6 8 10 Jul -Aug i Yellow 3-4 - X - ---- --. Sedum ternatum 4-7 2-3 ------ 6-8 Jun -Jul I --- White --- 3-4 - X -------------------------------------------- Sedum tetractinum 'Coral Reef' - -- - - -- ---- - 6-9 ------- 3-4 ---- 8 10 --- May -Jun Yellow -- 3-4 - -- X --- - --: LITETOP EXTENSIVE GROWING MEDIA; KEEP TOP OF MEDIA 3/4" BELOW TOP OF GARDENEDGE GARDENEDGE METAL EDGE RESTRAINT - PERFORATED (CAN BE PLACED ABOVE OR BELOW GARDENDRAIN) SYSTEMFILTER V 1J C� GARDENDRAIN GR15 OR GR30 a� v APPROPRIATE SURFACING 4" (STONE BALLAST, CONC. PAVERS, ETC.) X���X �X \X XX (. DOW STYROFOAM INSULATION %\� iX Xj�X\X (OPTIONAL) ROOT STOP/ \i\ ✓ 'N \ >/ X, X\� X\i\ X i -X, / /\ /\ �/ \/ I \, i � jx . rte / i\\ . - I I MM 6125EV-Ff HYXROFLEX 30 NOTES: • "SOIL STOP" CAN BE GARDENEDGE PERFORATED METAL EDGE RESTRAINT, PRECAST OR POURED -IN-PLACE CONCRETE CURBS, LANDSCAPE TIMBERS, ETC. • IF GARDENDRAIN ELEMENTS ARE INSTALLED UNDER HARDSCAPE AREAS THE CUPS MUST BE FILLED WITH LIGHTWEIGHT EXPANDED AGGREGATE. GARDENDRAIN MAY ALSO BE USED AS FORMS FOR SETTING CONCRETE FOOTINGS FOR CURBS, ETC. • REFER TO APPLICABLE MM 6125 -FR ROOFING OR WATERPROOFING GUIDELINE DETAILS FOR PROPER MEMBRANE/FLASHING DETAILS AND ALTERNATIVES. _ &====A GARDEN ASSEMBLY POSSIBLE TRANSITION OPTION - GARDENEDGE - (EXTENSIVE APPLICATION DEPICTED) NO SCALE GA -5A IC Garden RooV Assembly Components Page 62 w A€m,6r-, an f i &atk ch Monolithic Membrane 61250EV Hydrotech's Monolithic Membrane 6125g'EV (MM6125) is a Weight: 1.4 lbs./&f. installed (7.3 kg./sq. m.) seamless, rubberized asphalt membrane that can be applied Size: 40 lbs, solid cakes to structural concrete decks, plywood or gypsum board over (0.83 kg./sq. m) metal decks. It consists of one coat of membrane at 90 mils Thickness: 215 mils (total installed thickness) (2.3 mm) into which Hydrotech's FlexFlash-F (a spunbonded Recycled Content: Up to 25% post consumer by polyester fabric) is embedded. A second coat of Membrane weight is then installed at 125 mils (3.2 mm). The total membrane Thickness: thickness is 215 mils (6.0 mm) of plants for intensive landscaping that can be supplied by plant Hydroflee 30 Hydroflee 30 is a modified asphalt protection course that Weight: 0.75 lbs./S.F. (3.66 kg/sq. m.) is embedded into MM6125," while still hot to provide a Size: 39.4" x 66 rolls (216 S.F) - East primary protection layer that allows for light foot traffic while (1 m x 20.1 m) completing the rest of the roof construction. 39.37" x 50.25' It 64 S.F.) - West (1mx15.3m) Thickness: 0.090" (2.2 mm) Root Stop (10 mil) Root barriers are intended to prevent damage of the roof membrane from the growth of plant roots. The type of root barrier is determined by the type of vegetation. Root Stop is a general purpose root barrier and is used under typical entensive vegetated roofs that have sedums and perennials plants that don't have aggressive root systems. Weight: 0.05 lbs./S.F. (0.24 kg/sq. m.) Size: 15` x 100' rolls (4.5mx30.5m) Effective coverage: 950 S.F. with 5' laps, 1386 S.F. with 1' taped laps Thickness: 0.010" (10 mils, 0.25 mm) Root Stop Tape Root Stop Tape is a white, single -sided tape