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HomeMy WebLinkAboutE16-0071 Plans Approved 7.pdf " CIF k4 ec r71 I Y Nir * -709r I__t I I 1 I _.../ U ..__.) L_ itpAipit \4p* LOa F Legend II I De 0 OD 000 • to • o o \o zo 0 22 Ci) z40 • • 2sS mbol General Descri tion -le■ i ■ ■ ■ = ■ ■ ■ ■0 ■ ■ ■ 1 ■ ■■ -� 22'-9" 7'-3'� 15' O" 15'-D" 15'-D" 15' -d" 15'-D" 15'-O" 15' O" 19'-9" 1 -6fi' 6" 47'. ►■'� . . ■ �. , 26, 4 05/02/16 2 -n14 -1 1 �, - �4 - �2 * 15'-�" 1 -c" 7' 6" '- 31 - 13'-o" 10 -6" Pavement & Water roofin r r x r r r r 1 r r r r y ReplaceWaterproofing +� • ! , 1'-• •;•;•;•;•; System & Associated Components. �.+., * ■ ' ■'�� • ■ ■ ■ 02.2.2.. Re: General Notes and Notes this ■ At the Plaza Level, remove the existing grate f • ++' ''., + ** ■ 1 . ,. �, 1 1 at the area way, remove the existing :► '�,, page. ■ � ■ ■ ■ � ■ ■ , * Replace waterproofing within Zamboni ■ / Remove & Replace Ceiling & • .1 . 1_. sheet-metal cap at the top of the existing area Room and adjacent exterior wall. Re: Note 2c ■ At the Plaza Level repairs will include " ; + t / Associated Components to access A __ way wall and rewaterproof the top of the wall - W- p ► ■,,,,.y u and install waterproofing repairs. ,l� �' �� li■i■ i its Nl Kl : i i , removal of cast stone trim and cladding at the . z.i ■ " 1111 y '> II i� base of the walls to terminate the ■ � ■ m4 _ > � ■ ■ m ■ ■ ■ _I`� `� I' I ----.---.--.--..- waterproofing, and at the Upper Plaza Level, / o _ A216 ■l� ■r — ! � _ —n_ _ 411Thrif pp ��� I Remove oozing waterproofing at isi� - .. =-= I� -S� _-- the repairs will include removal and resetting ,�++.� €� �. � / ■ rPAS , •,.+ •, - / surface of pavement. CO �, Ml1= �� of one cast stone capstone. .+++i. , , i ■ STAIR 6 _,I, A, , ^~_- ► ral �� i1 Ell • • ■ S106 1- f .�.. ��'TAIR �� A439 ���� a �. ■ = A223 Section cut for close up —_� iiTai 1•Ei •ILlr -- ` # i REFERi i�i•�"i•i•+•ivel.iv.VIISP '4" I X plan view containing i111#II#�l#Ell lT ill �C. I I, ir = DWG ♦ �+++���+++�►+♦ _ -- SHEET .1i1t♦►�. "� ILE- = P1.Xwaterproofing section cuts p� © = the re airs, 3 locations wi I I be cored +�I+++++++++++++++++++++++++ and detaiIs :-- a 111111llllll — r - ii I■�� During p 1 �/ SHEET + ++++�+++++++�+•- Ai�E thru the existin structural slab to rovide a ♦+++++•++++++++♦=: :: j14j. 9 p + ++++++++++++++++++++++++++++■ I _ w,- P 142 + 1�� , 1•.�� sleeve and a pipe penetration for the existing Elevation call-out for te. A435I° At the Plaza Level, assist BC&E in the - downspouts which will be connected into the e.• . r ■ = �"r A. i `' investigation of the existingtrench drain and �l existing drain piping below in the garage. +� SHEET - -- DWG REFER referenced sheet from the ■ ■ ■,rrr■�rwM■■1r■■■■■■■.E �� g _ =_i „ •+�A A131 P1.4 fl_Il. j original drawings ■ ..i A491 The within the ara a is a hard I ♦♦ 0 ■ the leakage below. The repairs may include u ceiling garage ♦+� REFER (attached to this set) !' ■. .