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HomeMy WebLinkAboutVail Village Streetscape Wall Street Restrooms.PDF '' . \/ _— ' `r f STA�ND�4RD �hBBREVI�.TIONS DR�4WING INDEX ISSUE RECORD DRB TO�( DRB BIJILDIN6 RE1l1510N5 2/6/04 . A F F ABOVE FINISHED FLDOR A F G ABOVE FINISHED GRADE SF$ET � DESGRIPTION BY 155UANGE ISSUI�NGE PERMIT APR, 2 acous AGOUSTIGAL .1T ,101NT JAN, Ib 04 FEB, b 04 APR, I Z004 2004 PERMIT 5ET ADJ ADJUSTABLE l-AM LAMINATE 4/I/04 ANGH ANGFfOR LAV LAVATORY ' APPROX APPROXIMATELY LIN L.INEN Ak71 Gp�/FR SHEET /l4REA PI.AN FPA � � � � ARGH ARGHITEGTURAI. LOG LOGATION(5) REVISIONS ATfEN ATTENUATION LT L.IGHT AWN AWNING LTYVT LIGHTVVEI6HT A201 FLOOR PL/tN 4 DETAIL5 FPf�t � � � � 4/7/O BDRM BEDROOM M H MAKFfOLE BD BOARD MO MA50NRY OPENING ,4301 BUILDIN6 d INTERIOR �L�/. 3 DOOR TYPES FP,4 • • � BLDG BUILDING MAGH MAGHINE BL.K BLAGK M MASTER , BLR BOILER MAX MAXIMUM A401 g�ILDINb SEGTIONS FPf� • • • • BM BEAM MEGH MEGHANIGAL BOT BOTTOM MTL. METAL G B GATGH BA51N MFGR MANUFAGIURFR GG GORNER 6UARD MIN MINIMUM G J GONTROL JOINT M W MIGROWAVE c,? � � ��e� SEI-I � � G M.0 GONGRETE MA50NRY UNIT MTD MOUNTED G O GLEAN OUT N I G NOT IN GONTRAGT G T GERAMIG TILE NEG'Y NEGE55ARY 52 2 pp�►�ATION PLAN SEH � � GAB GRBINET (N) NEW GEM GEMENT NOM NOMINAL S2 3 GOHTROL JOINT PLAN 5EH � � ������j�,^�`,;`; �� GER GERftMIG OG ON GENTER v '��i��`����}� `i G IP GAST IN PLAGE O D OUT5IDE DIAMETER GLG GEILING 5 .4 �2pOP SLAB PLAN SEH � � `�� yj ,���;�;� ,�� ''� OPG OPENING � ` ''f GLOS GLOSET PT PAINT • • `"� �`` �'`�'���'F`l` GLR GLEARANGE PARTN PARTITION y�qLL 5L-GTIONS � � � '� �� ' GOL GOLUMhI PH PFfONE S2 5 SEFI � �,����%`��X \��f},���Y GON GONGRETE PL PLATE • • � .�� �, ..��, �,: , �;����! � `< Y.,�x>C�X\�- GONT GON7INUOU5 PLAS PLASTER � ,,`��^� • �' ��� , �\ GONST GONSTRUGTION PLNK PLANK r'-�'Z•6 WALL SEGTIONS x .'� x '�� ;!�: � 5 /.�� k` X �� ��.%'�/\;y , �,% '`y1.,f�/`� GPT GARPET PLWD PLYWOOD ,���� �i� �C,.� �•� � �',�. < �.-�� �� D DRYER PORG PORGELAIN . .�;: .� 1`h,, ��,1'�'�� �,�>;,�'�,�{�,,,`•,��Y`.,' S27 WALL SE�GTION54 DETAILS 9EH • • ,�� � � � �� ���r�f f � � , / � � � �� D W DISHWASHER Q T QUARRY TILE � ,� `(l � C`�C }., �,� , K��;�i� > . �` DBL DOUBLE R RISERS ,�E.`�y'��C�� ; ,��' � f�� k. ,, � '�`�`��%�:%<' RD ROOF DRAIN 52 8 SEH • • � y � � ,� v�,�,�! � ��Y � �� ���{� l � n � �= DET DETAIL BUILDIN6 SEGTIONS • �C � �,� x � `� �, ,��C C, � fk. 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'. � i �i i\ \ //` f�\ �f� \.` \ ��r`, /. � �� / � '�f /� / �� �• � r�: '��`/i�� �i� �i�� \�/ / .r �/i\j' f .!/ `�� �\�1 1 J�i� ./ r J /� f,� / Y �f % / / /� i•�/� �� / %�1/ �� i t l i// / i � / �� `% � l � i / �� ,y � /J, /` ,��� / �� ,/�'!/^ ! �� i 1� � r /. \ .� � / �f, /�'\ ��t � ,P � i ,` � ., ._ ,' ,r' ,,�'; f� .. � � `, �,,, \ .f �` ��: `� - . .�� � , . ,, ,, f ti f. � ` �'�� �. . . � � �`�. `�f\� .\ ! i 4 t ♦ � � �, �. /� � \ `.-.. `� ' r' ;�f � � � r/` '� /\����f � f '�i ./ I 5 " � i /` � ; �i / �f �% %� .�/�` � ,�� �/,� ; � -s f ./ ../f` �, � � � i \� i ; � �,` '�; \,' ' � ,� '��, � ��� '�� � � � �%''��•�,�'�',!�• ,�\��.,\ �f � � � ti�'�. .\�'� � �, �. � .�, ��\ �. ,� ��` ��\, � �% � t/��'.\����,\\ i�,'\�r��i `✓ �i i � /♦ / . . /f � ♦ r i , � \ , f ♦ �\ � � � \ � �'�,� �\ � \ `±L' ��',���\ �. �� ♦ � \, �,. `. ,\ � \ � �� �� ,�� .j\, �7 / \ ♦!\� � �, \ '��/ /\� �.��. \� � .. �,*� � '� / ,T� 'i�. � �� , � '� ; : ` �\ \ � � ! i r � /, �- '�., i;��' .; i�� .�% i/ / l .� j� i i / i i '/,. �//��`/ .i /:i ,�`i,' i \'v /� �. i, , �/� �, /%` r ` .i , �-z..���,� _ � ,, .;� ,, , , .� �,,, .,,> >� , �'���%� �\ , �� .� �, ,; . � \ ;, . , , . �jj f. , ,� ;>' , %'i,�f,�, � , ,,� �:�,.r� �UILDING "A`� i r � ' � �.\ .�/� 'i /' i'! ;i '/. / /'��/ ��// i �'`l i f! � ` � /� '�' � r / �% / /:- , ' 4 F � �/'�� /\i .i /\F / ,/ \� "```'-''�` �..: l / //�' �t``%i .� /'\: ���\/i' i• � � .�---� ✓'1,' / �'�!� i \,/ �: �! \� � '' ,/ ` Cr n /•\\ '� !\ • � � , `/� �• �� j\ " f � �. /. \ \'i `a--r-' ..1._��.1'_.L.-:_��<. �.�_.�,._.._._�...-..c.. �i � y \ / \ ,/ . � �r > �,;., / J� \ �-���` �, .`i� ,��� \ ��. �. ��,`. �f�ti _ �/�`\/ �.-�-- -'�._.`� �, v \ \,\ \ , �;.`� ,.\ ,- �,, �ti`-;�,�' �.� �\�� � \''� l." =>.��'=�:���,�.�L�'`./����� 'ti� �j� ��L�--`��s �==�__�.\.`` �.�/'�,,'�/�`,.�I �` �. ���\ :,:�%f / �.. .'�r��i\\/%r�./ �1%/\/// S�G T I O i�� L_t�`<�L .� Z`r;�/F f �ll %fti1�; _ r/,r %�\ / r�/ �/r\/�/\/j�:%����i%r/ . \ � / �/`, \ `\ ``'�y�\� `�:�\�/�\ \'�'�`�\, �\,\'' ,\j\���/���'��\'�\,\r... \ '�,�/ ,i� \ /`// f/i �y�/ !��\, ',,, �./�/ f�;�f,�,�,!•r"'.. �''�f�����\ , \,� �'����f\il�\�,,,�; /,ti�i�/\f�� �/�✓'' �"'�-,:1�y`'� �\%i�\ir�.\ `���\\j"�`\%�y;.`�''r�, / � i !� _ ,�1� , , ��i •; .,,'��_ �...,_� s G�O �' � T c� I � � � � G � GT O � �� f�401 A40I 5G?�LE• I" = I'-O" SG�rLE. I/2" = I'-p" nk . � AifOCIATEf �LANNEti i LANOiCA�! ��` ,���� �0��� AlCHITECTi � nl ���.�:�.o��� 1.� Do not place bac�Cf� ll aga �nst walls r�taini�g �arth unt�l supporting slabs ar� �n place. UJalls hav�ng 22.� The Contractor shall assume full res�ons�b� l�ty for any damag� caus�d to the �x�st�ng ad�acent �arth on both s�des shall have Bac�Cf� ll placed concurrently on each s�de. bu� ld�ng and shall repa �r at�y damag�d ar�a to �ts original cond�t�on, as d�rect�d by th� �r�gineer and at the Co�tractor's �xp�nse. � 2.� Concret� : �4l I Concr�te sha l 1 con form to the Spec�f�ca t�ons for Structura 1 Concr�te for �3u i ld ing s, �4C f 3�1. 23.) ThE in forma t i on shown on these p lans concern ing t�� typ� and loca t i on of und�r round ut i I i t i es i s Typ i ca l Concr�te sha i l be ma d� w i th Ston� ,4ggrega t� and sha l l develop ���� ps� Compr�ss i v� not gua rant��d to be a ccura te or a l l inclus i ve. The Contra ctor i s res ons i b le�or makin hi s own Str�ngth in 28 days. determination as to the type and location of under round util�ti�s as ma b� n�c�ssar o avoid r411 fi��inforcing shall be �igh Str�ngth 1��formed �3ars, C�rao� ��, �Stl� �4�1�, w�th ��,��� ps� damag� ther�to. �'h� Contractor shall co�tact th� u�t� l�t not�f�cat�on ce ter of Colorado at i"�inimum `rield �oint. 1-5��-922-198� at least 2 days Cr�ot including the day f not�f�cat�on� rior to an excavat�on or ot�er ea rthwork. p y 3.� i��inforc�m�nt i=rot�ction: ' Concrete pour�d �g� inst �art� - 3" 24.> >4ny Dimension or �l�vat�on that differs from th� �rchitectural drawings sha Il b� brought to th� Concr�t� poured in forms but �xposed to wea ther or �a rth - 2" a ttent i on of the r4rchi tect/�n in��r b�f'or� roceed in . a Concret� not �xposed to ea rth or wea th�r - 1 1/2". g p g 2�.� Sections and Details are d�signat�d on Structural J�rawings, thus : �.) l�lo sp 1 i c�s of �'e inforc�m��t sha l( b� ma d� �xcept a s deta i led or a s a uthor i z�d by the Eng in��r. �ap Spl�ces, wher� p�rmitted, shall be a minimum of �4� bar diameters unless otherwise noted. LEtTERS USED U11Tl� SECTIONS �.