combining a Size: 4" x 210' rolls weather resistant polyethylene backing with an aggressive rubber adhesive. Root Stop Tape is designed to seal the laps between sheets of Hydrotech's Root Stop, Root Stop HD, and Root Stop Bamboo. R1 0❑ 9 Dow STYROFOAM' STYROFOAM an extruded polystyrene insulation provides Weight: 0 171bs. S.Fper inch of thickness a design R -Value of 5 per inch of thickness. STYROFOAM'" (0.83 kg./sq. m) provides thermal insulation to the building, protection to the Size: 2'x 8'(0.6 m x 2.4 m) membrane, and is ideally suited to wet environments due to maintenance landscaping including drought resistant species its low water absorbtion. Thickness: 1" to 4" thickness available of plants for intensive landscaping that can be supplied by plant Compressive Strength: 40, 60, or 100 psi nurseries around the United States. (275.8, 413.7, 689.5 kPa) Q R Value: 5 per inch of thickness Systemfilter Recycled Content: 40% post industrial by weight Systemfilter helps prevent soil particles from washing Weight: 0.04 lbs./S.F (195 g/sq. m) through the system and potentially clogging drainage layers Size: 12.5'x 120' rolls and drains. It is also used to retain aggregate ballast where (3.8 m x 36.6 m) required (i.e, vegetation free zones). Thickness: 0.010" 00 mils, 0.25 mm) Gardendrain"- GR15 Hydrotech's Gardendrain'` drainage/retention/aeration components are designed specifically for vegetated roofs. Drainage channels above as well as below ensure that excess water is free to drain out of the system, even in the presence of heavy root growth. Cups designed into the panels provide water storage capacity, while holes in the panels provide air and vapor circulation. Gardendrain' GR15 is generally used in extensive vegetated roof conditions. Weight: 1.0 lbs./S.F (4.9 kg/sq. m) empty/wet Size: Tx 8' panels (0.9mx2.4rn) Thickness: 5/8" (15 mm) Compressive Strength: 7,455 Ib/S.F (357 kPa) Recycled Content: 100% post industrial by weight Hydrodrain® AL or 300 Hydrodrain' AL or 300 are prefabricated air layers made of Weight-, 0.24 lbs./S.F (1.171<9./sq.m) a three-dimensional, crush -proof core to which is bonded Size: 4'x 75' rolls a white non -woven, needle punched filter fabric. The 0.2 m x 22.9 m) Hydrodrain' air layer is designed to be used as the air space between the Dow STYROFOAM' insulation and Moisture Thickness: 0.22 inch (5.6 mm) Mat when extra water holding capacity is desired in the Recycled Content, 1000% post industrial by weight assembly. Moisture Retention Mat Moisture Mat, with its tangled mesh of fibers, traps and stores additional water that is released through diffusion/ evaporation up through the holes of the Gardendrain"' Components. Note: Moisture Mat is optional and is not used on all projects. If Moisture Mat is placed above the insulation, Hydrodrain~ AL or 300 is required between the mat and insulation. Weight: 1.2 lbs./S.F. wet weight (5.3 kg./sq.m) Size: 7.5'x 100' rolls (2.3 In x 30.5 m) Effective coverage: 715 S.F. per roll (66.4 sq.m per roll) Thickness: 3/16 (0.188)" (4.8 mm, 188 mils) GardenEdge® Metal Edging Hydrotech offers a range of metal edging products to create Height: 