■ REFER4+' B . di Min the removal and replacement of an existing ceiling"which will need to be accessed to +� DWG I E 10 I . \ 11 _ �_ . DWGGAR t_ . I E I ■n■■■■■■■■■■■■■■■ �; Awl"° ` drain pipe and a portion of the existing trench -- © , make the necessary connections. f � P170 j E ■ ,■ �, �_ R„��.9.M1 ii, to rewaterproof the structural deck — �:., - - A22c +, STAIR 3 �, ,. / I ■ �^� !� r• below. Assume 20-ft of trench drain and STAIR 24 , 5, s103 ssv — �, ! ■ 10 • I11.-- _ — - I � �� Si ■ It ._ associated piping. si24L RETAIL ; ■■ M■ ■■ ■ / 42- I "�1s� INotes: ■ ■■ ■■ ■ it GATE ■6'''C 1 7 1[ 1w -di ■r■■■■■� ■■■■■�li■■■■■■ j �. _ / _ _ � 2c Zamboni Room - The failed waterproofing membrane within the •■.■■ui ■■■■■. #1■■■■� — L- -- 1i ' �' / ai I 1 • i i PMIC �I I I� Rte^ ^�° =� EEv 91_ Zamboni Room has resulted in leakage into the mechanical and ■ ■■ NM m■ 111 ■ Ai Iiii r ■ garage s aces below the Zamboni Room and ortions of the ■ " I ■ ''�= '-'-�' ELEV B ! exterior fascia at the Skate Rental Shop and the Central Plaza ■ II ;� ill_Minn" ■■■■■■■■■,■■■■■■■■ ■■■■■� _ II _..R __ _ �� , , �__ 1 � E108 �_-, - directly adjacent to the Zamboni Room appear to be leaking. The 0 �� -- ; ■■■■■■■■■■■■■■■■■u■■■■■E — , . ':+ 1� 0 / J � ' - �^_ „, _ ■ waterproofing system within the Zamboni Room (including the ■ et ■ € 1 ■ , drain and ice melting pit) shall be replaced. The replacement of ■■■■■■1Ail>t■i� i ■■ ■■ ■ i �j 1 `� ■ ■■ ■■ ■ FITNESS 12 ■ •• so • P143 SIrYI �- portions of the Central Plaza waterproofing system and exterior CTiV1TiES Ss KIDS' I i j ■ I ; •• :: FEC7 1111 G _ LaBBY R TAIL RiW iAiL wall weather-resistive barrier and flashings at this location will E ■ ■■ ■■ ■ IG ;.2D3... SHEET -- - P- -'- of P163_1_4_ 0161 1 / N 12 ■■■■■■_ ■■:a■.■■■■■■■■ r _ - -- --� kQ- - is also be performed at the same time. The assembly at the 1110 +•-- . onto! r//�/i SHEET - — ■ �� D1 1 i L-- +. Cl I Zamboni Room and the Centralplaza is much thicker than the ■ 112 111111 5K CLUB . - ' i, D1.1 �p. �- ii - p ■ r� = _ �I "?04 _ i balconies and also includes removal and replace of a 3 to 4-inch t LOUNG r� . LIBBY N �. :6 „ .� 1 ■ P14 ,1© i 14� I A21'� -ta r'i'®:� �� OUTDO* / thick concrete protection slab. The pavement is a sand-set � I � a.� z�� `�///� �� � rESTiB 0 Al. i 1= (7.' ■i' P154 paver system (concrete at the Zamboni Room) over a hydronic I �.I , 4 A2 'fir:3 ° �' i I 30' — snow-melt system. The sand setting bed has been placed on top ■ STAIR 7 L � � ` € ID S Al' - _ _ �� ..... - ��. X11111111 1 taB BETA L of the concrete protection slab which is over about 2-ft of rigid 10 ■ S107Ir. �_ P146 . % SHEET c• ----I ,6g -- - f Q - 1 ■ foam insulation, over the waterproofing membrane and drainage ■ r D12 J from plaza surface and install new A22 0 1 ImoAz1 S waterproofing termination. Re: Note 3 _ TIL2d2e Porte Cochere - There are number of leaks and si ns of movin 9 g RETA1� O ° 1111PAccess laza area and assist BC&E in 2� 0 (1) ■ waterproofing membrane within and below the Porte Cochere. p �� A221VEaT+HLlL< At the stone-clad columns within the Porte Cochere, the re air • 1 SEATIN , �° 4) envesgaonoeaageproems. 