� Deta i 1 �3ars in accorda�c� with r4Cl Deta i ling 1„�anua l and �4C1 �ui lding Cod� i�ec�uir�ments for s �aNp ��r,ail-s �� i��inforc�d Concret�. SNEET UJI-lERE I�ETAIL�p �.) �rov id� a 1 l a cc�ssor i es nec�ssa ry to support �e inf orc ing at pos i t i ons shown on the i='lans. �.� i�lac� 2 - No. � Ci �ach �ace� w�th 2 '-�" pro��ction around a Il op�n�ngs in Concr�t� UJa Ils. S.� Slabs, �3�ams, Footings and UJa lls sha ll �ot have �oints in a hor�zonta 1 plane. �4ny stop ir� Concr�te wor� must be mad� at third point of span w�th v�rt�ca 1 bul�eads and �orizonta I k�ys unl�ss otherwise t/1 shown. �41 l Construct i on Jo ints sha 11 be a s d�ta i l�d or a s a pproved by t�� Eng ine�r. /i.� . H 9.� Provide UJeld�d UJir� �abric in Slab On Czrad�. S�� �'lans fo� siz�. Q 1�.� UJ�ld�d UJir� �abric shall conform to �4St1"� �18� and shall b� la �d one full m�sh at side and end Z � pp laps and be wired tog�ther. a 11.� St��l: � _ �411 Structura l Ste�l sha ll conform to ,4571"� �43� �xc�pt I�ollow Structura 1 Sectio�s C�-ISS� sha ll conform GOD�S �ND St�4ND�4�'DS � to �4Sti"f �4���, C�rad� 8. Structural St��l shall be detailed and fabr�cat�d in accordanc� with th� 9th r4SD and L�D: International �3uilding Code C18C� 2��3 W �dition of ,41SC l�fanual of Ste�l Construction � Code of Standard �'ractice. Use standard framed �41SC, 9th �dition, 1„�anual of St�el Construction, �Sl� �+ beam conn�ctions wit� ���. " diamet�r ,�325 ��gh str�ngth 8o►ts or welded ec�u�val�nt unless oth�rwise ,4C1, 318-�2/318R-�2 8uilding Code R�c�uir�m�nts for Structural Concr�te and Comm�ntary 1� not�d. Conn�ctions made with �igh Stren th Steel �3olts sha Il conform in a 11 r�spects to th� curr�nt Sp�c i f i ca t i ons for Structura l Jo ints us it� �STM ,4325 �30 lts a s �ndorsed b the �4 f SC. �41 l UJ�ld�rs � sha 11 have ev�d�nce of pass�ng the �4UJ� Standard C�ua l�f�ca��on t�sts. �4nchor bolts s�a 11 be �4ST1"� D�SIC�N LO�DS � � �3��• i�oof D�ad Load = 1�� psf 12.� �oundat�ons : �oof Liv� Load = 1�� psf Soil S�aring Pr�ssure used in foundation design is bas�d on CTL Thompson, I�c. Job No. C�S-��9� �'o . �� • l�tter dat�d 1�ecember 23, 2��3 and l�tter dat�d 1„�arch 29, 2���. 1`laximum soi 1 bearing pressur� f or C�round now Load C g = 1 S psf �ootin gs is 5,��� psf on pro p�rl y com pact�d structural fill. Q F la -fi�: o Sn Lo d C i='f = 1� s f no oa p nc c fs - .� for Su� l ding C iass�fication Cat�gory f f 13.� Y�r i fy a 11 open i�gs through fi�oof, Sla b-on-Crtra d�, at�d UJa l ls w�th 1"lechan ica I � E lectr i ca l Contra ctors. Snow �x osur� �a ctor CC e ) = 1.� Therma 1 �actor CCt� = 1.1 1�.� Not i fy �4rchi tect imm�d i a t�ly i f cond i t i ons not cov�red by these dra w ings a re �xposed dur ing Construction. UJ�nd Load Des� n Data: ~� �3asic UJind � eeol C3-s�cond ust) = 9� m h 1�.� Notching or cutting of any structural m�mb�r is prohibit�d unlQss sp�c�f�cally d�ta � led on th� UJind fm orta c e �actor Clu,) = 1� for 8uildi p Classification Gate or II Structural Drawings. UJind �p osur� Cate or � g g y p g J 1�.� C�nt�r al �ootin s unol�r UJalls and Columns. Q 5 Seismic Data S�ismic fmportanc� �actor CI�� = 1.� �or Su� ld�ng Class�f�cat�on Gat�gory f f 1�.> >411 �ou�dations shall b� carried to a mit�imum frost d�pth of �S" below grade or as shown. S�ismic Us� C-�roup 1 : 1"�app�d Spectra l i��spons� �4ccelerations 18.� �ooks for Reinforcement shall b� stan ard hooks un �ss s oun oth�rwis�. gg - �.3�g s� _ �.�Sg na� 4.0�.04 19.� �or�zonta I UJa ll and Foundat�on fi��inforcing sha ll be made continuous at a 1l corn�rs or corn�r bars Sit� Class 1� n�� sy nws prov i ded. Spectra 1 �'�s onse Co�f f i c i ents , R��a �► nc�B sDS = �3�'J' �Jg Job Na 22019 2�.� r4ll ,4nchor �3olts for Golumn base plat�s shall b� plac�d wit� s�tti�g t�mp lates. �411 anchors and SD1 = �.128g F�e R�o�.aWg emb�dmer�ts for other trad�s shall b� installed per s�tting diagrams ancl 1„�anufacturer's instructior�s. S�ismic Desi t� Cat� or C : s�ie ,�r4 �3asic S�ismi c-�orce�esisting S st�m y 21.� open�ngs, pock�ts, etc. larger than six inch�s sha ll not be plac�d in concrete Slal�s, UJa lls, etc. 1. Seari�g UJa Il System CD - 4.01.04 un less sp�c�f�ca 1 ly deta � led on the Structura 1 Dr�tu ings. �'h� �n ineer sha I l be not i f i ed when dra w in s C. Ordina r r�inforc�d concret� sh�a r wa l Is by oth�rs �nd�cat� op�n�ngs of a larg�r size. Size and loc�tio� of all o enin s shall b� coordina�d i��s onse 1"todyfication �actors CR� = ��� p J p 2 R��a� with the r�c�u�sting trad� prior to casting concr�te and/or Fabr�cat�ng ste�l. Simpli�'ied �4nalysis Procedure f'or D�sign of Seismic Buildings 5 e�georaars - aa�.o� e-A°° Re�� O,`lG' S' •9� 30�04� ' . ; ' Sheet . ; -o . �o.. � ,9 a�, � � � ��SS��NALEN�� , , . � ,, � � nk 28'-1� 1/2 " -��_��� ���_��� � � � II I_ II I_ I I I_ I I I II �_ II I II Af50CIATES , 5 -� 1/2 2 9 � � V� 2 9 4 -� 1/� 2 9 � -1 1/2 �LANNEl: i LANOiCA�E ARCHITlCTi � ��-2 ii ���.�l�.0111 � � ii i �i ( 8 �O -� � � � ,_ 2� 2.5 � g �loor Dra in a � � T.O.�.�. _ ��.�9 _� p N LL _ r- ————————— — — —————————————— — ————————— — —— —————————————� � � � � � � � Q � r---- --- - i - -------- ---- --- � ----- -- - ------ --, i _� � ��-o�� o � _ � m 2.� c�Typ.� UJa t�r � � x �'-1�" � � 2'-�" UJa l 1 N � �-- fi=ump � � I I Footing - CSimilar) �asl�t � � � � � � � .—._ = r- � � —I-- � � ---- � SLO�� SLO�� I I c� �--1 � —� � � I I � " 2 �_g�� x 2 �_9�� Q � 2�_g�� X 2 �_g�� � `4 `' x 1�_��� Column x 1�_��� Column � �� � � �oot�ng St�p �� I , Foot in ( S I � �1 Z . �eight = 3 � 1/� � � x -� -1�" 3�� �ooting � �loor Dra in g I I = ..; Q � I � � T.O.��. I= �9.�� ( � 2.5 � p [� i-- --� �-- ---� � i--- —i I �— c N 1.�. � � I � � � I � --- — ----.� A � �, �-, � T.O�.�. �9.1� � ( _ \ r-� � ❑ I c'p � � \� F-� � N � Top of Slab I I � I � � � � �a � � I � � �----------- — \ �� � � �-- -- �-�- ---� � � � \ �, '� '��� � —� _J � \ p o , „ � � � T.O.�.�. �9.1� � \\ ��0 5Q� Q�� �� � � � rtop of Slab � i a.� � � �\ , I E \ _ M"� �" Concrete Slab-On-C�rad� with �� � � _ Q �� � �x� -UJ2.1xUJ2.i UJUJ� c�nt�r�d in Slab � � rn � N S I = SLOfi� SLOP� SLOF'� SLOP� `\ \� ?$ � cp � Q I � 'I \� �� � � � � � 5 1 -� UJa l l 7.0.�.�. �9.1� �� � � � � I �ooting u1 �loor Dra in �loor Dra in - � � � O t.0�.�. _ �9.��1 T.O.�.�. _ �9.�� IL Top of Slab �� � cn I O � � �-- -- -- --- — ------- -- � ------------ — -- -------- zj 2 �_�,�� x 2�_��� � .� � � �� � � x 1'-�" Column \\ � \ � , �oot ing �� �� V1 I SLOi�� � � W _ � .� 5 2'_�" UJall �ootin � �— ---1 � � � � Q � � S � I � \ \ *1/S" _ I L P� SLoP� � � � ,�- � �t- 5 �4 0 2.6 5 � 1�" � � � � \ \ _' � O � I N I � � u-- D I � I � 2.9 ( �— � \ \ �_ R SLOi�� �---------------------------------------------------------- � --------- ---- -------------------------------------------i � ------------ ------------------------------------� ------------------------------- --i --------------------------------- �---- i �---------- ----------------------- - i i CO�U111�1 �OOt I�1 � ' � � �loor Dra in g � , , � � ' T.O.