3" to 8" in 1/2" increments and 10" divisions between vegetation free zones and the LiteTopand 12" growing media. Fabricated from uncoated aluminum or Length: 8' stainless steel, it is available in straight and flex edge configuration that allows free -form curves. A powdered Thickness: 0.10" (aluminum) epoxy coating with a wide range of colors is also available. Contact Hydrotech for details. GardenHatch° Inspection Chambers Gar entlatch`, Inspection Chambers are used to keep Size:: 11"x11" and 18"X 18" and LiteTop' Growing Media away from roof drains and to Height: 4-3/4" allow their inspection. They are fabricated from stainless steel and slotted to permit free water drainage into the roof Extensions: 1", 3" and 8.5" in each size drains. Two sizes are available along with extensions to add additional height to the base units. Custom sizes are available. InstaGreen® Sedum Tile Hydrotech's lnstaGreen� Sedum Tile is offered in four different varieties to provide instant vegetated roofs. Each blend includes 6 to 8 different sedum varieties. Custom tiles can be created with sufficient lead time. ` ziriety: tylr:tt€ntair, Mix Size: 15" x 2012.08 S.F./tile) Blends: Four Seasons Shade Full Color Rugged Weight: 9.4 lbs./tile - wet Packaging: Dependent upon size of order SEDUM TILE r2� HYDROTECH GARDEN ROOF DETAIL Components of a Uarden Roo 1pdisebl There are a number of components that can comprise a typical Hydrotech Garden Roofe, Assembly. Each of the components in the assembly serves a specific purpose with the goal of creating a v waterproof building with elements that promote vigorous plant growth. 10 Carefully Selected Plants - Extensive plants for low maintenance landscaping including drought resistant species 10 and varieties available from Hydrotech. There is a wide.range of plants for intensive landscaping that can be supplied by plant nurseries around the United States. Q LiteTopl Engineered Lightweight Growing Media - Weil- Q balanced internal structure and low weight with ideal aggregate size and components, pH values, nutrients, degree of porosity and permeability. The type and depth of the grooving media ultimately determines the plant choices as well as the structural loads imposed on the roof structure. Hydrotech's LiteToprR` blends Q are engineered to meet the requirements of each project. ® Systemfilter - Prevents fine particles from being washed out of the grooving media, out of the root zone and into the drainage 0 systems. (D7 Gardendrain" Retention/Drainage/Aeration Component - Hydrotech's GardendrainR' retains water in the profiled cups, even on low slope roofs. Excess water drains away through channels between the cups. Strategically located holes in Gardendrain`fy provide necessary aeration and ensures that excess moisture w cups can air diffuse a into the growing media. found below the p p 9 g f non -deteriorating ® Moisture Mat (optional) -This is made from no g fibers to retain additional moisture. Contact Hydrotech for recommendations.FX. 5 Air Layer (optional) - When a moisture mat is placed directly s over Dow insulation an air layer between the moisture mat and insulation is required. Contact Hydrotech for recommendations. 