Loading...
HomeMy WebLinkAboutB18-0168_REV 2 approved plans_1537466633.pdf " CIF d•4 .5,411111 f. CIE"401(114% TOV STAMP i ,- 41, rii tk 1239 WESTHAVEN CIRCLE 4 I 1236 WESTHAVEN CIRCLE 09/20/18 i ' - + ,• - - '+ - , �. rte' .•K,•�,� -�+w..re.,r,r•r-.,..,. - i ,y #",,�i .:- Z f� • ALL EXISTING TRIM T'��' } r -+r Y-4.01c..4,. N ' 0 .. I TO BE RE PAINTED .�.;: .' (. •. . rU:: aher 07 • r , ,r - r - , „+, 'M . '°r , .:;•= -,. W C7 W ,— %c i — ._� 1 a T - I 'ry I ,yrrr L rA F1 •,4w ,w _ i. .' J ' }r _3-.. ' -� O Lilj • ALL EXISTING TRIM a = 425:8 X • T +•r ', r TO BE RE-PAINTED 0 ! V i - '� - r . TIMBERSVI W r SD J • T 1 - .� - ALL EXISTING r O .,. + . tw � t „ r' TO BE RE-PAINTED W Q - M — QJQ . • 0 , N a m * Z Ci r - - r - ' , , !F +"' +' # _ NEW METAL RAILING gzu Q O cti O V r �y ■ r 41 . 1 Gn W W 5 r `I • �.. � 1r- i • y F - , , � ,� '''"'., I REF. A5.1 0 W I _ 61171- 1T• 1•YM'MM 1 r.• 0 — 00 ✓ _ ,_ ,.," I I WOOD DECK TO BE 7 +� • •1 ALL EXISTING TRIM , • r " - --� -• REPLACED BY OWNER y o - TO BE RE PAINTED ,., ;•47.., I al T{l 11I . Y"'' r Ill . X J ® 4 ' ' _ ry } I 4 I r r4i I I ' ' , L Q — . _ • : ▪ • ' x al r. r ,.l.��,,. litPli- J ' �; S I NEW METAL RAILING - I m C� maiwillgi T #r Y ' + i REF. A5.1 y m 1 • • ' ; • 7 ! --- ---; I 1 N v ci: 01 . _ :1 / ,.. 43, I I ,,r.) \ D r / ' . .• ,~ , i III.t_r --- 1.5 :" .' • WOOD DECK TO BE VV • sr _ .ti� ... �, N REPLACED BY OWNER J M' r:• r. .-- *r. r , : Pita. - - f i -,77«Vy.,4, i .....—,..,_. .� _ ..�_. ` I • ' -I air ,.. - .. • 1111F • ;� - - ter* �,��..•s .....r .r.�.... „ , .,,� ,+- r �tk as+. • i / / 1 T ,~ r -0140/70�1�'Y.••••i+ ,+.. •:r:ir• r I ' - l'>•' - j ' spip ' - r RIR In+�l. ,r.--r w " , -T n•�+w-"I�.r "" --�..�F ..�. .�++• r-..�aw�nr•I ySr`.� 'F * }� kry r I r ' �' _ NSI^� �.• `` i J •'rr{ iI - ' SEAL 4/ r - z ' a Ir I of ooC _ - - - + r �ffr I rrYr•4r+Y h. f 1 • viiii ' r r �IAD l° { I I I + �� f , • - • • ,, {''r' max r 1' �„4 }f 1 _ 1 • r::;) k. } ' r co,.� OAPR201: .1 . i . e, ir 1 , �' ""` � fid; -700 - JAMESK _, • . . ., ' .., r .... __ I I Imo.. - 6UCKNER • r r ' � , . \ � . .,.t . . f i• , ._ ',... �_R.-• ,r• ,r .,.:.� ...Z:fr. , : '4 --� 7-. r 4'^'� . .., ,, y 4 ; ;r ' t �= 4 1.• .... 305267 3052fi7 40 • : 11'1 `I f `i 'y I r • ir �'*171 ' , i —,• r.r-r � • . r. - '4 +#` `` -,}� I T L' /.- li C16''' • 11 j • I '� 1 r40 • ,� 111}} 1 1. ,Jy ,_._.:1 :H::"..- ' '' ,rte �y1 J . 4 ,J� - ' • • ......... .v .f F I - _ Y'. -- ._".,... _ . „ _ • _r�_. • i .J •F � 4 R'w , ,�•- _F .5I I i . - ' 7-:". .e w ' -'^^.44141,-6)%21.'4'-r` � , ji - - - ..- • I - - - ..r• . i - ,-.-.� - ' r - -�, I i ` 1 - I I I ..r-}' \ 'F - y � :r • . rt , r r. j ; +•� {#iR'r { ( ...4 -r - /I 4 r :i l' - ' ' . I LI': ' .., . . t- • 1 1 ! il• I %. 9 1 1444'• I . . . 1 ., 1, - . - 1 1 . ., . i ,._, ...,- : . ., ....„. 7 I , i "3 • TYP a 5. NEW METAL RAILING ”" • - c ) V •*� - _- i i r I. . FLOWER BOX,t1eli' P4'' { . .,' • (/') ti Z? Sr' 11111111111111111111111111111111 .,,, -„.. W W o NEW FLAGSTONE DECK 00 . I. u j 4:±( < .'7 ' r • • 3', i _�r te" v V) > , � � I I ' t�' ", I I O i. -`^ -- ----'Y rW,: .;.�..,. ..,_.-,,, _,. . i I' I ! I I NEW TIMBER COLUMN W 0 J �,, FLOWER BOX i _ I _-- I W O N ' I t e-4,,,} I NEW PILASTER _61m aDv NEW METAL RAILING li O REF. A5.1 fT _._.,,,,.,...=, •_,., 0 .xti.#;��r-- uy I / TO MATCH EXISTIIVG M J cV • ▪ • r i ,..,.r..+,•r.-r,�,,.r,��,-.r..r�..Y'�,rr,-. �.�w+ +.r-r.,r�r�r°r*+T.--r,-�n err r��.r 1 `� '+C I ' I .v CO $ "T > r 0 ---, ,_ ' 1 ]i - I 9 �m WOOD PANEL SCREEN I D W 0 EXISTING WOOD DECK I '• ' TO MATCH EXISTING ''" } .�,a.e...,wr.,-,r�r.,r,.r... .-T-r�-rr•�-rAr.-.rw�-.r,- -.«,...r.,,...�..., I I , `'' `•\ ,A - � II < X re) � r Q k� T4 a - r - ���� ALL EXISTING TIMBERS o I W N -- -- - - � TO BE PAINTED ' 8 2 ALL EXISTING TIMBERS 1 • o AND TRIM TO BE i }r ��( \�� • NEW PLANTER WALL d- RE-PAINTED = ..,- • " . 