�.�. _ �9.�8 , � ------------ --------------------------------- I �x�sting uJa 1I CTyp-� ; ; ; , . _� i � �� 4.OL04 —� Drawa By DWS 9'-9 �I/S" 2'-�" *11'-� 3/8" Rev�e�v�a br 220 9 Job Na 5 File Rl�ttn�.aws * 2 3 -S 1/�" �k 2 3 -� 1/4" �le Aa Sh�mn �OI 11. I1'"1�"� �01� I �� ll � I CD • 4.01.04 t�.Fl�lJ..� I�l f-41�l Revisiona Sca le 1/2" = 1' S c�e oniar s • 4a�oa Notes: 1. �loor slab shall b� �" i��inforced Concr�t� on natural soils or compacted Structural �ill. o?P As� �. ' Top of Slab �levation noted on plans thus: �9.1�. 2. Slop� top of �inish�d �loor 1/S in./ft. max, to �loor Dra ins. Coordinate slo ed floor ar�as � ; ��� Sh� with �4rchitectura l drawin s. i�einforc�ment to follow slo e and rema in cen�red �n Slab. � 30004 ,; p 90,�.`�1 p ,,��,�� 3. S�e Sh��ts 52.�, 52.� an 52.�1 for �oot in �leva t i ons. � l_ q I � �. Coor d ina te �loor 1�ra in construct i on w i t h�ec han�ca l dra w�n s. s S��NALE N� g �. T.O.�.�. = top of �inish�d Floor. � � �. � _ �ield Verify 1�im�nsior�s � � nk � � �_2�� �'-3 V� " �'-3 1/� " � �_2 �� ASSOCIATES � �tANNEt: i LANpiCA1E ARCNITlCT= ���.�l�.111� � � _ O �nin for UJat�r � _ � p g i�ump �3a s in +6� p _ 0 N LL �— ——— ————————— —————�——————————— ————— — —— ———— ————————————— ———� � � � (— —— ——— —— —�——————————————— ————— —— — ————— ——————————— ( I � � � , I i � � � I � � � � � � 2'-�" l,Ua 1 I I Z —�---_ ------ — � � �ooting � � � � � � � � � — � _ � I I � � .� � � a � �, Isolation Joint I ( � � -.� � � �� a round co lumn I I - � � CT � �ocations� I I � p � I Column C7'yp.� `S'�bJ � yp� I I - 0 E—'+ I � -- --� �-- — � ^-- --� I �_ N � ,d � I � I � i � � ----- — ----.� � � I I I I �� a a Z i i , i i i , i � � I L_____ I I � I ------ -- — � � � �-- --� •� �-- - � --- --� � � �� i , ,� 1 �� �� I1-+ I ��t, �,��Q' � � I � � � I �oot�ng ��yp.� �� �� r..� ° I �loor Dra in CTyp.� � � � -" r� � Shrinkage Joint � � Q � �--� � � CTyp.� �� �� \ �a� _ � � � �� �� � � i O � � ,� - o�,• m ►�4 � 1'-�" UJa l l � o �4 I �oot in \� �� -� � g � � � � �� O L----------- --- - -- ------ ---------------- --------- ` p� ~ � '' � �� C� . j , ,`� �s ``�'' � � V� 1 i � �a� __ '�J �� �� W � � i i ` i --� �� �� �4 � � � i i i � � � _ � Q � o � _� o Q � � ,_ �� � � �� ^ � 2 � l,Ua 1 l � � �� � � � �ooting �— --� � � �----------�------------------- --------------------------------------- -- ------- ---------------------- --------------------------------------------�--- � � -------------------------' _ ----� -------------------------------� i � ------------------------------------------ — ------------------------ -----------------------------------i ------------------ ---------------------- � i -- �--------- , � i � --------------------------------� � � � � -------------------- , � i i i �xisting UJa il CTyp.� � � , �- � � �� �� 4.OL04 nraWn s� sws Reviewed by �'B Job Na 22019 � File RIt_cntrl 9at dwB 9'-� �/8 " 1�'-1� 3/� " �a ��G Scale AA Shn�vn `�, "„�S� S `, C� P � i C01�1��0� J 0�I�i I ���� ' �: CD • 4.01.04 , , 30�J04 : . . sca le 1/2" = 1' �����•y 1� ���� , R��o� � t'"�� a Change Order S 4.1b.04 ��S��NAI.ENG � Nc>t�S: --� 1. Isolation Join�s shall b� constructed usi�g 1/�" �ib�rboard for full slab d�pth. 2. Shr inka ge Jo nts ma y b� sa wn or too led to a d�pth of 1/�" s la b th�c��ss. �'la c� sh�0` at maximum spac�ng of 1�'-�". Construct �oi�ts within 2� hours of pour. 3. Provid� �x�ans�on Joint 1'laterial b�tw��n �xterior UJalls and Slab. �xpans�o� ° Joint 1^'�aterial sha ll b� full Slab d�pth. • , l , � . nk � QASSOCIATEf � 28�_�'J��4 �� ��ANNERi i �S�-���• LANOiCA�E AlCHITECTi (� �1�.�lt.�1�1 � ii � ii u � n � N 3 � x 18 -2 - 52 S a. � � = 2� -Q� � �� #5 x 21'-� �� � �� � Cut S�t - 31 S a. � � " = i�'-��� 2 �_2,,.� �� �i Spa. � � O 2�_3�� � �� _ 3�_��� � � 2.5 p 2.5 f�, � U, 2. � c6 � '4 1'-10" �, �I � J � X � x `�-, I cfJ 1.1.1 � cfJ " � ,. � rT 1 U � ( w - � x ��'-��� � `� � ���°��'4��� I �' � � ' I � #�, x �.' ��� � a� I \\ ��,� ,�� ( � �a ch C-cua rolra i l Post � Q5 CS�e �4rchitectura l �la�s � „� � for C-cua rdra i 1 loca t i on �,d'� � and ost s acin � '— Q' �� � Roof 1�ra in CTyp.� p p J � ? � � � � � a ' ° ' ° r� _ i 2.6 � 2.5 � �i I 2.�0 � I C �, / � 1.U12x22 Su ort �eam � �/ a� � � pp � , � ►� I � r � � =1_________________________________=________________________=_______________________________________________ _ ____________�__� ----� 0 --- -------------------------- - ------------� __� . �_ � � � T — � j •� -� �i T� D� � V 1 � I � \ �4 m � Q5 '�1 C Cont.� � �a� y��� c:, � � I �b �,�� � ~ I �+ � . I � x 21'-��� ` �,� � I � � I � I � I � � j � � I � � � I � �_ �� � � x � '-��� � � � O � � v i #5 x �� � [•-� �—— �5 x 19'-�" � � ------------------------- ----------------------- � � 2, * 1��/a. �� /.T.� � � c-� - p( .� ' - #5 x 21'-� " � ���°� � Q -1--- ------- -- ------------------------------------- ------------------------------ � ' �- cA � N 2.�0 - ---- �----- -- ------------------------------,------ ----------------- -------------- � -' �-[) � �� p 2.9 i � m R � � --� ----------------------- , � ----------------- L I — ----------- - - ------ � I -------------- ------- --------------------- ------------------------------------- ------------------------------- �---------------------- � I ------------ �-------------------------------------- i ` �✓ X 2 '-Zii i i � 5 i � � � � CCont.� � , ------------ ---------------------------------------� � � � � � , , , ► � ' l,Ul�x22 Support �eam � na� a.o�.oa nraan s�, nws Raviewed by �B Job Na Z2019 * 2�'�_3�/� i i' * 2 2 �-� ��S�� Fila RR�'oof.dwg SC810 Aa Sh�nvn �OO� ���� ���� CD • 4.01.04 Sca 1 e i/2 " = 1� Revieions * �ield Y�ri fy I�imens ions Pp,p _REG� s Ch8n8e Order S - 4.16.04 O. AS� �• , ' 3 004 ��; ; , -o�o.,,l���O /\��. � 7 y �� � �S �ONAL�N� Shoet NOt�°.S: 1. top of fi�oof Slab �l�vation noted thus: �i�f.9 ; � �� C�� • n k , . „ � � � � � � 5 I � � � � , C�uardra i I CSee , C�uardra i 1 CSee ! ! �4rchit�ctura l i�lans� � � AfSOCiATEf ,�rchitectura l �'lans� �LANNE!= i I I � � LANDiCA�E Concrete fi�av�rs CSee i i Concr�t� Pav�rs Csee � � o f ���� ����� �4rchit�ctura 1 F'lans� i i fi�oof Slab i� o Slab Concret� Pavers CS�e i i �'�inforcin Ct ) �rchit�ctura 1 �='lans� i � �rchitectura 1 fi�lans� J yp• i i i�einforcing CTyp.� Q „ Sand w/ ���t Tubing i � Sand w/ I-Eeat Tubing i � Sa�d w/ +�eat Tub�ng i�oof Slab CS�� 1`1�chan�ca i�lans� � '' �; � CS�� i`�echan�ca 1 i�lans� � '' �� � fiz�inforcin CT .� , ! #� x ,�,���a,' � C-cuardra i 1 �osts i #� x ,,� . � CSee i�'f�chanica l �lan�� g yl� • �lev. �5.�� -= i � �lev. �f 5.�� -' , , ,�/��a"' C-�ua rdra i I i�osts � U Q5 ! ',� - --,. v 5 - '. � ,-��-..` � �I�Y. �8.�� _' , , �. � � � ,�, � U 5 _ �, �`�. - �.. � - � Gonstruction Joint � f� � J � c� � �,��, �.l �. c� � " — - - - — - - - I c�1 �_ �,���" i , �, � c�l \ �. � c{1 ``���,-``� }�� c� ' � � � �ti`�, • ��^-—` N i �� CCOnt.