4Q Dow Insulation - Situated above the roof membrane and rootV/ f . barriers, an extruded polystyrene insulation is utilized. Dow 1, Chemical's STYROFOAW'i brand insulation exhibits excellent a moisture resistance, is closed cell, dimensionally stable and has „; a high R -value. Q Root Stop - Prevents roots from damaging the roof membrane. Q The Root Stop type, thickness and method of installation depend on the nature of the landscape planned, the plants selected and the slope of the roof. h best with a track record of over Q Roofing Membrane - Only the Q 50 years proven performance worldwide, Hydrotech's Monolithic; Membrane 6125" EV -FR Environmental Grade) fabric reinforced assembly is the idea( membrane for a vegetated roof (depicted lU��...:'fd with protection layer). <' <.n s € Q Structural Roof Deck - Must be designed to support the weight of the vegetated roof as well as any other dead and live loads. Acceptable deck types include cast -in-place concrete, s precast concrete, metal deck with cover board and plywood. Extensive Assembly Depicted Page 8 - A€tseri: = Hysdwo ,-0r ISSUE & REVISION HATES PERMIT SET 02/08/16 PLANNED DEVELOPMENT DETAILED REVIEW 05/02/16 ISSUE FOR RECORDATION 12/08/16 1nGit VEGETATED SCREEN EAST ROOF ELEVATION 2 1/4"=V-0" n MAnrT lA/AI I C% VEGETATED 1/4"=l '-n" 11" SCREEN WEST ROOF ELEVATION S_U, 1011 10" 2'-11" *NOTE: VEGETATED WALL MAY BE AUGMENTED WITH ARTIFICIAL MATERIAL TO MINIMIZE SEASONAL/SOLAR EFFECTS AND SUPPLEMENT OVERALL AESTHETICS VEGETATED SCREEN AREAS: M-64 SF N-60 SF O - 130 SF P-130 SF Q-60 SF R-66 SF S-60 SF T-62 SF U-104 SF V-104 SF W-62 SF X-60 SF TOTAL = 962 SF 4 2n � Open Do:tc Detail (0ptionol) 3Thick Fore ECO MESH SPEC. SHEET 1 ` 11, -„ L Open Bottom De"•.ail (Qutioncl) ............................................................................. 2" Thick Panel BALTIC IVY IN PLANTING MEDIUM FASCIA TO MATCH ARCH. GLULAM BEAM STEEL SUPPORT CHANNEL BOLTED INTO ARCH.; BOLTS RUN BETWEEN PLANTERS, NOT THROUGH STEEL PLANTER BOX SITS IN CHANNEL WEATHERPROOF INSULATION FILTER FLEECE EXPANDED CLAY IN DRAINAGE RESERVOIR Round 'read Hex Dolt w; Nylon Lock Hex ?glut itai Bridge 'Hire Spacing :,•r; r f �" 3'—D" variable Q.C. Typ — �v 12 Gauge Tp Enlarged Bolt Detai (h1) :e Enlarged rt e -:;tail 1W Vories 7,8,9,110,11 /8"0 Exponsio I,n Gauge _. en Mire 3,desi7 Bot Zinc or S.S. Rosic, Galvanize, or Aluminum rer:.ce :'Plana Screen. 3 ips for S.Doting 2 11/2 ;p ENLARGEMENT A NOTES: 1. VINES TO BE HEDERA HELIX VAR. BALTICA AT 18" SPACING 2.PLANTING MEDIUM TO BE ORGANIC LOAM: 40% SAND -40% SILT -20% CLAY WITH 5% ORGANIC MATTER & 17% PLANT AVAILABLE WATER 3.IRRIGATION AND DRAINAGE TBD. (?) ECO MESH VEGETATED SCREEN DETAIL 177=17,, 7/16"0 x 1" Slotted. Hose Tti„ Typ Enlarged Bolt Detail (b2) 211, Typ Enlarged Attachment Dip Detail MCNICHOLS ECO MESH CUSTOM ETATED SCREEN PANELS 2 INCH IN DEPTH; COLOR TBD BY ARCH. & LA CONNECTION TO ARCHITECURE PER MANUFACTURER'S SPECIFICATIONS ARCHITECTURAL DIAGONAL BRACING PROUD OF PLANT SCREEN REFER TO ENLARGEMENT A FOR PLANTER BOX DETAIL REFER TO ARCHITECTURE FOR EXTERIOR