4 Y "",. . WITH RIVER ROCK AND I I o - N . ' • . "y I STONE CAP TO MATCH ,Li - - - J ,� T ` EXISTING / I ISSUED FOR CO • • I `' • SO/ No. DATE COMMENT c) A1QIb9/17 DRB SUBMITTAL • 110617 DRB REVISIONS d O+ _ - - - ' - - i� • I C OViQl18 PERMIT SET - •4444•14 •944.1/ . , r , , M `�..... r ' r NORTH ,. ,. N ,. r r _. EXTERIOR .-T*_ - - � � r _ . , ELEVATION 1 /4u1 MEINrEIM y NOTES: 1. NO MODIFICATIONS TO THE BUILDING FOOTPRINT, FLOOR PLANS, _ OR GRFA ARE PROPOSED IN THIS APPLICATION. PROJECT No. DATE y - 2. SITE COVERAGE CALCULATIONS FOR BLDG HT, UNITS, PARKING 20162473 12/19/2016 u AREA, DRIVEWAY AREA, AND SNOW STORAGE REMAIN • 12 UNCHANGED. DRAWN BY CHK BY TRV BY a 3. BACKGROUND IMAGE INDICATES EXISTING ELEVATIONS.ALL �C PR DK CHANGES BEING MADE ARE SHOWN WITHIN DASHED j RECTANGLES. SHEET No. rn RAILING SHOP DRAWINGS71- A3 • 2 ELEVATIONS INDICATE GENERAL LAYOUT INTENT. FIELD VERIFY EXISTING c., GEOMETRY OF DECKS AND PROVIDE SHOP DRAWINGS FOR ARCHITECT'S SCALE: AS SHOWN REVIEW AND APPROVAL. 0 N N 11L" CIF d•4 ilviZ• C TOV STAMP „•r cr. AT -'1111(10 1 0711 09/20/18 • V) U Z2 W N 0 Z G/) ' . M WZoWC na`a1 al (11 C) .1 - - _ Z •E M pa = :° .. �,_�.,LL ,, G/) D °C V 01 ,...ti, a W 0 " CO J 1 r < Q c/) .� W W ALL EXISTING TRIM T; • CC ' , N G W TO BE RE-PAINTED i 'I, • { M ''kiln _ 0 = CO0 .41) :r d ra' - - 1 r - - diti + P (n L r 1, • I .1 Irt i , : • • , 0 al . . - MI 1 6- .- --- –.1 vaso i driSMAar Illosid64:$ > U N "...V kl-r:=4 " 7:: • -. . j i ��" _. ..r C o1 \ (gji . ! 1 � �.. • r ALL EXISTING TRIM• [� �jCl2 0 X ' , .,... -.�--..+. • _ .� T.nTr11,.r 9. - TO BE RE PAINTED I 1 j e;ArooarelF:1 =-7. n ..-h � -' �'+ ' - • m x01 61171151111 P , ' y ' , + + ,� �/IIN I — JIf1R'. �.-y�. +' T 1 11 : • i* !:i - • N• • w•rr�M wr +..ter-.- +...+ ,. y.sr. .TM . -. fAN ' Tr 7 — �� rr5+fw :I ' F+-ne�.. I1 'r^ .� *14:''' . ^ - { Z - • _ ', • r et • . . .. • . . • 1 , ie: ' 0 CD : -Qv ,,, - ..i I . . 1 ' ' Aki7=H ' __.._:... • li - : _ - -. -.. ._ " - • . . , 1 i , I 1 i r ,. i ,,.._..,.� rte, ...rr .n.+w-, ,- , Lii a I I 1 1'11 , MI I --r...r' ,' - • ria / �` l ' t ` -#' --'-- ' { ' ,.k'r ' fi . T.Y� it. 1 '� ,r � _• • . .�.�..r�-i -- . .. i..,�,.,--rte.-..-,.tom+..+,.,-.- r-�-�. { - - ' r •r I , fie.`. I'� ' - 14L - x r SEAL : ' 11:1 .ter,.�.r�.,�••�- , �,, . �+.., � .��r. yrrr�.•.r+. P ' , " it r M • ` ' I.�- ----- ' �* r I - �� al .... • '1 co7OAPR201' O 1.11141101jOr 446 A"Ell 4 ill $ r. :.ylUOMPIIP �. r 11( . 1 , ; r al{ r ` NEW METAL } ��ill 111 — r I JAMES K Ago" ' 1P192+3r.Fr ��, ` " `"- RAILING REF .,. _.r BUCKNER • . • _ # - ' �1 � �, � - - -�n� - r• - 305267 � • - • EXISTING '1 i x •• \ ` ,,. WOOD DECK 1 i *,,.+,.'� J Irr} F 1 *Ma P - i • I ; ....„ ,pm, e, 1'. { j . .1 1 el. . 1 , •. 1 r: EXISTING STONE ; . i 1 •• , I I i_ VENEER { ' ° I , I. . €30. y � � ,I i �, T_,_:,; ,_ lati . + •.. I' W W i I I k -JI I . • O ' ALL EXISTING TIMBERS '` "' F 11 I V .. . TO BE RE PAINTED •^'!.,F� ,,,- I ' : ' I�� _ I �, --•w .� ' -yl U Ce v ir=r_i... . ,.i - . . .. 4. ,rr- an _Y _ .. 3Y F TA ____ S rr . ! I. • ir 1 Y se . - •"'"`ter„`; ' i 0,„,..rtR r - •,� + ,n- 7 W. I 1 ' ' tit fli. TL 1 8n Lu zs 7 _ I. I 0 Lll Lu ' : • . -. . ' r .r ''IN oh. i r •- 1 i ••' . ' . t.r.- , > I Ce W CA 1-1-1 O rn - �t - leas U �� V • �- oc go r a NEW METAL RAILING ',• E.i k'1' Ce 0.1 o '. -1 M REF A5.1 e� �Y I' M NI o_ . ,-, - Tni . --„, - w . . . ., . , } ., ri i ,,,, . , Fp::: il py > ,-- . „ t,c) . ,. _ _ . • . /; ,.' %-i . r • 1 W •,„, t . ...47,. a st El EXISTING WOOD DECK I+T - - ' 1 i 1 k D W 06 , r „, „, . _ . ,41N fr?.:. - ,-. . L. r., . .. 1, ... I . . , , _. . , .._.... r _ ,..-. < q) c.) M < i LU N Q �"� Alp ' i, 1 /4) / _,.. 