� _ � � � N ��_ _�`��,� � i i .�'�.,; #� CCOnt.) _ � ; � � _ ���'�.� �. �_ `��� _ �.�`�.� _ _� I I.� . � � � � � � _ �._ I I�� �I � � � � _ � , • � a . ° , � � � � 1 , Construction Joi� � � � � � ��� ,A Construction Join � Q- � - � � � n. . 0 � ! � .� 0 _�_ � ��.,��I � `4 p � ` ' � � � c� � -- cA `�" '�, 7 = � . � ; 3 -(o u � � � _ ` �6 � __ `�1�=� � � � �-- -�-- �1 � � ,--� � , # � � � � � � , 5 � � � #� X � a � �� -� �: � C \ # � , a Cont.� -� � � CCo � � ��-- �.,�� X nt.� -� � X ,.�. � _ �_.. `,.\ 1 _ X I`_" I c� •.41.0 ----------' ``�� �41�t --------- � `�' - - F- , _, , , �41U , ` � ------- --t-- � ------- --�-- < F �,`�`� `! Ston� Vene�r CS�e =-___==--=1-- • l tr �, �inis� Ceilin � ��� �.,� � �� '�- � � � �-- �� �` � �4rchit�ctura I fi�lans� �..M . g f--- ' � � � �inish Ceiling r__ � � �.� �� �inish C�iling i � �: � ! 1"�at CS�� � g i � , �� `� fi�igid fnsulation 1"�at CSee i �``�„ ��g�d Insulat�on � r4rchit�ctura I � `� �� �d Insulat�on Mat Cse� � �� � � � CS�� 1`�echanica 1 �lans� �rchit�ctura I ' �y , �. '��.,� CS�� 1`��chanica 1 fi�lans> >4rchitectura 1 � o� . (S�e 1�f�chanica l i�lans� r.,� � 5 �lans� ,� � i�lans� � '' � ��,,�`�,i � ,� i�lans� � � � , �� �..� � . � � �� 5 �— � �. � 3 -6 �.- - � , 7 I ( �I 3 6 I '�I = � �,, � i � I `+ �'-_ � � �' \ �� #� x � � � 1I � �.� r� ., ;�� �� x � /q� /II �� �� 1 � �G/ # �;, � t— � �� m # -' f— � �'.�,� ``� F- � �,� � � X � � � X c�, a� i � I ,..,._ each s�d� of � � � ` `�� each sid� of � F� � ��� � ' ` �i A C�uardra i 1 i�ost � � �`� C�uardra i I Post �� � `�.�`� �µ �� �-- . �.,�� �--- , ,�� �i n i sh�d C�ra d� �~- . �� �--r CTota l 2 per � �. ,� j �� ,,� Ctota 1 2 er p � � �; °�, i �lev. �a r i�s ,� :� G � ,� a ���o post� i_ � � `� ��, � #� CCont.� a � � \� post� r_� � � �.,�'t� � \� � � � �' #� CCo�t.� a �" � , ` ' � c�l � � `n � � ;� 0 '� `__ ,`�\ � � , � , ,� . U cn �LL_ � �, m �_ � , i � `�, �, -� i ' ' r � `•' •� U i ' `` � � v � � ' � \ ! N � �� � � � , ` r �y - f-. . �1 N � �'� '`y # I__ • ``�,�� �,f� / � �- (� ' , �� ''� �---� �� -- _ � # r,_, � #. � �— � ��____I + _ �- �� _ , �� � � - � � �'`te��.._._� l ! r✓'X�'JX��2 ii GO#'lt. � � � _ � � I � � �J � �,, ' ,� � � � c� �� CCont-� a � �� � ��� ` � �. j���- Sta inless _ � � � !� . � ' ,°�� 0 � � r �__ � �� .�`�,,� `- � i � � �, `�� St�el �4ng l� � �- , � � ,� � � Ston� 1��n��r CS�� � , � , . , ��.,, , _ � , ; � ;f = _, _ � � �.,� ,4rchit�ctural fi-'lans�- � / , � '� i �� �1 ~ : , iµ � �g � �i � � � i � � �� .i m '� c� r-- ` cr�" V �' !� � �� � �' m �� � s - - - � `" m i--- � � �� -' .. . �, �� r- �``�,i L i�� . - � � �� �- , �, �! �, � 2 �xp. Jt. � . " f� 5 �- �2 �x Jt. � ��� � /s-� � � �, Ston� 1�eneer CS�e � ,� � �8"� �i lti Sta inl�ss " � � I�• � � �� , , �� � 1"iat I. CCont.� , � �� _ � , , �, `� � , �,., i �4rchitectura I Plans� � o �- , St�el f�wik �olt II or � � 1"�at l. CCo�t.) � . � *�� � o ►�� � '�5 � -' �i4 � al�l�roved �c�uival�nt _� �- � .�,, \ , � � ` ' v CT � �. a 1'-� " O.C. S acin U �- a .� t.� U O � Concr�t� �loor r � ' ' ' � � Concret� Floor yp ��� i- p g � ^ Concre � F ' � � � Slab on C�rad� �__° . r � �''`� �inish�d C�rad� � � Slab on C�rade �� �-- � , � ' � „ -� � t loor r �. , , '�� ,� 3 � � � � �a Sta inl�ss Steel -� Slab on Cxrade � �1 , Finish�d C�rade ..,.� F_ . . � i �le�. �ar��s � ca = �lev. �9.1� _ ' � �_ �� � _ � , i � _ �i p 0 a � � �� � ' C�uss�t � � 1 � p � �I�v. �9.1� �l�v. �9.1� � c� � @ � S l o � d,� ' `�� v , � x N 1 -� �� �� ' o.C. Spa c ing U � �� ` , � v e � �� . � r �i ��8"/ft. max. , �`�y � N ��� ! N � , `' N � _ , � �t ��m-�L � � ��P�-�z � �`` � �d- ��PJ-�z � � ,��,.� r, / ,� # = M �- A � 4� � Concr�t� �loor # _ °� : � .� � i �,' # �i , ' x b- X �t � ,,'f,� �/�,� '` X ----� ---- �, � -- - � - Sla b on C�ra d� - --- ---- -- ___ � �"°""_�_ � ``�� 1 �� ._._...� ,i____.. � I--� � �� . ��--4��-�. �x5x�2 Cont. � � ,_ �_._�_ � �l�v. ��i.l� #4 }_�_ ��.�...... 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W • ,- _ - `� • , .°' � _ � _ � <t �� � � , ` ( � , � J � , � `� .� �-� I �� . � . . �� �lt°1/. �08.�� � ' � �` � �' ---� - . � � s.,, 4` �+ 3-��o CCO�t.� ��� ���� ��� 2�_�,� �� 4.OL04 Drawn By DWS Reviewed by DC�B ' S /� Job Na 22019 ,`i� ��� 52.2 52.�4 '�'JCc'1 �E ��� - �� R R File RR sects4.dwB $�g]e AA SHA�n � cD • 4.oi.o4 Rev�sione Change Ordar S • 4.16.04 ��� REG� T AS ,, � .� �, Sheet ! ' 30�04 ; Q ' ' 5 s�o�,��9/0���,�,� �SS/ONA�ENG\ . � , � / - UNIT HEATER SCHEDULE ISSUE RECORD MECHANICAL SPECIFICATIONS: MECHANICAL LEGEND NOTE• ALL SYMBOLS SHOWN ON LEGEND ARE NOT NECE55ARILY USm. 03-31-04 PERMIT MANUFACTURER * n� ABOVE FlNISHm FLOOR —{1C�- FLEXIBLE CONNECTOR � MARK TYPE CFM HP/WATT V�� REMARKS 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION 2. MATERIAL SHALL MEET ALL REQUIREMENTS OF NFPA-90 S O4-14-04 REV 1 & M 0 D EL N 0. AFG ABOVE FlNISHm GRADE SAFE7Y REl1EF VALVE 1 DOCUMENT SPECIFICATION BOOK (PROJECT MANUAL). �— 3. INSTALL WITH ADHESIVE AND PINS IN ACCORDANCE WITH SMACNA eFC BELOW FlNISHED GRADE � ,vR v�nrr � „ „ CFM CUBIC FEET PER MINUTE � PRESSURE - TEMP TAP UH-1 ELECTRIC 150 3.00OW 208/1 BERKO QFF-4004 W/ BUILT IN THERMOSTAT 2• DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO HVAC DUCT CONSTRUCTION STANDARDS . a.c CEILING o PRESSURE GAUGE W/ PIG TPJL dt COCK RECESSED CEILING COMMENCEMENT OF WORK. REFER TO ARCHITECTURAL DRAWINGS FOR ALL CONN CONNECT �'� DIMENSIONS. C. DUCTWORK GALVANIZED SHEET STEEL, LOCK FORMING QUALITY, coTC CLEAN OUT TO GR4DE p-� THERMOMEfER CONSTRUCTED TO THE LATEST EDI110N OF SMACNA "HVAC DUCT DN DOWN Q THERMOSTAT 3 OFFSET PIPING, DUCTWORK, ETC. AS NECESSARY TO ACCOMMODATE CONSTRUCTION STANDARDS'�; +/- 1" W C. PRESSURE CLASSIFICATION, �� ���N� � HUMIDISTAT STRUCTURE, BEAMS, COLUMNS, AND EXISTING EQUIPMENT. SEAL CLASS "C"; WITH GALVANIZED STEEL FASTENERS, ANCHORS, ANGLE� �T ENTERING AIR TEMPERATURE �, HORIZONTAL CLE4NOUT STRAPS, ETC. °�H °��u� ^� v�ncni. c�ar�our EWT ENTERING WATER TEI�PERATURE —`�+' 4. PROVIDE RECORD DRAWINGS TO ARCHITECT. DRAWINGS SHALL Fao FURNISHm BY OWNER � FLOOR DRAIN INCLUDE ALL ADDENDUM ITEMS, CHANGE ORDERS, ALTERATIONS, D SEAL ALL SEAMS (LONGITUDINAL AND TRANSVERSE) AIRTIGHT WITH �nT LEAVING AIR TF�IPERATURE � FLOOR SINK REROUTINGS, ETC. UNITED MCGILL "UNI–GRIP" UL LISTED, WATER BASED, NON–HARDENING, �wr LEAVING WATER TEMPERATURE �o� ROOF DRAIN * Q-MARK ELASTIC SEALANT OR EQUIVALENT. Nic NOT IN CONTRACT -- , 5 ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND oeo OPPOSED BLADE VOLUME DAMPER eF/s FlRE/SMOKE DAMPER INSTALLED AS PER MANUFACTURER'S SPECIFICATIONS AND 11 PROVIDE 1/4" GALVANIZED MESH SCREEN ON ALL COMBUSTION AIR osn OUTSIDE AIR � FlRE DAMPER GRILLE REGISTER DIFFUSER & LOUVER SCHEDULE RECOMMENDATIONS DUCTS OR OPENINGS, AND ALL OPEN AND RETURN AND EXHAUST DUCTS. � ��� �o� IXHAUST FAN ON ROOF W/ DUCT THRU ROOF � f 7 UNO UNLESS NOTED OTHERWISE F� FlRE ALARM —HWS— HFATING WATER SUPPLY 57RAINER W/ BLOW-OFF VALVE * 6. SUBMIT EN71RE HVAC