'A222 PI1p p II NV , p13 n1Assume water spray testing and investigation11110Clogwill include removal of a portion of the pavement and some of the — 11111 AM& MATCH_ ,_ -_ 4 �,� . =��� - 06 _ opening. Re: Note 2f 9, \ ' stone cladding to replace a portion of the waterproofing system. lur s ELEV 14 /LO.; HOTEL 1� �B' Mil-` . —VI - ■-' �' We do not know at this time what the leak source(s) is and will — MATCH LINE A"� EE114 P "G ENTRANCE 1 '� FA 4 fl0 _ either need to further investigate this condition and design the 0jII I 444, ' P121 STAT' 28 ; ,. SHEET �5_0 I I solution when conditions are exposed duringthe course of the tv ■ i 5128 , P1.40 { CHi DREN'S] Skil 1 ■ p ■ BAR 6' f SCHOOL REGISTRATION repair work. The pavement in the Porte Cochere is similar to the ■ TOrk,„ r'M�� _* P131 \ 414' �� 1 1P103.01 RETAIL ■0 — ■ � I. `4k \-.0:. -g Replacement of the waterproofing in this area. Repairs will P1a� Central Plaza (described above) except the sand-set pavers are .` � � i i i i i i a include removal of cast stone trim and claddin at the base �. mortar-set stone. Lt iJ1 RESTAIJRA! . > g •• _''L' _r_�� P 126.02 L �� of the walls to terminate the water roofin i I — / ■ _-_ ENTRANCE .•• p g■ NT �� .__ ��'", �';, ,.'�i•�••'� 2 locations will be cored thru the existin structural �i �-►= `s ■ 2f 2 Central Plaza - The locations on the Central Plaza which need to ■ i' \ f t 1 1 - P 32 •%•i••�••.i �� g E P► ■ g - or '�I' !••••i•••.� �1� 4 slab to provide a sleeve and a pipe penetration for �_3�+L� P�c cz be further investigated in order diagnose the source(s) of the LEv 1 • s. I �` . �■ '. . ��-- �'� :!s�'" the existing downspouts which will be connected into leakage. It is likely these areas will require replacement of the iIIIIP 1 �` / i AUDIT I ■ * - - the existingdrain piping below in the garage. I :■. I laza waterproofing membrane in an area near the leakage c‘i p p g g g R __ c '�, _ li. - if ■— - p p 9 9 ST' 8 �i•O..� 10 P1\36\--:-. .•�•••. The ceiling within the garage is a "hard ceiling"which 1 ��••••••• NUMMI �,,_ TOV ELEV. ■ location. This will require removal of the pavement, concrete �,:Ian,,_,.1.- rl� ■r► 14Tri 0 ,itx vio!,47 717011101 . !••;•••;••;•i,* D� will need to be accessed to make the necessary connections. miminh.�immimii . I■ VESTIBULE protection slab, and rigid insulation to access and repair the/ / / NI' "T �NA ;�.- - , :r430 Re: Note 2g P1 IPPORT 1, I waterproofing membrane. It is also likely some stone cladding 0 b CO ''' 2 �..... pi_ J.., . ..1 •ii••i••i•, - 1 ��on ^i ,t 3.■- - ■ _ on the walls adjacent to some of these leak locations will need to a"I .�. aVAS.. N.1%. `� ,��►:• .,•••�••••••�•�•4� -- ..., EV 6 ■ be removed to properly complete the repairs. I - 0 r fi....tm,,....... • ��••�i••�•••i••�. RETAIL i��� i i sis in ■ � E..�.r...... ., / / .,,e iA2 .,,•••:;,•:;•:;••% 112 �_''�� - ` .L :' ■■�■�s.�4 : ���;•••••�••��,�. / RAI 3. Black waterproofing material has oozed through joints and I 3D.. '-115: ■ ■ 1r•■r ■ ■ ■ 1, 448 V•••••i•.•. / 3 '� {� ' ,x, i 15 - 5" 6'-.' 