1 , O - y* 1 _ • ,=-i ' N `' ISSUED FOR: co No. DATE COMMENT o - - A 1009/17 DRB SUBMITTAL - - - CD B 11AW17 DRB REVISIONS 71- C 04/1078 PERMIT SET cii73 v; c 0 (13> a, w m M ryi EAST EXTERIOR 5 0 ELEVATION 71, o NOTES: +_, 1. NO MODIFICATIONS TO THE BUILDING FOOTPRINT, FLOOR PLANS, := PROJECT No. DATE OR GRFA ARE PROPOSED IN THIS APPLICATION. E 2. SITE COVERAGE CALCULATIONS FOR BLDG HT, UNITS, PARKING 20162473 12/19/2016 V AREA, DRIVEWAY AREA, AND SNOW STORAGE REMAIN 0 UNCHANGED. DRAWN BY CHK BY TRV BY a 3. BACKGROUND IMAGE INDICATES EXISTING ELEVATIONS.ALL �C PR DK CHANGES BEING MADE ARE SHOWN WITHIN DASHED j RECTANGLES. SHEET No. rn RAILING SHOP DRAWINGS71- A3 • 3 ELEVATIONS INDICATE GENERAL LAYOUT INTENT. FIELD VERIFY EXISTING t9 GEOMETRY OF DECKS AND PROVIDE SHOP DRAWINGS FOR ARCHITECT'S SCALE: AS SHOWN REVIEW AND APPROVAL. Lo0 N N C 00 OF le4 ..N.Apllpllilirf. TOV STAMP t —jig OD Lei 09/20/18 • N Z 2 W Cy O 1 .30-(13 M WZ � c�naa) � o 11 O Q W C ` 2 —1 I• 2 p LLJ eri Q O2C r. V a ' . a II;'. �• �,,,,ih ,i.y, 4.. r+v Air 711 :..T.e$4. ,'. *.,• 1 • *1 ' ' ' .a * Q CA UJLIIJ Y ] G W 4. . r • _a a1 cr, i . ALL EXISTING TRIM I ` +' ' ',- • u ^O TO BE RE-PAINTED I. • - • m c . . • , .;pi . , ., ,. , a- 4.. 111111V 4 Pruillimlownwq TEM.E.w..-M-.1.r...11.....= 16 ‘I . Lt'l a� • 1 , 1 , , NEW METAL RAILING , + Y - ' , 5 ' - .. . ilYilrr�rf+•,,1!-f��_r'Ih,liF 11i1Fin.FrH'1•_F T-Ifl'4..+,.+���r�h�,..,•.r�wfYf'll, W O i ir CO• CX In REF A5.1 / �rI i ,, ,,,�,.. �„,r,Y .„,,� ALL EXISTING TRIM e`� m al I - I - TO BE RE PAINTED N Luco J Tr .1 --1 I Tyr« a °' WOOD DECK TO BE I I! ' '.. _ REPLACED BY OWNER N I 11 ,- flo "�"'�"IF F ! U cn I ALL EXISTING TIMBERS ALL EXISTING TIMBERS +�'-�' TO BE RE PAINTED TO BE RE PAINTED F "�" — 1 i a - .. r' Nr. { SEAL S1� ^F' NEW METAL RAILING 1' I REF A5.1 - .A I Q CQ�Q \''-(1/....-- -.7 OAPR201: 10 . III • ` JAMES K Q • ..--� - • N I 6 U C KN E R • 1 ,..-..- + �+�ws 1"' EXISTING WOOD DECK 4 :.1 ; , ;+� .•, ,f 'k% '-�, , I r� 305267 • ' ' . . ,_ 1 _ �,_� rr,�... 0 C� L. 0111 lam! .wyMF—�ra,_,�W.F....iw.�. f /i • - .�...+-�+� ►+.+.r-+•+.�W�.nx.w!ww^tea. .rt ^"1.r_ -- r ..,F u•-. - .411110"" a, 1 : Ii. 1� !f ' , �� �. ,-J...... I 1°1 —M. ...,__ +4YT. ,�,w w.., .R.,/��i w_.F�.w,Frr , ,. J EXISTING STONE ' f • - '' - VENEER : 1 I - W . U• 1-° d 7. ti ; - 2 i I W Z iti) u , . • " . • • • • , 1 T ZZ o .. {y, - _ u i • - ! - �, T T,....„ l .r,.«„r.r N r Mr..,..r4fi• U — a -•- 4 ,w,.....#._I.1 . .�!�-_ I• ' r t ^' 1 #1 i . ! li Ce ' ...-.�' r4 1 I 1 I V) / i i L I ' O • M �, -- - iris x 'ice 3s+''"''["� ;1%1 '" Al° + r rte. �wr+ i r L , . -air' .- : LLI O Q - - +� ,. '� i, .y �`r ip . 1 oc ii ce 1-1- _ ,-- _ .r...�._r . - .,r•�.�� ,., w rr,--r-r+•+..r,rlr�. y'�'r- tF - oretQ D w ozs .- L,-_ . . . o ,,.,_,._ . Q X M U H /4 ' = I ' D " . _ U. k •i . M . r , ISSUED FOR: r ti . . - r - No. DATE COMMENT 10/09/179/17 DRB SUBMITTAL o , B 11/06/17 DRB REVISIONS d- C 04/10/18 PERMIT SET 0 V; C 0 n▪3 > a, w d- m rvi LA SOUTH iii EXTERIOR 0 ELEVATION o NOTES: --- 1. NO MODIFICATIONS TO THE BUILDING FOOTPRINT, FLOOR PLANS, (E) OR GRFA ARE PROPOSED IN THIS APPLICATION. PROJECT No. DATE 2. SITE COVERAGE CALCULATIONS FOR BLDG HT, UNITS, PARKING 20162473 12/19/2016 0 AREA, DRIVEWAY AREA, AND SNOW STORAGE REMAIN UNCHANGED. DRAWN BY CHK BY TRV BY a 3. BACKGROUND IMAGE INDICATES EXISTING ELEVATIONS. ALL JC PR DK CHANGES BEING MADE ARE SHOWN WITHIN DASHED j RECTANGLES. SHEET No. ELEVATIONS I SHOP DRAWINGS A � • ELEVATIONS INDICATE GENERAL LAYOUT INTENT. FIELD VERIFY EXISTING 4 GEOMETRY OF DECKS AND PROVIDE SHOP DRAWINGS FOR ARCHITECT'S SCALE: AS SHOWN REVIEW AND APPROVAL. 0 N N kl OF I/4 NA011114010.C) m. TOV STAMP e4 �;, 6 / 4. FLAGSTONE PAVERS IN MORTAR BED 0. 0j1't0711 09/20/18 REINFORCED CONCRETE WITH SNOWMELT TUBING. 3/4" MIN. COVERAGE OVER TUBING EXISTING SLIDING DOOR OPENING 1/4" DRAINAGE FABRIC PROTECTION BOARD OVER CONT. WATERPROOF ----/\/—F MEMBRANE 4" BALUSTER. MAX 4' O.C. -- FACE OF STUCCO WALL BEYOND PLYWOOD DECK PER STRUCTURAL . cn SET SCREWS, EA. SIDE OF V O 3 1/2" BALLUSTER COPPER FLASHING UNDER EXIST / Z CC THRESHOLD, TURN DOWN BELOW 3 1/2"TUBE STEEL SLEEVE H cN ,=,-\- 3 FINISH FLAGSTONE FASTENED TO WDIECH K AND F ELD BLOCKING BELOW W Z n WATERPROOF MEMBRANE 7"X 7"x 3/16"THICK BASE FLANGE, WITH — C1 E ON ISI 3 1/2"SQUARE OPENING, WELDED TO Q Z ets p BOTTOM OF TUBE STEEL SLEEVE. r W .L D NEW FLAGSTONE PAVINC FASTEN TO PLYWOOD DECK AND WOOD V ,o BLOCKING BELOW. O W V / _ . 