AND PLUMBING AND FIRE PROTECTION SHOP 12 ALL DUCTWORK DIMENSIONS ARE OUTSIDE SHEET METAL DIMENSIONS —HwR— HEanNC wa7�t REruRN MANUFACTURER & DRAWING SUBMITTAL DATA AT ONE TIME. SUBMITTAL TO BE BOUND IN DUCT LINER HAS BEEN ACCOUNTED FOR. —cHS— cHiuF� wa�R suPP�v SYMBOL USE PATTERN ACCESSORIES FINISH REMARKS —CHR— CHILLED WATER RENRN MODEL N0. THREE–RING BINDERS, INDEXED IN A NEAT AND ORDERLY MANNER. SHOCK ABSORBER PARTIAL SUBMITTALS WILL NOT BE ACCEPTED SUBMITTALS SHALL 13. DUCTWORK NOTES: —CS— CONDENSER SUPPLY H B w H —CR — CONDENSER RENRN INCLUDE, BUT NOT BE LIMITED T0: EQUIPMENT, FIXTURES, INSULATION, HOSE BIBB / WALL HYDRANT O EXHAUST FIXED 0 B.D. STEEL TITUS 33RL - —SMS— SNOWMELT SUPPLY GRILLE PRIME TO PAINT GRILLES, LOUVERS, FANS, PIPING, VALVES, UNIT HEATERS, CONTROLS A DIFFUSER NECK SIZES IS SAME AS FLEXIBLE DUCT SIZE. —sMR— sNOwu�.T �uRN � AND WATER HEATERS —RMS— w►�uwr tiuwiFO�n suPP�v �ow swRCH 14. REFER TO PLUMBING FIXTURE CONNECTIONS SCHEDULE FOR PIPE —RMR— www�r �,uwiFO�E REruRN B EXHAUST FIXED Y4" MESH SCREEN PRIME TO PAINT LOUVERS & DAMPERS EL-48 - 7. ALL FLOOR DRAINS CONNECTED TO THE SEWER SYSTEM SHALL BE SIZES TO INDIVIDUAL PLUMBING FIXTURES. c— w+TUwu. c,as LOUVER EQUIPPED WITH TRAP PRIMERS. PROVIDE TRAP PRIMERS WITH BACKFLOW —� — ��uN PiPE � DUCT SMOKE DEfECTOR PREVENTERS AND CONNECT TO THE NEAREST COLD WATER PIPING ADJACENT 15. PROVIDE SHOCK ARRESTERS AT ALL DOMESTIC HOT AND COLD WATER — �F— ��YCO� �� � . — RS— REFltIGERANT SUCTION TO A FLUSHING FIXTURE INSTALL IN ACCORDANCE WITH MANUFACTURER S BRANCHES SERVING FIXTURES AND EQUIPMENT WITH QUICK CLOSING _ R� — R�ti�Ew�r uoui� TEMPERATURE CONTROLLER RECOMMENDA110NS VALVES. SUCH FIXTURES AND EQUIPMENT INCLUDES FLUSH VALVE WATER _Rp— R�ic�aNr ni5c�nacE � ' �� CLOSETS, DISHWASHERS, ICE MACHINES, AND CLOTHES WASHERS. SHOCK -- DOMESTIC COLD WATER � ACCESS PANEL ; 8 SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR ALL CEILING ARRESTERS SHALL BE CONSTRUCTED WITH A PISTON IN A SEALED COPPER —Ro— Rtv�RSE osMOSis wn�t � SUPPLY DUCT DOWN � PENETRATIONS AND AIR DEVICE LOCATIONS TUBE CHAMBER, AND APPROVED FOR INSTALLATION WITHIN WALLS WITHOUT ---- noMESnc HoT wn�R � RETURN/IXHAUST DUCT DOWN I ---140— DOMESTIC HOT WATER ( TEMP. SHOWN ) ACCESS PANELS. SIOUX CHIEF OR EQUIVALENT. BELLOWS TYPE NOT � TURNING VANES SHOWN IN 90� �ow. 9. COORDINATE ARCHITECTURAL, STRUCTURAL, MECHANICAL, ELECTRICAL ACCEPTABLE. ----- HOT WATER CIRCUL4TING * GRD EQUIVALENT: KRUEGER, METALLAIRE, HART & COOLEY, ANEMOSTAT AND LANDSCAPING, DRAWINGS PRIOR TO INSTALLATION. — F — FlRE LJNE sen LOUVER EQUIVALENT: PENN, DOWCO, RUSKIN —PW— PRESSURIZm WASTE i � � SIN6LE BIADE DAMPER ( S B D ), MOTORIZED —V— PLUMBING VENT PIPE DAMPER, OPPOSED BIADE DAMPER ( 0 B D ) 10. DUCTWORK: (LOW VELOCITY) —W— w,4srE aiPE S— SANITARY SEWER PIPE � AIR IXTRACTOR P LU M B I N G F IXTU RE SC H E D U LE A. FLEXIBLE CONNECTION: EQUIVALENT TO VENTFAB, FIREPROOF GLASS —sT— STOR►� �t�vN PiPE DUCT SIZES ARE OUfSIDE SHEEf MEfAL CLOTH, 1 O�� W.C. RATED —ST(0 — STORM DRIUN OVERFLOW PIPE � DII�ENSIONS. tST N0. IS SIZE OF SURFACE # SHOWN 2ND NO IS DUCT DEPTH MANUFACTURER & FAUCET TRIM SHUT OFF VALVE (BALL. GATE, BUTTERFLY c� SYM. TYPE A.D.A. ACCESSORIES FINISH REMARKS B. LINER: —�o-- GLOBE VALVE � � � CHECK VALVE S�ZE SUPPLY REGISTER MODEL NUMBER MFG. & MODEL # —�— 1. LINE ALL EXHUAST AIR DUCTS, EXHAUST AIR RISERS, AND MAKE UP —� �- �^�`� c�� AIR RISERS WITH 0.5" PCF, BLACK MATTE COATED INSULATING DUCT -�}— PLUG OR BALANCING VALVE sizE RENRN AIR OR IXHAU5T AIR REGISTER. Pl FLOOR DRAIN - - BRONZE ZURN Z-415-B - - LINER. � ciRCUrr s� vn�vE PLUG VALVE IN RISER ��t��"�.Q SUPPLY DIFFUSER; ARROWS INDICATE � SIZE DIRECTION OF THROW GATE OR GLOBE VALVE IN RISER �S� . � P2 HOSE BIBB – – ROUGH BRASS WOODFORD Z4BR – – nwuN vn�vE w/ HosE EN� a'�,,^ DOOR GRILLE SEQUENCE OF CONTROL -� � SECTION THRU SUPPLY AIR DUCT. WALL GUARD —D�'� TEMPERATURE CONTROL VALVE � PRESSURE REDUCING VALVE � SECTION THRU OUTSIDE AIR INTAKE, r n RETURN AIR OR IXHAUST DUCT. �� J P3 SEVICE SINK – 832–AA HOSE MOLDED STONE FlAT MSB-2424 FIAT 830–AA – --���— PIPE UNION � (A) SECTION CUT LEITER 889-C MOP HANGER 1. WATER HEATER (B) SHEET SHOWN ON �pQ- BACKFLOW PREVENTER lYPE AS REQUIRED SIDE OUTLET BODY, A TANK MOUNTED AQUASTAT SHALL CYCLE HEATER ELEMENT TO MAINTAIN A TANK TEMPERATURE OF 100'F(ADJ). P4 DECK DRAIN - EXTENSION AS CAST IRON ZURN Z-150 - TWO STAGE 2, UNIT HEATER O QUT AN INTEGRAL THERMOSTAT SHALL CYCLE FAN AND HEATER ELEMENT TO MAINTAIN A ROOM TEMPERATURE OF 68'F(ADJ) � FIXTURE CONNECTION SCHEDULE � � P5 LAVATORY – – – KOHLER K2209 KOHLER K13662 – 3. EXHAUST FAN O � � FAN SHALL BE INTERLOCKED WITH OCCUPANCY SENSORS (BY DIV 16) TO RUN CONTINUOUSLY WHEN EITHER RESTROMM FIXTURE HW CW WASTE VENT � ° K-4670–C SEAT KOHLER WELLCOMME FLOOR MOUNTED, IS OCCUPIED � � P6 WATER CLOSET �S SLOAN OPTIMA 111ES–S – K-4350 – FLUSH VALVE WATER CLOSET ( FLUSH VALVE ) – 1" 4„ 2° � FLUSH VALVE �- URINAL ( BLOWOUT ) – �a" 2" 1'/2" O � SLOAN ROYAL KOHLER BARDON �� P7 URINAL – – – � � � O 186-1 FLUSHOMETER K-4960T TOP SPUD URINAL WASHDOWN 1" 2" 1Yz" �� LAVATORY Yz" '/s" 1 Yz" 1 Yz" � U `�' SERVICE SINK Y2" Ys" 3" 2" J � � SIZES SHOWN ARE MINIMUM PIPE SIZES TO A SINGLE FIXTURE � Q ' � MINIMUM PIPE SIZE TO 2 OR MORE FIXTURES IS 3/4" � � ALL FIXTURES LISTED ARE NOT NECESSARILY USED ON � � THIS PROJECT. . ,� � o � U * FIXTURE EQUIVALENTS: AMERICAN STANDARD, KOHLER, CRANE, UNIVERSAL RUNDLE, � �' FIAT. STERN WILLIAMS � � DRAIN EQUIVALENTS: JOSAM, WADE, SMITH �, FAUCET EQUIVALENTS: CHICAGO FAUCET, SPEAKMAN. KOHLER, DELTA, AMERICAN STANDARD � c , _ � � WATER HEATER SCHEDULE � � WATER INPUT ; -� STOR. CAP. RECOVERY MANUFACTURER & * � Q MARK TYPE GALLONS G.P.H. EM�:Fj IS MBH KW MODEL NUMBER REMARKS � s WH-1 POINT 6 15 70 – 2.5 RHEEM–RUUD EGSP6 W/ WALL MOUNT KIT ' o OF USE iJ � CO � i � � n o * STATE, OR A.0 SMITH EQUIVALENT � \`� �uui ntn, ` _ ''%�,, � �o �0 �iE, u�,., , w EXHAUST FAN SCHEDULE � •Q � �� ` � - � �'=���� � MARK NpE FAN A T. MOVOLTAGE MANUFACTURER & ACCESSORIES REMARKS , � 2 $ a � S P.� SL S.P.� L . � _ ;o�� � �, :,���;� ?,� v ���� `` CFM HP/WATT MODEL N0. ,/'//�/� „ ,ee„; . ,,, IN W.C. IN W.C. � PHASE �� �, DISCONNECT, m EF-1 IN-LINE 300 0 30 0.25 132W 120/1 PENN Z8H-TDA VIBRATION HANGERS, - � BACK DRAFT DAMPER /���'"��r+r�iriii u�"''�,� I � FRITZLEN _ � � , PIERCE � * ILG, GREENHECK, COOK. ACME EQUIVALENT � , � � ti a.> � r� , � � � > D � N O CJ �p - � r�,� , � .� ARCHITE T � � u, 1650 E Vail Valley Dr. Fallridge C-1 � � a� Vad,CO 81657 vailarc itects.wm ', � fax(970)476-4901 (970)476-6342 �� > O �- O ', O N CJ � - �; - - - - - B EAUDIN � GANZE � . o � Consulting Engineers, Inc. M 1 O O yc, Lake 1'ahoa (530)550-733a VaiL 970 949-6108 COPYRIGHT 2004 Q wwW bece com �66202 Denver (303)27&3820 1 ' ISSUE RECORD .' 03-31-04 PERMIT Q 04-14-04 REV 1 \ ��' .�'� � � \ I r� �`---------�`��_��� � ,, ,�'`��\ �� � —� , ` `� �-----_ ��� / I � i f � � I � ; � _�-�. �� , , �-- .