MATERIALS hru 16 Ga Plate RIGHT OF WAY " IMPROVEMENTS 2,702 SF R.O.W. CENTERLINE 'UBLIC AMENITY SITE PLAN 1/8" = 1'-0" u W z Q J ui y m (.3 z_ H U) X W od'if e r c h it e e t u r e PA -2 Scale 1/8" = 1'-0" I f�� W L W Q a C� - 00 E I E ® „m O m .J O z w w O a- LLJm (.) Cl) Q� CIO W 0 � z U LU Q } m o w Y C Q � LU S a- 0 C U x LU F -- LU co z Q J d 0 W O d Z 0 0- < a � N 1 co O O w cr w O z LU I z 0 cr O m � w � a � D N PA -2 Scale 1/8" = 1'-0" I f�� W W Q a C� - 00 E I E ® „m O ` .J O z w w O a- LLJm (.) Cl) Q� CIO W 0 � z U LU Q } m o w Y C Q � LU S a- 0 PA -2 Scale 1/8" = 1'-0" I a C� - 00 E I E LLJm 0 � z U LU m z } m o w Y C Q � LU S a- 0 C U PA -2 Scale 1/8" = 1'-0" I PUBLIC AMENITY - ROOF TERRACE LEVEL ul 3/16" = l' -O" -NITY M odif a r c h i t e c t u r e o W 00 o W Q 06i aO a m � 0 w L.0 O a- Q U Q m W w �S 0 crD a -z a 0 M = U x w LU U) z Q J CL 0 W O a zo Q a � V N N LU U U- 0 w LU LU O z w U z Q z_ 0 O m Q co w O N T ' O z o W 00 o W Q 06i aO a � 0 w L.0 O a- Q U Q m W w �S 0 crD a -z a 0 M = U o 00 o E E 06i i I i >- I I I i i I i r m UW W'; m z Y W m' w �S U crD a -z a 0 rt 0 = U PA -3 Scale 3/16" = 1'-0" MAIN FLOOR 3/32" = l' -O" THIRD FLOOR 3/32" = l' -O" A) o2 SECOND FLOOR (A) 3/32" = l' -O" FOURTH FLOOR 3/32" = l' -O" a f odi a a r c h i t e c t u r e m 0 LLJ 0 0 0 UJ < x 0 0 w 0 Ln 0 z LLJ LLJ 0 CL QU z uj NC D In 0 2 LU m Lj :5 2 < C) CY) X LU ui U) z cl. 0 LU 0 z CL o cc V 0 N i N LU U- 0 U) LU CC W cn Oz ui z 0 cc to LU c; lz� m 0 LLJ 0 0 0 UJ < x 0 0 w 0 CL 0 z LLJ LLJ 0 CL QU z uj NC D In 0 2 LU < Lj :5 2 < C) CY) m 0 QO 0 0 0 E 0 C\j m W(M LU z uj NC D In 0 2 LU < -1 C) LIJ :5 2 < IN PA -4 CD Scale 3/32" = l' -O" J G F E.8 E.7 E D C.9 C 13'-0" 1'-0'i 55'-3 1/4" ! ! ,I ., 1 5' 8" 9'-3" 10'-0" 4'-10 3/8" 5'-10 5/8" 9'-10 1/2" 1 1/2" 10'-9" 10'-0" T T 5 1/4" LOWER LEVEL FLOOR PLAN 3/16" = V-0" 0' 2' 4' 8' 00 13 12 10 O KEYNOTE LEGEND 166 STRUCT. COULMNS.SPRAYED WITH FIRE PROOFING PROTECTION.SEE STRUCT. DWGS. b> RAISED PLATFORM V-7" A.F.F. 170 BUILT UP BENCH.1'6" A.F.F. 171 WALL MOUNTED LOCKERS. 172 9 173 0 174 WATER VESSEL m �.. E E C C 0 C C 8 0 z m z 7.1 0? z m 0 U 7 w z Y o � 6.1 0 Q CC 2 a_ 0 O U a_ 6 I 0 o) 0 5.6 5 0 m® 2.1 ■ e 3/16" = 1' 32' J G F.8 CAR ELEVATOR L1 55 LOWER LEVEL 1 PLAN DETAIL 3/8" = 1'-0" a 01 6.1 5.6 3/3" F1 0' 1 ' 2' 4' 10' od I fu a r c h i t e c t u r e KEYNOTE LEGEND 166 STRUCT. COULMNS.SPRAYED WITH FIRE PROOFING PROTECTION.SEE STRUCT. DWGS. 169 RAISED PLATFORM V-7" A.F.F. 170 BUILT UP BENCH.1'6" A.F.F. 171 WALL MOUNTED LOCKERS. 172 BENCH 173 WALL MOUNTED FOUNTAIN 174 WATER VESSEL 3/3" F1 0' 1 ' 2' 4' 10' od I fu a r c h i t e c t u r e tf's -. 1- 0 • C7 C 0 t7 Lu m �.. E E on C 0 X u, z m z z m 0 U w z Y o � Q CC 2 a_ 0 O U a_ ¢ U a N O Ir O � W f m i , I. w � T Q N T O z tf's -. 1- • C7 C 0 t7 Lu 0 �.. E E on C i X tf's -. 1- C7 C 0 t7 o c� �! E E cv i X u, m z F— m 0 U w z Y � Q CC 2 a_ 0 O U L 1 � CL O N 1 A-1 0CoIN Scale As indicated N eo M C9 M I C2 Co C9 M O MAIN LEVEL FLOOR PLAN 3/16" = V-0" 0' 2' 4' 8' ■ od I fu a r c h i t e c t u r e Z O KEYNOTE LEGEND m 0 Q 1GAS METER BANK. 1PAINTED STL. RAILING 1PAINTED STEEL BOLLARD. 