1/2" SELF-ADHERED WATERPROOF CC t V O _� MEMBRANE FLASHING. WRAP UP AND W O L z SLOPE SLOPE '' /////// /////// I Co I —;4iJiJ 1/A" AROUND STEEL SLEEVE Q �j J 2X PT WOOD NAILER AS REQUIRED. Q I- N a CO fa e%61 Z NEW CONCRETE WITH SNOWMELT TUBING OFFSET 1/2" FROM RIM BOARD EDGE Z Z LTJO O V co DRAINAGE FABRIC PROTECTION BOARD I CONT. COPPER FLASHING Q Q N to J OVER CONT WATERPROOFING a �_ WITH HEMMMED DRIP EDGE. W N a _ a MEMEBRANE a. C 1X8 PT WOOD NAILER c+� 1/40 °a °a ° a °a ° O • • it, 2X10 EDGE TRIM ON WEST m O I I °I I �ou� ►1w��� AFI ���� �r���_ O o EXISTING STRUCTURE �,,,, ,,,, ,,,, STURCTURAL DECK SHEATHING PER _ — — — — — — — rm _--_ H Z � � � 3/4" PLYWOOD :I= ` � � END RIPPPED 2X12'S ON _ V a;aa . ' /:_ _ _ _ _ x:/: : I SIDES SLOPED UNDERNEATH - 1" MIN POLYURETHANE FOAM INSULATION • STONE PAVING. ALIGN N`O I BOTTOM EDGES. PAINT/ W "a O O 4 :111" STAIN TO MATCH TRIM � V C^i ? ) --\ DOUBLE 2X10 RIPPED JOISTS TO SLOPE • I itil \ m =�.1/8 PER FOOT SEE STRUCTURAL Ce Y OVERTICAL DRAINAGE FABRIC4 STRUCTURAL JOIST HANGERS PROTECTION BOARD AND TURNED- DOWN Q DOWN BITUTHENE L n WATERPROOFING AT PERIMETER EXISTING STUCCO SOFFIT 1 > m, 4 a PROVIDE 1/2" GALVANIZED pip X WOOD BLOCKING AS REQUIRED FOR 1x6 \1)1 SPACER @16' O.C. % m aN SOFFIT BOARD ATTACHMENT, LEVEL WITH - _- DECK SOFFIT 1) s'll BLOCKING AS REQUIRED FOR POST Q - a c c--- _��»_--_-__-- c o o 0 0 0 0 - - SLEEVE ANCHORING d 01 NEW 1X6 SOFFIT TO MATCH EXISTING COPPER EDGE FLASHING WITH r= • DECK SOFFITS HEMMED DRIP EDGE v J_ 2X10 RIM BOARD-FINISH TO �_ ,C MATCH EXISTING TRIM V in, 1" MIN POLYURETHANE FOAM INSULATION / 1 DOUBLE 2x10 RIPPED JOISTS TO SLOPE 1/8" PER FOOT. SEE STRUCTURAL SEAL 1 T&G WOOD SOFFIT UNDER JOISTS. FINISH TO MATCH EXISTING. ,`�OF COLO, /Y OAPR201: 19 LOG BASE SUPPORT STEEL, 4 SILL DETAIL AT EXISTING THRESHOLD 2 EDGE DETAIL AT SNOWMELT DECK JAMES K SEE STRUCTURAL A5.1 1-1/2" = 1'-0" A5.1 3" = 1'-0" • BUCKNER • E RS WD COLUMN, �� 3 5267 0 REF STRUCT FOR ,0"5, ,�G O CONNECTION '.;': ri O URETHANE SEALANT T/O STONE ..� ������ �.w .w. .a— SLOPED STONE CAP REF ELEVS \\ I I W \��\\��\`� I I \\\\\\\\\ \\ \\\ U O V I I \\\\\\\\\�\ L \\\\\\\\\\ \ \ .������������� ���������� 2X4 PRE FINISHED I 5' MAX /I /I 3 I METAL FLOWER BOX* AZ H V METAL TOP RAIL METAL TAB/FASTENERS A5.1 I LENGTH VARIES I 4" W 2X4 PRE-FINISHED W W 0 o \'• ° i j/� STONE VENEER TO MATCH \ 1X1 RAIL ,}' ✓ ,f' METAL TOP RAIL 0S > '4 kkIL .In . ° a. . ° ° / tO° EXISTING Imp W Q °2 ° . a � � BITUMINOUS METAL FLOWER BOX 1X1 RAIL W O O z ° 4 .# ° ° °. ° �� (EXTENDAMPPD UP STRUCTURAL CONTAINER* M Q CA N �/�jj�'(/ (EXTEND UP 151 Ce \ . ° ° / BASE PLATE) I I ' W O �? cr, ° a ° , COORDINATE DRAINAGE 1X1 METAL PICKETS o0 °° - -�� PORCFOUNDATION 00 PERFORATIONS AS @ 4 3/4"O.C. Ce J o STRUCT REQUIRED I I N DRAWINGS I I 4X4 NEW POSTS. N < E ) ° a �. STEEL ANGLE, REF 8.. I I BOLT TO SLEEVE CA 0 > iv a; �/j j/ °. °° IA STRUCTURAL DWGS, WRAP / ,}' I I POST BELOW. �b4 ,� / ° WITH DAMPPROOFING I I WD w 06 ?, a �I d ° d , 1X1 METAL PICKETS �p cu , @43/4" O.C. - Q X en 0 c0 7oo Y,OC 00C ,O Y00( 0C 4 . .° . 4 .°. ° °ls'00-'0(Jo00-'00'0(JoOCJo0 cN I I T W N -0 000 400 000 000 400 o0O 00 ° . 000 000 000 000 000 000 00 + ` � Tr) - f'oc�'o°&'o°6.0600 P'o°0 O 4X4 NEWEL POSTS. I c" I �� ( � c a 9 �`I I T?4 4 rS' Q rl)- 11`i"c I (—( I i' °° ° 4 a° oO o O c�00 Ton o0' ° ° :III=III=III=III-I BOLT TO STRUCTURE 71- II- II-III II-III ° BELOW. I I III-I I I I I=I I I ° ° ° =III=III III i i lI I I I ISSUED FOR: ,� /�. ° °- — HORIZONTAL 2X4 `-' V PRE-FINISHED I I No. DATE COMMENT co HORIZONTAL 2X4 o BOTTOM RAIL N I—III—III- 4 a ° III—III—I I I PRE-FINISHED A 10/09/17 DRB SUBMITTAL o —III—III— ° ° —II—III CONC FOOTING, REF EXISTING 2 X DECKING. I I BOTTOM RAIL B 11/06/17 DRB REVISIONS III—IIIIII ° III-III—II= STRUCT I REPLACE AS REQUIRED, i i C 04/10/18 PERMIT SET ciS -111H I=I I I H ° 4 -11 I-111- - STAIN TO MATCH 3 III _ ° ° ° °a. _ _ I , EXISTING vi-� I I—III—III—III—III- III—III= II I II I II I ,I M M ,_, II—III—II1-1I1-1II— ° - _ \ / III ° a ° ° IIIII I I . .. a 7 �tH EXISTING FRAMING TO -III I I= 4 ° 4 ° ° a . -III III REMAIN. REPLACE I I —III J ° ° d ° _I-III— DAMAGED OR ROTTED =III-III- . .