``�— f 4� � J --- / ' �,� / I ) _,--' ----� -___----" ��� � \� , I � � E,4T RE �. r r` �� �' %�� \ I '�. � �;.�"""� � I r-'��� ;� `\ 1\ '�""`__/ , � �, _ -- , �1'—' �\ 4"W TO MAIN. SEE CIVIL DRAWINGS 1_ \ �� �\\ , � FOR CONTINUATION. I �� ,---�-�'-"'-��` �/ r- SEE DRAWING 1, SHEET M300 FOR ----"`>> ���� WASTE AND VENT ISOMETRIC � j'� � �'`, J �-----`� ��\ /`'� ;--`_"`�_._-�`` v J � �\ �J ' _�—j`—�\/ � 1 '�� 3"ST UP TO TYPE P4 DRAIN, TYP OF 6. � � � C.O.T G. TRANSTION TO FAN INLET AS REQUIRED. � , � � � vvor��r��s uH-i � 4" THRU WALL AND UP IN (� I 1 � �,, �� EF-1. EXHAUST FAN � � � AR HITECTURAL ENCLOSURE / ��5 � a / � G AB VE. CONTINUE VENT � \ 1 � � �� '� � DUCT TO BE SAME SIZE AS FAN OUTLET (UNINSULATED) � � PIJP UP 7 ABOVE DECK � ��\ O � � SURFACE. }�� � �D / � 16x16 LOUVER�LENUM p �� 4" ST TO MAIN. SEE CIVIL 3" i �/ � i � � % � � � DRAWINGS FOR CONTINUAl10N. � � ST �� °- � � ST / , , �;/ � � � C.O. � _ _�, , , � a � � �� " �'4° � ° l___�� S E DRAWING 1, SHEET M300 � � 14�5%`� �� � � �� ,.��,, ,� ` �.,� -�( O } i' � ���� (` � c� - FOR WASTE AND VENT O � ISOMETRIC �(� 1 ( \� � •� � , , �/� � � 'J c�� \� � — l_1 1 1 � ❑ ❑ � < ',\`� � W U '�. \ � �' PROVIDE Yi" DUCT LINER IN ALL I � i,i � � , � � J , . � / DUCTWORK BETWEEN EXHAUST � � � 1 1���z , <�'`� .;�G s`��,:, 24x5 � ' �\; \`�\� , j ` � j GRILLES �=, .`, � \ � � i� E� � �` , ��, � , , -� SEE CIVIL DRAWINGS FOR ���� �'`-'�) j .� � �y�� ��` �� � ; � � �� CONTiNUATION. m �.� �'� N1��1'S ��� \�`�, ;� -� i-{G �` '� -°'� �� ��' �\,� �\��, � , � P2 �� � ° SEE DIAGRAM �, SHEET M300 --- - L _ '`. �' �H_j`� /� \�\ ����,, I�'� � ,' FOR WATER ENTRY r I - � P1 � I y� „�� '\,�\\'� � , m � � i �� P1 �D� � �%' "�� / �\ \ , � I I ��.� , \ � � 3" '' � � ,�� `� \�� ( 0 , T ./ ;z, � � I � I I I � ��\ S% � �' / ;� \���� ��y.'r , L ' + � _ i �, \� ,�r� � ' � � � -' -- -_._ - - - - - - - - - - - - - - - - - - � - - � � � h�J2�:�� j \\\`��� � ( > ill �OS�T / � � �, \\ -� � I � .L �_ � EL�GT�IG�L \`. �, ,\,. o '� � ��� P1 GLGS�T ,\ �, � � � I I p P3 '/ \ WA�R HEATER `•\\`\ �`�� �� 1 I � � �� �` o � I , Cd � � WH-1. WATER HEATER � � MOUNTED ON WALL ABOVE , �� SEFVICE SINK. SEE ` � DIA�RAM Q, SHEET M300. � �aa� i ni �&n� � I I :��SUI"I�1� ��4GK�11�1� Y117H EXhAUST GRILLE IN FACE OF � ���� -p� ,'��,,, •. �Q� • • ,, �,�,,� �n ( SL�� ,�T Pr��t'IC� L�V�L SOFFIT, � �. � ( ( TYP. OF 2. �`' �`.I�TINC� � •� � � , . , -; '' TR?�5+� �I�GL _ c=�,,;s� . ° I I ' 2 8 ;r�, � � W �L� _— �I %��t`��.� �� V `�`������ � � � . � j ��// s� •��s���ro�c�`�ti.,� 1 �♦ m ' �������ii�i����iii�<<,„ �, > \ . , i �� �,�i�-rir,l� � ��5����,�NT FRITZLEN � � � � . ° _ PIERCE ; , ,_ ,�, � � No�s �� 1. ALL SYSTEM COMPONENTS ROUTED IN THE - CEILING SHALL BE INSTALLED TIGHT TO STRUCTURE �' TO MAXIMIZE FINISHED CEILING HEIGHT. � r _ , � D � � , i N O ��� 1 c� ' °. MECHANICAL FLOOR PLAN � J� SCALE: 1/4•_ ,�-oN A R C H I T E C T S �. v, � a' 1650 E Vail Valley Dr. Fallridge C-1 a� � Vad,CO 81657 vailarchitects.com vr fax(970)476-4901 (970)476-6342 > � F— , O O N [O � � N ' � B EAUDIN • � GANZE / ' aConsulting Eagineers, Inc. M 2 0 V . Denver (303)278-3820 > Vail �970)949-6106 COPYRIGHT 2004 � wwr bece com 5�)�� 766202 � Q Q o ISSUE RECORD , . , , 03-31-04 PERMIT ' • 1 Yz"CW SERVICE Qj 04-14-04 REV 1 HOT WATER TO FIXTURES. � � DOMESTIC WATER SERVICE S COLD WATER SUPPLY. SHUT—OFF VALVE. DIAPHRAGM TYPE EXPANSION TANK. AMTROL ST-12. PIPE RELIEF VALVE INDIRECT TO DRAIN PAN. 1�/z"CW TO BUILDING. WATER HEATER. 4 4 �� TERMINATE 1-1/2" ABOVE DRAIN PAN M — �^ SHELF WITH SAFE PAN, DRAIN PIPE '� FROM SAFE PAN TO EXTEND & � SPILL 6" ABOVE MOP BASIN SET PRV T � 60 PSI. 3/4" DRAIN 1 Yz" WATER METER WITH REMOTE READOUT. � � DOMESTIC WATER HEATER PRESSURE REDUCING VALVE, MOP BASIN ° P I P I N G D IAG RAM WATTS 223, 1". ' NO SCALE ' FLOOR DOMESTIC WATER ENTRANCE DIAGRAM � �� NO SCALE O � P n 9 ADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE WITH ANCHOR ' FLANGE, HEAVY DUTY TOP, AND VANDAL PROOF FASTENERS, ZURN, Z-1400—HD—KBRASS CLEANOUT PLUG W/COUNTER SUNK HEAD. ADJUSTABLE CLEANOUT 16° �CONC. PAD FLOOR ZURN ZB S 400 TOP OF TROWEL SMOOTH LINE � COVER TO BE FLUSH W/ & EDGE � TOP OF FLOOR. FINISHED GRADE 4 a � o o�I o e °c G,a� oP �D�° sr� o��c�>o �Cop �o � ,h°o �o� ° ^° °D° oDp �D �oop ot,p °^[? ooC> 1/8 C.I. BEND 1/8 C.I. BEND BALANCE OF PIPING C.I. WASTE LINE. SAME AS CLEANOUT LGTH TO SUIT. TO GRADE. � ^ , V J FLOOR CLEANOUT (FCO� � PROVIDE FOLLOWING OPTIONS AS APPROPRIATE SLOPE DN � 1/4"/L F. CARPET MARKER — FOR CARPETED AREAS. �— SQUARE TOP — FOR CERAMIC TILE OR WASTE LINE O SIMILAR SQUARE PATTERN FLOOR FLASHING CLAMP — FOR ABOVE GRADE � � WATER PROOFED AREAS. 1/8 BEND IF CLEANOUT O �p � OCCURS AT END � o OF LINE. � O � CLEANOUT TO GRADE (COTG� � � � �,_, � . , ° CLEANOUT DIAGRAMS CJ� o , c� NO SCALE BO W (> c,i � � ; . , Q _ C O.T.G SEE DIAGRAM Q. GRADE � • � z � BASEMENT WALL. u i � � , � � o �� °v �/ a WALL SLEEVE; I.D. = 4" h , LARGER THAN O.D. OF PIPE. � m G Z� C o � ° ° BLDGM DRAIN.ANITARY � °- V ��, I 111 I I �, � _ , II � SEE PLAN FOR CONTINUATIOV. „ LAV �~ a � SLOPE 9/4"/L F. �, " POLYSUWFIDE CAULKING. < ° ,�� ` c ° p� \ AV �� � � � LAV , o ° � � G S � -• C' �" � � LAV � �uniiu`�r ii cr �' � `��� �3 �E =f�''%, . c~n FD 1 ��� �' •'� Ko �`b ��', w — � � ; � 4�- , , �, � � UR � = ; `.�,= ° W� ' � SAN ITARY OR STORM BLDG. _ ' sz $ :�� . `� FD ' ' °' � _ �'"� � �-° �D DRAIN THRU WALL DIAGRAM °-��•� � ,. ,��'� ��: r l '�,, c�l+••...... ti� � c C NO SCALE O �''��i�v��l�l�',.,��,\\����� °� WC j SS i — � ly 2�. WC WC ! 24 GA. GALV. ROOF ,� JACK W/ 6° FLANGE MAY EXTEND AS A F R I TZ L E N � �` FD BY M.C., SET IN WASTE OR VENT PLASTIC CEMENT , , �- C.0 BY G.C. ' � AND SCREW.LLCOVER P I E R C E ��� Q1 PIPE BY M.C. � � 24 GA GALV. � STORM COLLAR BY PLUGGED TEE WITH �,� CLEANOUT. M.C., CLAMP IN II' FLOOR DRAIN LOCATED �1 PLACE & CAULK WALL = IN RECESSED FLOOR PIT. WEATHERTIGHT. � � CAULKING BY M.C. o t o SOLDERED LAP SEAM '" �=�� WASTE & VENT ISOMETRIC 2 LAYERS OF FELT � 1 BYG.0 ARCHITECTS �� SCALE. NO SCALE z z G o � � ° � a � � � FINISHED ROOF � �� ° � °�9 ° ° � G - FELTS BY G.C. � v �c o ° ° o ° ° Q , , , � � N a _ _ _ 1/8 C.I. BEND. 1650 E.Vad Valley Dr. Fallridge C-1 i _ Vail,CO 81657 vadarchitects com U, F � SAMENAS CLEANO T fax(970)476-4901 (970)476-6342 > �� NOTE: TO GRAD . ~ COOR'D ROOF PENETRATION o WITH ROOF MANUFACTURER WALL CLEANOUT N AND ARTISTIC ENCLOSURE � DESIGNER. D IAG RAM -� � PIPE THRU ROOF DIAGRAM E NOSCALE p BEAUDIN <, o sc O O , � G�rrzE / � ° M300 � Consulting Eagineers, Inc. � G VaiL 0 COPYRIGHT 2004 Ldce ohoe� 530 550-7334 Q Denver (303)278�3820 766202 WWW D9C8 CW11 V� .