1ELECTRICAL PANEL, SEE ELEC. DWGS. 171 WALL MOUNTED LOCKERS. ::56ETRANSFORMER. 175 SOLID SURFACE COUNTERTOP 177 DRAPERY 0' 2' 4' 8' ■ od I fu a r c h i t e c t u r e Z O m 0 Q \W UU i I I ' I j W ¢ W 0 w 0 Li - O w w 0 o U W < N w U) LIjQ I I I C) I i ( i m Q (� m i W H Q r T Cl) F- m 0 U w LLJ z Y Ir Q OC j O z 1 1 � d 3/16" = 1' N A-1 02 M N 32' Scale 3/16" = 1'-0" \W UU 10 0 W E 0 n- - O w w 0 o U W < N C LIjQ I I I C) Mui 1 1 � d 3/16" = 1' N A-1 02 M N 32' Scale 3/16" = 1'-0" N E o T N I I I j Mui m m z F- m 0 U w LLJ z Y Ir Q OC S 1 1 � d 3/16" = 1' N A-1 02 M N 32' Scale 3/16" = 1'-0" K J G F.8 E.8 7 E.7 E -41 T T C.9 C B A 63-7 1/4" .— 2'-1 1/4" 101-01, T 5'-8" 9'-3" 101-91, 9'-10 1/2" 1 � 1/121" 101-91, 101-01, 3'-4 1/8" L. oe oe F.8 1 J! TYPICAL ADA BATHROOM MODULAR 1/2" = 1'-0" C ),-a 1 1Q., V-1 IIA" a W7 TYPICAL BATHROOM MODULAR 1/2" = 1 '-0" KEYNOTE LEGEND 160 ELECTRICAL PANEL, SEE ELEC. DWGS. 177 IDRAPERY 01 21 41 81 ■ od I fu a r c h it e c t u r e 3/16" = 1' Co Co N321 A-103 Scale As indicated Lij LJLJ < Ap rrf to;) 0 13 W 0 m .j 0 LLI W 0 0 C) Lj C) LU m z z m z < 0 uj Lij z 3 LU 0 F— I UJ CI: Q 01: m ill D r-) C) cc ui C.) CL U) Ir G0 LIJ M U) U) �i Ili or LU CO N o Iiz 3/16" = 1' Co Co N321 A-103 Scale As indicated Lij LJLJ < Ap rrf to;) 0 13 W 0 CL .j 0 LLI W 0 0 C) Lj C) LU 3/16" = 1' Co Co N321 A-103 Scale As indicated E E 0 LU m z m m 0 uj Lij z 3 LU 0 < UJ CI: Q 01: m 0— D r-) C) 3/16" = 1' Co Co N321 A-103 Scale As indicated v I. 00 0 I_ I v I I C2 v 0� 0 80 I W 00 m �I 00 00 i O THIRD FLOOR PLAN 3/16" = 1'-0" 1'-6 1/2" 2'-11/4"00 N M C9 0 W I � 8 � I -40 �I- Lo 0 10 WOMEN'S RESTROOM ENLARGED PLAN 3/8" = 1'-0" A) O MEN'S RESTROOM ENLARGED PLAN 3/8" = V-0" (1) KEYNOTE LEGEND 160 ELECTRICAL PANEL, SEE ELEC. DWGS. 179 HAND DRYER 180 PAPER TOWEL AND WASTE RECEPTACLE 0' 1 ' 2' 4' 0' 2' 4' 8' ■ od I fe areh'[tecture C? 0 I_ I I C2 I 0� 0 I W U 0a or clQ —�0 v co co a- 19 U m v W I � 8 � I -40 �I- Lo 0 10 WOMEN'S RESTROOM ENLARGED PLAN 3/8" = 1'-0" A) O MEN'S RESTROOM ENLARGED PLAN 3/8" = V-0" (1) KEYNOTE LEGEND 160 ELECTRICAL PANEL, SEE ELEC. DWGS. 179 HAND DRYER 180 PAPER TOWEL AND WASTE RECEPTACLE 0' 1 ' 2' 4' 0' 2' 4' 8' ■ od I fe areh'[tecture ■ r W 0 I I I I 0� 0 0 W U 0a m clQ —�0 W w 0 a- (1) U Cn Qcy) I �z 0 I i I LU m } z m z m LU U w LU Z Y O O � Q H0. g w 2 V a j W D 0 uj I ice. i I i In cr w r � cb N r O -Ti z i i ■ r W I W C9 0� 0 0 W U 0a (b clQ —�0 W w 0 a- (1) U Cn Qcy) r 0 I i I LU m I I (b clQ j N I i I LU m } z m m LU U w LU Z Y O � Q 10' ui 3: w 3/16" = 1' M A-1 04 32 0 Scale As indicated J G F.1 F E.2 E.1 E D C 9'-3 1/4" 3'-6 1/2" 6-5 3/4" 4'-11 " 5'-10 1/4" 10'-9 1/4" 10'-9 1/4" 10'-0 1/4" I I I I I I I I I 9'-3 1/4" 53-2 1/4" ROOF TERRACE PLAN 3/16" = 1'-0" t2'-1 1/4" 61/2" - N ? T M — T 13) I I 12) 3'-4" I I 3'-6" P Co O 0 0) N O I I O V O O I I N s o -31 -uj I I N 0 2 1'-9 3/4' 10 1/2" UPPER ROOF PLAN 3/16" = 1'-0" F E.2 E.1 E T T 4'41" I. 5'-10 1/4" L I I I I EXHAUST FAN, - 28" TALL ON 15" CURB ROOF SCUPPER TYP. I — I I I I EXHAUST FAN, 28" TALL ON 10'-9 1/4" D 4 1/4" v CV N 7.1) u aw od I fu a r C h it e c t U r e ff M (D t `a ? M E E 0 m I 1 i i i i i i i m I Z 0 