° ° 4 ° -III=I I WOOD MEMBERS I I IIIIII11 a.' _IIII1 f----__1 I I DECK NEW BLOCKING AS a i=III—III- a Q °. -III—III. EXISTING/NEW DECK EDGE °' -I I I=I I I=I 14 ° ° ° ° ° _I=III=1 REQUIRED FOR DETAILS ,� _ _ _ ° _ NEWEL POST (f' I-I E . . . ° . . . _ ° ° ° ° –III-III MOUNTING. SEE E ITRII IIfII IIF 1fII-lIfII lIfI H1fII l 1=1 11STRUCTURAL o -111H —111H —111H, 1-111HI1-111H I1-111H I1-111H11-111-1 EXISTING RIM BOARD 1III1 I I-1 I111-11 -111-11 -111-11 -111-1 -111-1I 1IITRIM TO REMAIN PROJECT No. DATE +-, —I i I—I I I—I I I—I �I—Iii—I 20162473 12/19/2016 0 5 COLUMN AT FOUNDATION PIER 3 TYPICAL RAILING SECTION AT EXISTING DECKS 1 TYPICAL RAILING ELEVATION DRAWN BY CHK BY TRV BY c A5.1 1-1/2" = 1'-0" A5.1 1-1/2" = 1'-0" CH/JC JB JB 92 *NOTE: FABRICATE AND INSTALL METAL FLOWER BOXES TO MATCH RAILING FINISH. PROVIDE SHOP V DRAWINGS FOR OWNER AND ARCHITECT APPROVAL PRIOR TO FABRICATION. SHEET No. CONFIRM ALL DIMENSIONS, QUANTITIES AND LOCATIONS WITH OWNER. �� • m n 1d- SCALE: AS SHOWN 0 N N ADO" °F d•4 z. C TOV STAMP „ LANDSCAPE ABBREVIATIONS NOTESo ABC AGGREGATE BASE COURSE DIAG DIAGONAL H&V HEATING &VENTILATION OPP OPPOSITE SS STAINLESS STEEL SITE AND LANDSCAPE NOTES: 09/20/18 AC ARCHITECTURAL CONCRETE DIM DIMENSION HB HOSE BIB OSB ORIENTED STRAND BOARD SSK SERVICE SINK ACOUS ACOUSTICAL DN DOWN HC HOLLOW CORE OSF OUTSIDE FACE STA STAINED 1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES,AND LOCAL GOVERNMENT STANDARDS PER THE ACT ACOUSTIC CEILING TILE DS DOWNSPOUT HDW HARDWARE OZ OUNCE STD STANDARD AD AREA DRAIN DTL DETAIL HM HOLLOW METAL STIFF STIFFENER APPROVED PLANS. ADJ ADJACENT DWG DRAWING HH HAND HEWN PA PAINTED STL STEEL 2. CONTRACTORS SHALL BE RESPONSIBLE FOR CONTACTING ALL UTILITY COMPANIES FOR FIELD LOCATES OF ALL UNDERGROUND UTILITY LINES PRIOR TO AFF ABOVE FINISH FLOOR HORZ HORIZONTAL PART PARTITION STMP STAMPED ANY EXCAVATION AND BECOMING AWARE OF ALL UNDERGROUND UTILITIES AND SUB-SURFACE INFRASTRUCTURE. CONTRACTORS SHALL TAKE SOLE AFP ACOUSTIC FABRIC PANEL E EAST HP HIGH POINT PAV PAVERS STN STONE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE TO UTILITIES. ALT ALTERNATE EA EACH HR HOURS PC POINTS OF CURVATURE STOR STORAGE ALUM ALUMINIUM EC EXPOSED CONSTRUCTION HT HEIGHT PCC PRECAST CONCRETE STRUCT STRUCTURAL 3. ALL STRUCTURAL ELEMENTS, BOULDERS AND TREES THAT ARE NOT IDENTIFIED FOR DEMOLITION OR REMOVAL ARE TO BE PRESERVED AND PROTECTED • N ANOD ANODIZED EIFS EXTERIOR INSULATION & FINISH SYSTEM PERP PERPENDICULAR SUSP SUSPENDED DURING ALL PERIODS OF WORK. CONTRACTOR IS RESPONSIBLE FOR COST AND OR REPLACEMENT FOR ANY ITEM DAMAGED DURING THE COURSE OF U O AP ACCESS PANEL EJ EXPANSION JOINT ID INSIDE DIAMETER PL PLATE WORK. APPROX APPROXIMATE ELEC ELECTRICAL IN INCHES PLAM PLASTIC LAMINATE TR TREAD 4. CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT TO INCLUDE THE WARRANTY AND GUARANTEE OF ALL WORK AND MATERIALS INCLUDED WITHIN THE Z i_ esi ARCH ARCHITECTURAL ELEV ELEVATION INCL INCLUDE PLMB PLUMBING TSS TOP OF STRUCTURAL SLAB O B&B BALL AND BURLAP ELEVR ELEVATOR INFO INFORMATION PLSTC PLASTIC TSF TOP OF STRUCTURAL FLOOR CONTRACT AS DESCRIBED IN THE GENERAL CONDITIONS. .z V) o ' B/O BOTTOM OF EM EMERGENCY INSUL INSULATION PLWD PLYWOOD TFF TOP OF FINISH FLOOR 5. ALL SITE AND LANDSCAPE ELEMENTS SHALL BE LOCATED AND LAID OUT IN THE FIELD BY THE CONTRACTOR AND APPROVED BY THE LANDSCAPE O M WQW to BC BACK OF CURB EMBED EMBEDMENT INT INTERIORS PNT PAINTED TC TOP OF CURB ARCHITECT PRIOR TO FINAL INSTALLATION. Q Z t m C BD BOARD EPS EXPANED POLYSTYRENE PPL PROPERTY LINE TTEL TELEPHONE BLDG BUILDING EQ EQUAL JC JANITOR CLOSET PR PAIR TERZ TERRAZZO 6. THE PLANT LISTS ARE PROVIDED FOR REFERENCE ONLY,AND THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT COUNTS AND IF A Z 0 .' 