� . GENERAL NOTES: ELECTRICAL LEGEND NOTE: ALL SYIABOLS SHOWN ON LEGEND ISSUE RECORD -' ARE NOT NECESSARILY USED 1. THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUC110N p 03-31-04 PERMIT DOCUMENT SPECIFICAl10N BOOK PROJECT MANUAL AND DRAWINGS p iNC,�w OR HID FlXTURE W/ FlX7URE DESIGNA710N � � p ABBREVIATIONS ^ FROM TOWN OF VAIL STREETSCAPE IMPROVEMENTS. p� WALL MOUN7ED UGHT FlX7URE W/ FlX7URE DESIGNA710N AFC - ABOVE FlNISHm CEILING A� 2x4 FLUORESCENT UGHT FlXIURE W/ FlXTURE DESIGNATION AFF - ABOVE FlNISHED FLOOR 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL Ap lx4 FLUORESCENT UGHT FlX7URE W/ FlXTURE DESIGNATION /�'G - ABOVE FlNISHED GRADE DRAWINGS AND IN FIELD PRIOR TO COMMENCEMENT OF WORK �p FlX1l1RE ON NIGHT IJGHT OR EMER CIRCUIT A� - ALUMINUM �� FLUORESCENT S7ftIP FlX7URE BFG - BELOW FlNISHED GRADE �{ ?RACK LIGHT AS NOTED OR SCHEDULED C - CONDUIT ONLY 3. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE AS � DIRECTIONAL ACCENT OR WALL-WASH FlXTURE CKT - CIRCUIT INDICATED. CONTRACTOR SHALL INCLUDE IN HIS BID COSTS REQUIRED TO �.o-❑ POLE-M7D FlXTURE CT - CURRENT TRANSFORMER MAKE HIS WORK MEET EXISTING CONDITIONS. � POST (BOLLARD) FlX7URE EM - EMERGENCY � � CEILING OR WALL MlD EXIT LIGHT EWC - ELECTRIC WATER COOLER INSTALL FACES AS INDICA7ED BY SHADING (E) - EXISIING 5. REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL, AND OTHER � EMERGENCY BATTERY LJGHTS Fg0 - FURNISHm BY OWNER � DRAWINGS PRIOR TO BID � DUPLEX RECEPTACLE AT 18' UNLESS NOTID F/5 - FlRE/SMOKE DAMPER �� DUPLEX RECEPTACLE ABOVE COUNTER GRD - GROUND � DOUBLE DUPLEX RECEPT. AT 18" UNLESS N07ED GFl - GROUND FAULT INTERRUPTER 6. WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER TO THE Q FLUSH FLOOR DUPLEX RECEPT IAW - IN ACCORDANCE WITH SATISFACTION OF THE OWNERS REPRESENTITIVE. � FLUSH FLOOR DUPLEX RECEPT HALF-SWITCHED �G - ISOLATED GROUND � SPECIAL OUTLET AS NOTED NIC - NOT IN CONTRACT 7 WORK, MATERIALS, AND EQUIPMENT SHALL CONFORM TO THE LATEST � GFl DUPLEX RECEPTACLE AT 42" UNLESS NOTED NIES- NOT IN ELEC7RICAL SEC710N � DUPLEX RECEPT. HALF-SWITCHED AT 18' UNLESS NOTED NL - NIGHT LJGHT EDITIONS OF LOCAL, STATE OF COLORADO, AND NATIONAL CODES AND NTS - NOT TO SCALE ORDINANCES � IG RECEPTACLE STO - THERMAL OVERLOAD SWITCH 0 TELE-POWER POLE 8. PROVIDE PERMITS AND INSPECTIONS REQUIRED. p}� CLOCK oU1tET n - �PHONE TERMINAL � MULTI-OU7LET PLUG STRIP NSS- 7RANSIENT VOLTAGE SURGE SUPPRESSOR ��� JUNCTION BOX IN FLOOR, CEILJNG. OR IN WALL. UNO - UNLESSRNOTED OTHERWISE 9. SYSTEMS SHALL BE COMPLETE, OPERABLE, AND READY FOR � � TELEPHONE OUTLET IN WALL OR IN FLOOR WP - WEATHER PROOF CONTINUOUS OPERATION. LIGHTS, RECEPTACLES, MOTORS, ETC. SHALL BE � � COMPUTER OUTI.ET IN FLOOR OR WALL TX - 7RANSFOR�IER 0 COMBINAl10N DATA/TELEPHONE OUTLET XP - EXPLOSION PROOF CONNECTED AND OPERABLE CONDUIT RUN CONCEALED IN WALL OR ABOVE CEILING +18'- MOUNIING HEIGHT TO CENTERLJNE , � CIRCUIT HOMERUN, �12 THWN, QTY A5 REQ'D, W/ GROUND, 1/2�C OF DEVICE AFF OR AFG 10. CONTRACTOR S FAILURE TO ORDER OR RELEASE ORDER FOR MATERIALS __ coN�uiT RuN e�ow �ooR oR cRn�e FIRE ALAR�A SYSTEM AND/OR EQUIPMENT WILL NOT BE ACCEPTED AS A REASON TO SUBSTITUTE _ coN�uiT RuN ExPOSEn � FlRE ALARM CONTROL PANEL ALTERNATE MATERIALS, EQUIPMENT, OR INSTALLATION METHODS. �,� EXI571NG CONDUIT TO BE REMOVED � FlRE ALARM ANNUNCIATOR PANEL , 1/2'-�f12 THWN, W/GROUND QTY AS REQ�D W/GROUND � MANUAL PULL STAiION � 12. FINAL CONNECTIONS TO EQUIPMENT SHALL BE IN ACCORDANCE WITH -a CONDUIT UP � GENERAL ALARM HORN MANUFACTURER'S APPROVED WIRING DIAGRAMS, DETAILS, AND � CONDUIT DOWN (� GENERAL ALARM COI�BINAl10N HORN/STROBE INSTRUCTIONS. IT SHALL BE THE CONTRACTOR�S RESPONSIBILITY TO —f— S�� ps F FlRE ALARM SPEAKER PROVIDE MATERIALS AND EQUIPMENT COMPAl16LE WITH EQUIPMENT � CONDUIT STUB-OUT - CAP & MARK � COA�BINAl10N FlRE ALARM SPEAKER/STROBE ACTUALLY SUPPLIED. s LJGHT SWITCH AT 48` UNLESS NOTED � FlRE ALARM STROBE SUBSCRIPTS. � FlRE ALARM CHIME 3 � 3-WAY SWITCH Hp 7HERMAL HEAT DETECTOR 13 ALL EMPTY RACEWAY SYSTEMS SHALL HAVE A NUMBER 12 PULLWIRE OR a = 4-WAY SWITCH � SMOKE/IONIZATION DETECTOR EQUAL, AND SHALL BE IDENTIFIED AT ALL JUNCTION, PULL AND K � KEY-OPERATED SWITCH 0 SMOKE/HEAT DETECTOR I TERMINATION POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL T = 1HERMAL OVERLOAD SWITCH DD DUCT DETECTOR INDICATE INTENDED USE OF CONDUIT, ORIGINATION, AND TERMINATION P - SWITCH WITH PILOT LIGHT Q SPRINKLER SYSTEM FLOW SWITCH POINTS OF EACH INDIVIDUAL CONDUIT. � = SWITCH IN DOOR JAMB � SPRINKLER SYSTEM TAMIPER SWITCH NOTATIONSRIABLE SPEED SWITCH R� REMOTE iEST SWITCH 14. INSTALL ALL MATERIALS IN ACCORDANCE WITH THE MANUFACTURER'S a - LOWER CASE LETTER AT FlXTURES AND r� FlREMANS PHONE RECOMMENDATIONS. ANY DEVIATIONS SHALL BE BROUGHT TO THE sw�7cHES (a, b. ETC) INDICATES INDICATOR LIGHT � ARCHITECT/ENGINEER'S ATTENTION PRIOR TO INSTALLATION SWITCHING CONTROL SINGI E LINE DIAGRAM SYMBOLS � DI�AMER SWITCH � DISCONNECT SIMTCH 15. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS SHOW � OCCUPANCY SENSOR �_ FusEs THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE CORRECTIONS � �IAGNEIIC 1AOTOR STARTER 1L CIRCUIT BREAKER NECESSARY AT NO COST TO OWNER MAGNEIIC CONTACTOR � CURRENT TRANSFORMER � FUSm DISCONNECT SWITCH - 30 AMP UNLESS NOTED �� POTENTIAL TRANSFORMER 16. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT N NON FUSED DISCONNECT SWITCH - 30 AMP UNLESS NOTED pp �er� � COMBINA710N DISCONNECT AND STARTER � SURGE SUPPRESSION DEVICE WHICH IS DAMAGED DUE TO INCORRECT FIELD WIRING PROVIDED UNDER G PANELBOARD OR LOAD CENTER 0 COLD WATER GROUND THIS SECTION, OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS � SWITCHBOARD, MOTOR CONTROL CENiER g BUILDING S7EEL GROUND SECTION. . OR DISTRIBUl10N BOARD GROUND FAULT PROTECTION �p GROUND �� � SHUNT 'R21P 0 SPECIAL CABINET OR EQUIP AS NOTED o- KIRK KEY SWITCH p PUSHBUTTON CONTROL STATION � PHOTOELECTRIC CELL B T1ME SWITCH O � THERMOSTAT AT 60� UNLESS NOTED - e DIVISION 15 EQUIPMENT � �r MOTOR OUTLET G CIRCUIT BREAKER � o � p� AUTOMA7IC TRANSFER SNATCH � � pg PULL BOX 00 O O EQUIPMENT O l o NOTE LJGHT LINEWEIGHT INDICATES EXISTING �����/ INDICATES DEMOLJ110N � O G ' N J LIGHTING FIXTURE SCHEDULE W o � v �� FIXT MAI�UFACTURER VOLT � Q • Q TYPE NAME CAT. N0. AMPS MOUNTING LAMP TYPE REMARKS VOLT > r.,, 4' CORNER MOUNT FLUORESCENT FIXTURE > . � A LIGHTOLIEF C1C1CS4V12401200C 70 SURFACE (2) 32W T8 yy�-�.{ STAINLESS STEEL BODY 120 �� o � . � � B LIGHTOLIEF KLT240120 70 SURFACE (2) 32W T8 4' FLUORESCENT WRAPAROUND 120 � v T � � � -i-+ � L � � PANEL VA2 208 Y/ 12� VOLT 3 PHASE 4 WIRE 125 AMPERE MAIN L.O. 125 AMPERE BUS � LOCATION SEE PLAN E3.3 MOUNTING SURFACE A.I.C. 10,000 G O � �...� CIRCUR CIRCUIT CIRCU(f CIRCUR �� c� �w LOAD TypE BREAKER BUS BREAKER TYPE LOAD �w c �� LOAD DESCRIPTION LOAD DESCRIPTION �� � �Z LINE A LINE B L1NE C �� �s o �iP n e c rnia OLES REC urES LINE A LJNE B LINE C �Z � 1 72a LANDSCAPE RECEPTACLES 1 20 20 1 SPECIAL EVENT RECEPT 500 2 L 3 570 WALL ST. LIGHTING 1 20 20 1 SPECIAL EVENT RECEPT 500 4 ��,���i�{� � �� ' " ' n 0 5 500 WALL ST. LIGHTING 1 20 20 1 SPECIAL EVENT RECEPT. 