Lu Y -) M Lu cc v s cr� IL Z ¢ 0 0 0 w it W f IZI Q J 0 I w O I Cr I j Z l O Q i a_ C y 0 N I l i i p O w cc w Co O z w U I Q z I i 0 Ir O >- Q m Cr w j co rt Z I ff M Cwi (D 0 `a ? M E E 0 Sil I 1 i i i i i i i m W w Z 0 Lu Y -) M Lu cc v s cr� IL Z ¢ 0 0 0 Cwi (D 0 `a ? M E E Sil I 1 i i i i i i i m W w Z 0 Lu Y -) M Lu cc v s cr� IL Z ¢ 0 0 0 o coN A-1 05 N d' 0 Scale 3/16" = 1'-0" EAST ELEVd SgPUTH EI .................................. '51 10tt » l' -U. € OST ---RESTRICTIVE F GRADE 01 2' 41 8' odifn a r c h i t e c C u r e U) z 0 rwwww ui .j ui cr 0 ui Lli 3/16" 1' ' CL 32'A — --------------200 �� - - Scale 3/16" - 1,_0it.... r i w CQ Cly r •+E � I i } E 4w } 3/16" 1' ' CL 32'A — --------------200 �� - - Scale 3/16" - 1,_0it.... r r� w CQ Cly � I i } E } ca VW LU z uj in C2 3/16" 1' ' CL 32'A — --------------200 �� - - Scale 3/16" - 1,_0it.... r GRADE, ,WEST ELEVATION ........... ...... . ......... . .. .... -- . .................... ........ .. ......................... . . . .... -- . .......... . . . ... . ......... ........ . .. . ............. . . --'- - - ------- - -------- - . . . . . ............... -, ............................... - - ---- . ....... . . . . . ........................... . .... . ..... - - ------------------- ----- - .. . . . ....................... NORTH ELEVATION . ............ . .... ................ ........................ ............ .............. ....................... - 311V'= V-0" I ,ESTRICTIVE UCTIVE Ot 26 41 84 3116" = 1' w odife arc h it e ct u r e 2 A-01 - — ----------------.,,,,._3116"»l. ............. 3-2f Scale '-O Co 2 A-01 - — ----------------.,,,,._3116"»l. ............. 3-2f Scale '-O i v M� ■ v o N Scale 3/16" = 1'-0" N ........... all 1.5 + + 1.6 1.9 2.( 1.7 2.0 2.( + + 1,7 2.0 2, 127 ----------- +2.1 i.EKHT.; .2A: 1.3 1.5 1A 1.0 1.1 1.� 0.7 0.8 OJ ................ 0.6 0.5 0.4 0.6 0.' 0.3 0.4 C'.'. 0.2 0.2 0. 0 . 2 0.2 C: .............................................. 0.2 0.2 C . 0.3 02 0.3 0.4 0. OA 0.6 0. 0,5 0.6 0:1 0.7 0.9 0. 1.1 1.4 1 . 1.6 2.0 2. 2.0 2.6 V+4 2 . 1!� 3. 2.1 2.8 2. 2.1 2.8 3. 2.3 2.9 3. 0.8 1.3 2.0 2.7 IR -A +3.0 2.8 +2.6 +2.4 0.8 + 1.3 + 7/2- 1.9 2.6 1+ -L IC -HT 3. �YPV F41 X TUR A'2-1 TY0:2 E 3.0 + 0,8 + 1.1 + + 1.6 2.2 i+ + 2.6 2.8 + 3.2 + 3.5-- 40'... CL E I E 4.5 3.4 0.8 1.0 1.4 1.8 2.2 2.5 3.1 31/8'4.0 0,8 ................ 0.9 + 1.2 1.6 ......... - ---------- .0 2.4 ............ ,9 3,6 4.0 O�8 ++ 1.0 1.4 1.8 + 2.1 2Z + 3.0 + 16 4.0 + + + ++ + +3.1. ........... + 0.8 1.2 1.6 2.2 2.5 2.8 2-1 3 0.8 13 2.0 2.5 2.9 3.0 3.1 3.1 3.0 2.E &0 7.0 5.3 3.7 2.,' 0,8 +1.3 +2.0 2.7 I Pj4 2.7 2.5 2.4 LIGHT FIXTURE TYPE 'B', :TYP. 4.5 3.5 2., 5.1 5.2 4.4 3.4 2.4 5.0 5.2 4.3 3.3 2.4 5.2 5.2 4.4 3.3 2. + 5.5 + 4.5 + 3A + 2. 0 CL E I E 4.5 3.4 2, + 1/8'+ + + + 5.6 5.5 4.5 3.3 2.� 5.9 5,8 4.7 3.4 2.< +6.4 +5.1 +15 +2,� co 4.......... + + . ....... + W6.7- K 5.5 3.8 2-1 2- 8.3 7.2 5,5 18 2.E &0 7.0 5.3 3.7 2.,' ------ - 7.6 6.7 ----- 5.3 3.7 2-9 o IN . 5.4 3.9 2A e........ .......... ......................................... < LU 1/2'+ 7.6 6.9 + 5.4 + 3.9 + 2A -,....---7-5 ..........6.7 .