0 BLKG BLOCKING EQUIP EQUIPMENT JMB JANITOR MOP BASIN PREFAB PREFABRICATE THK THICKNESS DISCREPANCY EXISTS,THE PLAN SHALL DICTATE. U j H g' X'' BM BEAM ESC ESCALATOR JT JOINT PROJ PROJECTION THRU THROUGH O a 2 � 7. THE CONTRACTOR SHALL NOT DELIBERATELY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS OBVIOUS UNKNOWN OBSTRUCTIONS, GRADE • LL BOT BOTTOM EXIST EXISTING PSF POUNDS PER SQUARE FOOT TOB TOP OF BEAM "-' V BRG BEARING EXP EXPOSED LAB LABORATORY PSI POUNDS PER SQUARE INCH TOC TOP OF CONCRETE DIFFERENCES,AND OTHER CONFLICTS EXIST THAT WERE NOT KNOWN DURING DESIGN. IN THESE CIRCUMSTANCES,THE CONTRACTOR SHALL V) Q O BRK BRICK EXPA EXPANSION LAM LAMINATED PT POINT OF TANGENCY TOW TOP OF WALL IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND GENERAL CONTRACTOR. THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY FOR ALL . L'-' O � m of Ql BRZ BRONZE EXT EXTERIOR LAV LAVATORY PVC POLYVINYL CHLORIDE TRANS TRANSVERSE NECESSARY REVISIONS DUE TO FAILURE TO PROVIDE SUCH NOTICE. 0 LLJ Q . M BSMT BASEMENT LB(S) POUNDS TRAV TRAVERTINE 8. IF CONFLICTS ARISE BETWEEN ACTUAL SIZE OF PLANTING AREAS AND AREAS SHOWN ON THE PLANS, LANDSCAPE CONTRACTOR SHALL CONTACT THE 0 ~ , d mO/i 2 2BTU BRITISH THERMAL UNIT FD FLOOR DRAIN LP LOW POINT QT QUARRY TILE TS TUBULAR STEEL 2 0 W .� BUR BUILT UP ROOF FDN FOUNDATION LT LIGHT QTY QUANTITY TYP TYPICAL LANDSCAPE ARCHITECT FOR RESOLUTION. Z V I r BW BOTTOM OF WALL FEC FIRE EXTINGUISHER CABINET LTWT LIGHTWEIGHT 9. FINAL LOCATION AND STAKING OF ALL PLANT AND HARDSCAPE MATERIALS SHALL BE PERFORMED BY THE LANDSCAPE CONTRACTOR AT THE DIRECTION Q Q O ti 09 W J FF FINISH FLOOR LVR LOUVER R RISER UG UNDERGROUND OF THE LANDSCAPE ARCHITECT. CONTRACTOR SHALL NOT PROCEED WITH PLANTING AND FINAL INSTALLATION UNTIL LAYOUT AND STAKING HAS BEEN 0 1 LU C/C CENTER TO CENTER FG FIBERGLASS RB RESILIENT BASE UL UNDERWRITER'S LAB FULLY APPROVED BY THE LANDSCAPE ARCHITECT. N CAL TREE CALIPER FHC FIRE HOSE CABINET MACH MACHINE RC RESILIENT CHANNEL UNO UNLESS NOTED OTHERWISE m0 CO 4D 0 CFM CUBIC FEET PER MINUTE FHR FIRE HOSE REEL MATL MATERIAL RCF RAISED COMPUTER FLOOR UR URINAL 10.CONTRACTORS SHALL PROVIDE OWNER WITH UNIT COSTS FOR ALL SITE AND LANDSCAPE ELEMENTS AND PLANTINGS AND INCLUDE ALL COSTS FOR cn m O CIP CAST IN PLACE FIN FINISH(ed) MAX MAXIMUM RCP REFLECTED CEILING PLAN MATERIAL, LABOR,TRANSPORTATION, HANDLING, OVERHEAD AND PROFIT, SPECIFICALLY AS REQUESTED. 7 }? -8 7 CJ CONTROL JOINT FL FLOOR MECH MECHANICAL RD ROOF DRAIN VB VINYL BASE 11.ALL BOULDER PLACEMENT IS TO BE APPROVED IN ADVANCE BY LANDSCAPE ARCHITECT PRIOR TO FINAL PLACEMENT. _ co CL CENTER LINE FLG FLANGE MED MEDIUM REF REFERENCE VCT VINYL COMPOSITION TILE al CLG CEILING FLSG FLASHING MEZZ MEZZANINE REFR REFRIGERATOR VERT VERTICAL 12.NO SUBSTITUTIONS FOR ANY MATERIALS SPECIFIED SHALL BE MADE WITHOUT LANDSCAPE ARCHITECT APPROVAL. W V O CLO CLOSET FLR FLOOR MFR MANUFACTURER REINF REINFORCED VEST VESTIBULE m 13.ALL ROADWAY AREAS WITHIN AND SURROUNDING WORK AREAS SHALL BE SWEPT AND CLEANED AT COMPLETION OF WORK EACH DAY AND NO MATERIALS CLR CLEAR FLUOR FLUORESCENT MH MANHOLE REQD REQUIRED VIF VERIFY IN FIELD O X CM CORRUGATED METAL FOC FACE OF CONCRETE MIN MINIMUM REV REVISION VNR VENEER SHALL BE STORED WITHIN OR SURROUNDING THE WORK AREA OVERNIGHT. CONSTRUCTION SHALL NOT BE CONSIDERED COMPLETE UNTIL ALL PROJECT $ > < LL AREAS HAVE BEEN CLEANED OF ALL DIRT, DEBRIS, MATERIALS,AND ALL DAMAGED ITEMS REPAIRED WITH ACCEPTANCE BY THE LANDSCAPE ARCHITECT. I CMP CORRUGATED METAL PIPE FOF FACE OF FINISH MISC MISCELLANEOUS RM ROOM VWC VINYL WALL COVERING V CMU CONCRETE MASONRY UNIT FOS FACE OF STUD MLW MILLWORK RO ROUGH OPENING I t ^ Lin CO CLEAN OUT FR FIRE-RETARDANT MO MASONRY OPENING RP RADIUS POINT W WEST ' as O COL COLUMN FT FEET MR MARBLE RS ROUGH SAWN WC WATER CLOSET PLANTING NOTES AND SPECIFICATIONS: ol. CONC CONCRETE FTG FOOTING MTD MOUNTED WD WOOD I m obi CONST CONSTRUCTION MTL METAL S SOUTH WLS WALLS 1. ALL