6'-9 15 -6 , 1'-9" STAIR 9 Alt A_ j R STAT!"•NT 1 REFER �ii�� SHEET CHi1-ARE 's 3� ac ■ transitions in the pavement at a number of locations on the ■ ` t\9 % _ s103 _ P133 DWG P1.4 f m� ' - - T�l ELMS EI ' l -- - Central Plaza. No reported or observed leakage has been (II) 0 04 �— 1 mum ! \/0 N ,,� `� P CD X �� �`� - 1 9� i � h}GTE S CLUB/ associated with these locations. The pavement is a sand-set /I ,•••••. moi• - •= • Er EV 3F , oNDO A PORTICO paver system over a hydronic snow-melt system. The sand ■ Ifs-4*•i•i, ♦ I • #r °' 1,11, _0,01.16. e E 1 G3 �— Y Y Y '••••••i ° (� -•- Mil1 ; 1 ■ settingbed has been placed on topof the concrete protection 0 7,5' • , ■ 4 ti `l•••i•;••••. ''11 �'1 { Til slab which is over about 2-ft of ri id foam insulation, over the / �•• s• © 1 Eleara �F�rsr;! 1 11111111 water roofin membrane and drains a board. The re air at / / ��ii! SHEET 2 * 1 APRf~S- S 1 C1 =' I lllilll� r f p g g p/ �• 1 ►r 1111QP1.4 A212 + , - these locations will include removing the sand-set pavers at 0 S e, r NP1� ELEV 2 SMALL i, Illi` 1 p, EEv 7 1 0 ► CONF RM Emil - ■ these locations to expose the top few inches of the original o�/ + lioiew__._io\- . P117 � waterproofing membrane. The top few inches of the ;� , r° ♦ waterproofing would then be removed, and a new waterproofing %110 .,..■ o� /0 ' + Remove stone cladding and 401 ii I ■ termination would be installed below the level of the pavement ■ ,� / ' S t 1 sw ►I;■'��l includin some minimal new water roofin and a termination bar. stone pavement from column to �. „xi: •.• s ■ g p g 0 r � the edge of structure below to replace \,...._ �_� \ ilrillikT. , ..ma" These locations will then have the pavement reset. ■ ++ ,5,... o. +. Ia. the waterproofing in this area. = , 1 Rift- s ■ / • Re: Note 2e, and Plan View 2/P1.1 ,a ' - . ■ !H.'��6 � 1 $ � QQT Remove oozing waterproofing (11 �1r�■� i-- ,--- _ -K r + ♦+ • I 1— from plaza surface and install new Illri / 1 \ '5\ 4111) o �` ak sTOR P100 ;L7 P100.01 1 waterproofing termination. Re: Note 3 STAI R 9 • A223 # , i # 4 S 129 ! v®��e�4�eq��.WI�� i —� .1."‘ Remove stone cladding and �z OW �Slrl'1 Notes: 4 a ,'\0 6c 41) 0 L---' •,_I * stone pavement at column •EXISTING A2�110 �� • Backgrounds provided for reference only. Actual 4P- SHEET i ■ ■ base to repair waterproofing. Re: Note 2d — ■ � \ D1.1 ■ conditions may vary and shall be field verified by the I EI� 41, +♦ 0 * - 41) 15°_G°' 15'-0" 15•_0" 9' i 5'-9 , - " 12°_G°° contractor prior to bidding and constructing the work. ` r • Dimensions and locations provided are approximate / It SARE 0 0 CDi 4' 0 lb + ■ and shall be field verified by the contractor. Z • R5t5 G L._ A\ fIU Project BC&E No. 15138 D B C THE ARRABELLE AT VAIL SQUARE Date FEB 8, 2016 i , ELLC 2016 Waterproofing Repair Project Scale NO SCALE z 1520 West Canal Court, Suite 240 Sheet Title Sheet No. 0 1 For Permit 2/22/16 Littleton, Colorado 80120 First Level Floor Planr NO. ISSUE/REVISION DESCRIPTION DATE 303.350.1000 tel 303.350.1004 fax A1 . 0 1 O LL