__ 5,3 3.7...........2.:: 7.8 6.8 5.2 3.6 2., Di +8.0 6.9 5.4 3.7 .2., Cf) .......... . ....... ..4 t "21 / 2,, 6.4 6.2 4.9 3.4 2. 6.2 6 O 4.7 3.3 2, +6.4 +6.2 +4.9 +3.3 +2. 5.1 +3.4 2. d G [It, 1 F F�3T,�J R�. TYPE 'A", TYP. + 6.3 6.1 + 4.8 + 3.3 +2. 5.9 5.9 4,6 3.2 2. sli i 5.9 5.7 4.6 3.3 2. PHOTOMETRIC RENDERING modif. a r c h i t e c t u r e R.- W.A LLJ L- 0 0 JV%, u w C) 0 CL .j 0 LLJ LU 0 CL E I E LiJ C) CY) ui co x z LU LLJ LLJ 0 < LU m < m = LU Cf) z LU 0 CC z OL 0 CL C) cli Lbl LL 0 cn LU id lz LU z z cOl co 0 z R.- W.A LLJ 0 0 JV%, u w C) 0 CL .j 0 LLJ LU 0 CL E I E LiJ C) CY) < CD A-250 0 Scale V- 4-: 0 0 E I E C\j ui co z m LLJ LLJ 0 < LU m < m = < CD A-250 0 Scale 2 -41 T T WALL SECTION AT DOORWAY 3/8" = 1'-0" T T O WALL SECTION AT STOREFRONT2 3/8" = l' -O" O WALL SECTION AT STOREFRONT3 3/8" = 1'-0" WALL SECTION -TRASH DOORWAY 3/8" = 1'-0" O WALL SECTION- COURTYARD 3/8" = l' -O" 0' 1 ' 2' 4' ■ odl■ a r c hi t e c t u r e KEYNOTE LEGEND 02 WIDE FLANGE COLUMNS/BEAMS. SEE STRUCT.DWGS. 04 BATT INSULATION. 07 INSULATED METAL PANELS. 08 TYPE "X" 5/8" GYPSUM BOARD. 12 EXPOSED GLULAM BEAMS/COLUMNS.SEE STRUCT.DWGS. 16 METAL DECK. 17 THERMALLY BROKEN STOREFRONT SYSTEM. 36 MECHANICAL SCREENING. 43 5/8" DENS GLASS W/ WEATHER BARRIER. 44 6" MTL. STUDS. 45 PAINTED STEEL & GLASS RAILING. 48 DECORATIVE STEEL PULLEY, TYP. 50 EXPOSED TIMBER CONNECTION HARDWARE. TYP. 51 EXTERIOR LIGHT FIXTURE, TYP. 64 POURED IN PLACE CONCRETE PIER. 66 POURED IN PLACE CONCRETE. 80 TIMBER FLOOR ASSEMBLY "A". SEE SHEET G-019. 81 TIMBER FLOOR ASSEMBLY "B". SEE SHEET G-019. 95 1/2" DIA. BRAIDED STEEL CABLE. 97 RECLAIMED WOOD SIDING OVER 1X3 FURRING STRIPS. 99 CONC. SIDEWALK.SEE CIVIL DWG. 100 LIGHT WEIGHT CONCRETE VENEER CEILING. 106 RIGID XPS INSULATION. 0' 1 ' 2' 4' ■ odl■ a r c hi t e c t u r e d N A-31 0 N 10' Scale 3/8" = 1'-0" W 0 I W I i i 0 W U m .J O w W O CL I r W 0 0 m m z U LLJ LuY m z r m 0 W or Q m S CL 0 0 U Z Q O I - a � ¢ W U o - Wrr 0 �O LL W� � I I � I; r j i I I I i mrr i r , I � i it d N A-31 0 N 10' Scale 3/8" = 1'-0" W I W Q O 0 W U .J O w W O CL I r W 0 m m z U LLJ LuY m z d N A-31 0 N 10' Scale 3/8" = 1'-0" I o E N i i I i I r W m z U LLJ LuY m z r m 0 W or Q m S CL 0 0 U d N A-31 0 N 10' Scale 3/8" = 1'-0" M fo : i Ln % E i,'[ �k 'I � ' J'2{�, c•::,:g>n;. tu: a5\ ),w� » KI;". ,i'll 3, I I I /k, '�v?5iF'>v[;':;,, ,F„GF!/.: :. lj. s .+%L, v5 pr 04• . �: �: s[ 0] Fes. �.\ :[[« .: rj, I. :... w v • v, ,',.,, }} : .i,. , ��n, :q 3'%, } „y �;(' :k•Sh ......... ,::. ..... ,........ r .......Ka .... ...a ,. Y :: .:....... .:.......... ............ : �?... , ........ ...... ..r.., .»t .... a,. ./.. ., 3 �' ..... • .. w . ... .. .. ..... ... a , .. L ,.:::: LU :.:`f," .00h♦ S . . `S ,l %fkt'l ... .. .r,%l „ :.,... F%.%'a� Ir � LU a a_ C) U colwl^ Z VEGETATED WALL SYSTEM HEAVY TIMBER WINDOW SLATS FOLDING OVERHEAD WINDOW WOOD TIMBER CEILING J M fo Ln % E CIA I I I W 0] X Z } w LU Z w LU `S Ir � LU a a_ C) U colwl^ Z J w O m Z O a o v N co W U- p O U) w Ir W z �w i I 0 m � j i T ! Q � f T � O Z M fo Ste/ % E CIA I I I W 0] Z } m LU Z w LU `S Ir � LU a a_ C) U A-320 CONCRETE PIER BOARD FORMED CONCRETE DISTRESSED METAL PANELS GLULAM BEAM CONNECTIONS Scale Q 0 0