PLANT MATERIALS SHALL BE NURSERY GROWN. PLANTS SHALL BE HEALTHY AND FREE OF DISEASE AND PESTS. ALL PLANT MATERIAL IS TO J CONT CONTINUOUS GA GAUGE SC SOLID CORE WP WATERPROOF BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. co d O^i CORK CORRUGATED GAL GALLON N NORTH SDH SCHEDULE WPM WATERPROOF MEMBRANE CPT CARPET GALL GALVANIZED N/A NOT APPLICABLE SD STORMMDRAIN WRRWATER RESISTANT 2. LANDSCAPE CONTRACTOR SHALL SUPPLY PHOTOS AND LOCATION OF THE SOURCE OF ALL TREES AND SHRUBS TO BE APPROVED BY D CS CONCRETE SEALER GC GENERAL CONTRACTOR NIC NOT IN CONTRACT SECT SECTION WS WATER SURFACE LANDSCAPE ARCHITECT PRIOR TO DELIVERY OF MATERIALS TO THE PROJECT SITE(S). 11 b CT CERAMIC TILE GI GALVANIZED IRON NO NUMBER SF SQUARE FEET WWF WELDED WIRE FABRIC J 3. ALL CONTAINER PLANTS SHALL HAVE BEEN GROWN IN THE CONTAINERS IN WHICH THEY ARE DELIVERED FOR A MINIMUM OF TWO MONTHS, BUT > Ce CU CUBIC GL BLK GLASS BLOCK NOM NOMINAL SHT SHEET WWP WHITE WATER PARK NOT MORE THAN TWO YEARS FOR SHRUBS AND GRASSES AND ONE YEAR FOR PERENNIALS AND GROUND COVERS. CY CUBIC YARD GL GLASS NTS NOT TO SCALE SIM SIMILAR XPS EXTRUDED POLYSTYRENE V N GMMU GLASS MESH MASONARY UNIT 4. PLANTING BACKFILL IS TO CONSIST OF 66% NATIVE TOPSOIL AND 33% ORGANIC COMPOST TO A DEPTH OF 9". TILL 6"OF TOPSOIL AND 3" OF D DEPTH GND GROUND OA OVERALL SIP STRUCTURAL INSULATION PANEL YDS YARDS COMPOST FOR ALL AREAS TO BE PLANTED. DD DECK DRAIN GR GRANITE OC ON CENTER SLR SEALER DF DRINKING FOUNTAIN GRD GRADE OD OUTSIDE DIAMETER SNK SINK 5. ALL TREE AND SHRUB PLANTING AREAS ARE TO BE MULCHED WITH 3" MULCH. DI DRAIN INLET GWB GYPSUM WALLBOARD OFD OVERFLOW DRAIN SPEC SPECIFICATION SEAL DIA DIAMETER OPNG OPENING SQ SQUARE 6. ALL PERENNIAL BEDS SHALL BE COVERED WITH A TOP COAT OF 2" OF COMPOST(NO MULCH). CONTRACTOR SHALL PROVIDE A SAMPLE OF kN U EL COMPOST AND ITS SOURCE TO LANDSCAPE ARCHITECT PRIOR TO PLANT INSTALLATION. �O� 373 C,9/�_ 7. TREES SHALL HAVE ALL BINDING MATERIAL REMOVED AROUND THE BASE ON THE TRUNK AND BURLAP MATERIALS REMOVED AT LEAST Q `.O LANDSCAPE GRAPHIC SYMBOLS LEGEND NOTESHALFWAY TO THE MIDDLE OF THE ROOT BALL PRIOR TO BACKFILLING AND PLANTING. 01/01/2008 8. EVERGREEN TREES GREATER THAN 6'ARE TO BE STAKED WITH (3) 5' STEEL T-STAKES AND GUYED WITH GALVANIZED WIRE. SEE PLANTING Origin Date of Licensure IRRIGATION NOTES & SPECIFICATIONS: 9. CONTRACTOR SHALL BE RESPONSIBLE FOR ERADICATION, REMOVAL, DISPOSAL OF WEEDS WITHIN THE LIMITS OF WORK DURING THE - 9� dolt , • CONSTRUCTION PERIOD AND THROUGH THE PROJECT'S FINAL ACCEPTANCE. FQ FOF CO\--bIG� f �4ND S C App ' 1. IRRIGATION SYSTEM IS TO BE DESIGN BUILD BY THE GENERAL CONTRACTOR OR SELECTED 10.AT THE TIME OF PLANTING ALL NEWLY PLANTED TREES AND SHRUBS SHALL BE FERTILIZED WITH BIOSOIL MIX,ALL-PURPOSE FERTILIZER PER 10APR2018 I Ilk PLANI SUB CONTRACTOR. MANUFACTURER'S SPECIFICATIONS. THIS FERTILIZER TO BE MIXED IN WITH PLANTING BACKFILL. PLEASE CONTACT ROCKY MOUNTAIN ® ` ® BIO-PRODUCTS, 10801 E. 54TH AVENUE, DENVER, CO. 80239, PHONE (303)696-8964. L3.1 1/4" = 1'-0" L3.1 2. AUTOMATIC DRIP IRRIGATION SHALL BE PROVIDED AT ALL NEW TREES AND SHRUBS. AUTOMATIC 12" POP-UP SPRAY HEADS SHALL BE PROVIDED AT PERENNIAL BEDS AND GROUNDCOVER. 11.ALL SEEDED AREAS SHALL BE SEPARATED FROM ADJACENT PLANTING BEDS WITH EDGING. THE PREFERRED PRODUCT IS RYERSON METAL DETAIL/ENLARGED PLAN DETAIL DRAWING TAGS AUTOMATIC 6" POP-UP SPRAY HEADS OR ROTORS SHALL BE PROVIDED FOR LAWN AREAS.ALL EDGING OR EQUAL. EDGING SHALL BE 1/8"X 4" STEEL ROLL TOP, PINNED IN PLACE WITH THREE 12" EDGING PINS SPACED EVENLY PER 10' W J BUBBLE BUBBLE DETAIL IRRIGATION HEADS SHALL BE SPACED ON CENTER PER THEIR COVERAGE RADIUS TO SECTION OF EDGING. OVERLAP EDGING BY A MINIMUM 12"AND SECURE OVERLAPPING EDGES WITH 2 PINS. EDGING SHALL NOT EXTEND SECTION PROVIDE EVEN AND EFFICIENT WATERING. ABOVE SURROUNDING FINISHED GRADE BY MORE THAN U O u '/4". I- ce 3. FLUSH DIRT AND DEBRIS FROM PIPING BEFORE INSTALLING SPRINKLERS AND OTHER DEVICES. 12.PRIOR TO PLANTING, THE IRRIGATION SYSTEM SHALL BE FULLY IN PLACE AND OPERATIONAL. Z iti) V of 4. THE EXISTING IRRIGATION SYSTEM IS TO BE MODIFIED AS NECESSARY TO ACCOMMODATE 13.PREPARATION OF ALL SEEDED AREAS WILL INCLUDE: LOOSENING THE SOIL TO A MINIMUM OF 6" DEPTH, REMOVING ROCKS AND DEBRIS OVER 1" W Z Z MODIFICATIONS IN LANDSCAPING AND CORRESPONDING LAYOUT OF DRIP AND SPRAY HEAD ZONES IN DIAMETER, AND AMENDING WITH 2" COMPOST AND 2" TOPSOIL, AND TILLING TO A MINIMUM 6" DEPTH. ALL SEEDED AREAS WILL BE GRADED W W Q � 4 P 1 A + (33.0) + 33.0 33.0 10.0 5. PROVIDE 4" PVC SLEEVING BELOW ALL HARDSCAPE TO ADJACENT PLANTING AREAS. TO BE A SMOOTH, CONSISTENTLY EVEN, FREE DRAINING SURFACE. 14.LANDSCAPE CONTRACTOR SHALL SUBMIT A WRITTEN DOCUMENT REGARDING ITS POLICY OF PLANT WARRANTY AND REPLACEMENT. EACH \ W Q Q °� 6. MAINLINE IS TO BE BURIED 12"-18" BELOW FINISHED GRADE. LATERAL PIPES SHALL BE BURIED 8"-12" WARRANTY SHALL CONFORM TO THE MINIMUM STANDARD OF REPLACING ALL MATERIALS INCLUDING LABOR, DUE TO THE SICKNESS OR DEATH 2 NORTH PAVING REVISION REVISION BREAK EXISTING SPOT PROPOSED SPOT PROPOSED ELEVATION BELOW FINISHED GRADE IN LANDSCAPED AREAS AND A MINIMUM OF 2" BELOW FINISHED GRADE IN TYPE CLOUD TAG LINE ELEVATION ELEVATION MARKERS NATIVE/UNDISTURBED AREAS. ALL PIPE TRENCHES SHALL BE FREE OF ROCKS AND DEBRIS PRIOR OF A PLANT FOR A PERIOD OF TWO YEARS FOLLOWING THE PLANTS INSTALLATION AND ACCEPTANCE OF THE PROJECT BY THE TOWN. J N TO PIPE INSTALLATION. BACKFILL TRENCHES WITH SOIL THAT IS FREE OF ROCKS AND DEBRIS. 15.ALL EXCESS NATIVE SOIL RESULTING FROM SOIL PREP SHALL BE DISPOSED OF AND REMOVED FROM THE SITE OR STOCKPILED IN LOCATION APPROVED BY W0 N: rn OWNER. < U oo u 7. INSTALL ALL DRIP IRRIGATION LINES PER MANUFACTURER SPECIFICATIONS. Imim L 8. VALVE BOX LOCATIONS ARE TO BE APPROVED BY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. HARDSCAPE NOTES: LLI M J N o Q a 9. CONTRACTOR IS TO PROVIDE OWNER WITH AS-BUILT IRRIGATION PLANS THAT INCLUDE V) O N \ APPROXIMATE MAINLINE ROUTING AND VALVE BOX LOCATIONSCO . 1. REFER TO LANDSCAPE DETAILS/SPECS FOR SIZES, COLORS, TYPE AND FINISHES OF ALL HARDSCAPE MATERIALS, INCLUDING BOULDERS, r / ,.. DI p 10.THE FOLLOWING IRRIGATION TESTS AND INSPECTIONS SHALL BE COMPLETED BY THE FLAGSTONE PAVERS, AND WALLS. D W p6 Li- 4 e 0 CONTRACTOR: 2. CONTRACTOR IS TO PROVIDE PHOTOS OF LOCATIONS OF THE SOURCE OF BOULDERS FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO < j ") T R v JG DELIVERY TO THE SITE. M o 10.1.LEAK TEST: AFTER INSTALLATION, CHARGE SYSTEM AND TEST FOR LEAKS. REPAIR LEAKS 1 W N Q ``�� AND RETEST UNTIL NO LEAKS EXIST. 3. ALL STRUCTURAL ELEMENTS SHALL MEET THE STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS. N PEDESTRIAN BOLLARD BENCH TRASH / LANDSCAPE DRAIN DECIDUOUS TREE CONIFEROUS TREE SHRUBS 10.2.OPERATIONAL TEST: AFTER ELECTRICAL CIRCUITRY HAS BEEN ENERGIZED, OPERATE Q LIGHT POLE LIGHT RECYCLING BIN BOULDERS INLET CONTROLLERS AND AUTOMATIC CONTROL VALVES TO CONFIRM PROPER SYSTEM o OPERATION 10.3.TEST AND ADJUST CONTROLS AND SAFETIES: REPLACE DAMAGED AND MALFUNCTIONING ISSUED FOR: CONTROLS AND EQUIPMENT. No. DATE COMMENT co oA 10/09/17 DRB SUBMITTAL PAVING SCHEDULE DATUM REFERENCE 11.EXTENT OF IRRIGATION AT REVEGETATED AREAS IS TO COVER LIMITS OF DISTURBANCE. VERIFY B 11/06/17 DRB REVISIONS o LIMITS OF DISTURBANCE ON SITE AND ADJUST ACCORDINGLY. INFORM LANDSCAPE ARCHITECT IF C 000/16 PERMIT SET ADDITIONAL IRRIGATION IS REQUIRED. O FLAGSTONE PAVING W/SNOWMELT ABBREVIATED LANDSCAPE ELEVATIONS P1 ©DECK EXPANSION X (IN FEET ABOVE AVERAGE SEA LEVEL) a) OP2 FLAGSTONE PAVING W/SNOWMELT ON GRADE 70.00=8070.00' a 75.00=8075.00' z - " FLAGSTONE PAVING OVER EXIST CONC SLAB 80.00=8080.00. O (NO SNOWMELT) O 85.00=8085.00' LANDSCAPE vii FLAGSTONE PAVERS ON GRADE 0) P4 (NO SNOWMELT) 90.00 =8090.00' NOTES & v, a ABBREVIATIONS C PROJECT No. DATE (.) E0 20162473 12/19/2016 V 0 DRAWN BY CHK BY TRV BY C JAG PC PC V SHEET No. rn N CV L 0 . 1 L. SCALE: AS SHOWN 0 (V N