500 6 `�����`� � � '�ii,,�� � 7 396 WALL ST. LIGHTING 1 20 20 1 UPPER BRIDGE LIGHTS 305 S ` Q � ' � ' I � • °e�i _� � ��� �w 9 1345 EATON PLAZA LIGHTING 1 20 20 1 PLANTER RECEPTACLES 360 10 �v .p: 'z - = / 11 260 EATON PLAZA LIGHTING 1 20 20 1 SPECIAL EVENT RECEPT. 500 12 . Patrick�1 C���rns ; _ �-o: • - � 13 250 IRRIGA?lON CONTROLS 1 20 20 1 PLANTER RECEPTACLES 360 �4 ;�. L #35.; 0 ��` U 15 896 MEN'S LIGHTING & EF-1 1 20 20 FOUNTAIN PUMP 936 16 �'�'�y. G°`"L�;����.� � •,��l�'� . .• V\.`. w 17 630 WOMEN S LIGHTING 1 20 2 - 936 18 �ii����s/Q�j�A`„E�����` r, 19 936 FOUNTAIN PUMP 2 20 FOUNTAIN PUMP 936 20 rY, i 21 936 — 20 2 — 936 22 � 23 1250 WH-1 2 20 UH-1 1500 24 . �y 25 1250 — 20 2 — 1500 26 0 27 500 IRRIGAl10N CONTROLS 1 20 20 UH-1 1500 28 F R I TZ L E � 29 720 RECEPTACLES 1 20 2 - 1500 30 a� 31 1150 HAND DRYER 2 20 HAND DRYER 1150 3Z P I E R C E � 33 1150 — 20 2 — 1150 34 ``' 35 SPARE 1 20 20 1 SPARE 36 ' � � ' 37 SPACE SPACE 38 n 39 SPACE SPACE _ 40 y - 41 SPACE SPACE 42 �� �' 4702 5397 3360 SUB TOTALS 4751 5382 4936 � NOTES. PANEL 'V/,2' IS PART OF THE VAIL STREETSCAPE IMPROVEMENT DESIGN LINE TOTALS 9453 10779 8296 � PANEL 'VA2' WAS ORIGINALLY OUTSIDE THIS AREA AND HAS BEEN MOVED INSIDE LCL ADDER 0 0 0 cv PANELBO RDM NEMA 3R TO NEMA 1 ENCLOSURE AND CHANGE TO A 42 SPACE MOTOR ADDER 0 _� TOTAL VA/� 9453 10779 8296 � LINE AMPS 78.7 89.8 69.1 cO r�, ,� TOTAL KVA LOAD 28-5 A R C H I T E C T S � c �� �� - � - � -- 1650 E.Vail Valley Dr. Fallridge C-1 �; Vail,CO 81657 vadarchitect5.wm � fax(970)476-4901 (970)476-6342 > , �� - - � 0 0 N c0 CO - . � , . �, EAUDIN ti - G�rzE / � ° E1 �0 � - Consultuig Engineers, Inc. c Vml �970)949-6106 COPYRIGHT 2004 > Q _ Lake ohce 530 550--7334 Denver (303)278-3820 766202 , - r�r bece c«n � �. � ISSUE RECORD 03-31-04 PERMIT � Qj 04-14-04 REV 1 /1` r I � \ �� �' ' �---__.__�.---�'� ��� o . �,�._.--'" '�\��\, • �---_ � � �,✓ i � ,i �- � ! � � . � _---'� / '. � ' ----"` \ ,�? % l_.-�.. !/ f J ,/ , 1_/ ��T t�.� ��' � ��` ' � \ ���� � \\� �� \�� \� f \�i , /j~-� ~ ._ I �I ---- �\�� ---�,\ �,/�\� , ' ' I _--�_,` ) 2o/2�rrP �. ,��� � � - � �� ��-� / .,�,__�___ / NEMA 0,TYP \ ��, ; ` ' � / ,` -`�---�� ;�--1 �— � '�� i , / � - �,, � 17 A 17 V�P��1�i� A 17 � ' � P P �D \�.. � ' O ' - n 1 ,21 16,18 �.`� 2 � � �` \ `, V � � FOUNTAIN ��' �� � � �/ °O � '� � P PUMPS / � � 32,34 , p � � � � � % - � % 20,22 -�� O � � �! 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ALL ELECTRICAL LOADS TO BE CIRCUITED � TO PANEL 'VA2' , � � , U) y L'� = FLAG NOTES: > > OO OCCUPANCY S�ENSORS IN EACHERESTROOME � cv EF-1 SHALL OPERATE WHEN EITHER I � OCCUPANCY SENSOR DETECTS OCCUPANC , � IN RESTROOMS. � ELECTRICAL FLOOR PLAN � y �_ � � O PROVIDE OCCUPANCY SENSOR TO CONTROL q R C H I T E C T S � SCALE: 1/4 - 1-0 LIGHTING IN RESTROOMS. OCCUPANCY SENSOR ° TO BE ULTRASONIC WATTSTOPPER #W500A, a OR EQUAL 1650 E Vad Valley Dr. Fallridge C-1 a� O Vad CO 81657 vadarchitects.com � fax(970)476-4901 (970)476-6342 , � � 3 PROVIDE POWER FOR ELECTRIC HAND DRYER 2300 W, 208V. � > � � � 0 0 � N � Cfl a � - � � B EAUDIN �� GANZE / 1 . � Consulti.ng Fhgineers, Inc. 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C� ,� - q '__ s � 1 T p T ir �1� .:}-�-�f,L!E�" � �s} t�c _ � - � � � � Ij� I�E�� C r rr k � �'� /`� F•I�( NTROL`IrO��i�.` 4'� 1�u 5� � I �i I I �1- a� ����/� LOT A � �� i�)�' r����T 41 JJ i�' � I` ` � �Qr � � �� � ���r_�-��,, � � . � = ' � � /1 _„_�N'�LL�',II�V'_,PAVER$� . �° I,� I � � o \�' \ \� G�s - L � '";` z °,es e, i e , , � ,= � � p 1 . ' � 1 i��' �� � �I � � �- ` - � ��:=' `",� � _ , ', ` , , ` , � ; � � ,, �a y EL'EV:= 8168:'2'7� `' � s � � `,, `� \ �r� Y_ c5..'J,.F,� _� L �{�����` � !� �0 ^3 .- ,� � �0 T D �-�; E,., - - - - - - � .\ 9 � I I E,3 ' � � • �► ' �� �- '� �? �v G,��!f it�t_E '' �' STORM SEWER INLET � i � � � , 1 ✓t'v,`vr�," F � r � c � I � I � �Y � � � � y ��� � i I I �io�a i 1 I E� \ � � � ` Y'!'�' ., < ' rr�y� t!E� __ ��5�=.d� % v ' � INLET GRATE ELEV, = 8166.0' ` � ' GRATE ELEV. = 8169.3 � � < <� , INLET RI ELEV. = 8170.4' � f� � c �\� � � � �, i � rF < < ��� i E a li�� iP! _ � ,,� "� -- r { ` � INV. ELEV. (S) = 8163.4' t y , ° y ` - - - - ��' `� I = � � c � � � •� ��'- ��_�, " �� � ' 4" INV. IN 8167.6� �7�.�i.. �, � a��y:�� � t } � � ' u ' iS�� I(1�„r iP1 = �,I .`�.i G o -h ` - ' „ - �,� � � ' �' C� 18" INV. OUT 8165 9' � `i' A�� � IN . ELEV. 8167.1 � �„ �' � ;�{ ��. _ , �, �il INV. ELEV (N� 8162.9 �' ,. � _{�, si;oo ,� � ��,��rr ��-a ' �, � n -� 1�" (i"d) '(v`�.' Gi1 i = 81�� 1' , � '�' 'L' INV. ELEV (E) = 8164.3' � : � � �°� ( ._ K-' � y�� I ya �� LO T B 1 ` 1 ' � , �`�'� 1 , � 1 y � I� I I � � �"''' :�,j �/ _ I � � I I { I � 1 . L11h�. I � J� ' ' - - � I ' I j''� - - - - - - \\` � �� �OT E y � r I �_ 9jE-� � � ,,<<�;a�-F4� ,���,�_���: PART OF LOT B � � � . ����3u� I � I � ; � � ���,���� �� ��- ����� r�Et��>> _ ��%., �° _ A� � � LAZIER ARCADE 4,�, 1 ' I � I I a I I � - � - - - �' � � -�c�� c,� r�E1�- - �,��� �� ' CONDOMINIUM ° , 1 • � � BRIDGE STREET �Y, I-��y�� r� a,}J_ I � �OT C : r ; CONDOMINIUM_ I � � � �` -� � _ -, � � � --- - J,;�v� � � I - � � ?� L 0 T I 0���� n --' i '�y ,�,,r ,p g I ( � I � � � ,�� \ ` K c� 2 . ' y �G�OZ '�y I �I / I t � ai7u h J / i (BLOCK 5-A' STORM INLET r I -;, `� INGRESS/E�RESS ESMNT ° I ' � I - 1 � � � � ` � rtn GRATE E_EV. = 8167 8' � rBOOK 188 PAGE 151 `�' "°'� � � � ,, � � / / ;\ _ ' ii / \ i � 'r 1 I ♦ / E. �7 I I (�=i // Ei iJ i� \ 6 INV ELEV. IN �S� = 8164.3 � ' � yn-, I � � �� r- DECr 16' INV. ELEV OUT (N) = 8164 2' . ��` � �� �OT F `' �� � � �\� y 1 � �,;, ! �,,�,�,,�1 � � }� � . � .. : - ? r , � � ` W ` , _%, .� r 91� a r`�S ' � �-�-I �T1 a ' / �0 T D /I �` ` r,,, ' . ,-� � / ���� -�- � 761 � � � ?li1 5 �r�°-_ � �- �' 3 I'ry c � , \ �'TL,_ GAJ _ � ���� �� 1" � zj �'v�ci71 8 � �� ;�; � y�� �� � � / , , / ' � � �` � � � A '�F �OT STORM SEWER INLET �� � ' �';'��Tt'r;� �'-`'� -y � n \ i / �,:,o GRATE ELEV. = 8171.1' ;\ `� i `; ' YF' ;' �,�;' - ' � \ � 4 � � 6" INV. IN = 8168.9' � s� ` ' ,� �# ' �'�J�C; ---' � y 8'� INV. OUT = 8168.1' 'J ,���� � j \ � % ,� T�ACT G'� � `� jf � L 0 T G ,� ` 1 � \ \ U j4 y y ��� (BI�OCK 5�A, \ !� / � 1 ` � E+S�"�123 C �� STORM INLET , � °� ` - STORM SEWER INLET n , r� � � � GRATE ELEV = 8168.1' '-;Y �' �-t��;�"ty" - T�'� , GRATE ELEV = 8172 6' r� \� � . \ ' 4" INV. ELEV. IN_8166.5' �, -` ' 6" INV. IN = 8170.3' � �' ��, LOT E � / � 8 INV ELEV OUT - 8166 5 � e- E- � �z " ' 6" INV. OUT - 8170,� � ��� �n � � \ c� � � v� � � � Y W _ / / l ' '\ `/ � n�;� +' / I PART OF LOT C STJRM INLET � �� ;�` � �. � � � ������ �� GRATE ELEV = 8170 3' - � � 1 ��� � `��_t'��i=F=: iti°N;'�;f;rr�� ���ot� � - �����,�,;� i- ��r= f ,,' �i � ,-'1 " u, c , f�i'y,, �._L_�'�F _ C'��`I ;.� �. � ��` 7'r V,C-`� \ % I I �, 16 INV. ELEV. IN = 8165 7 `}: �,FF �� -- , �� � y � � - 8" INV. ELEV. IN = 8165.9' �•-£ '� -� �S' (`�) �r��'�' it�v = �;���'� - ` � � W W , �� � . � " r � i ;� i � a �i r�' r �� r�F � ~Wµ r m � / � � 1 8" INV. ELEV IN = 8166 2' ``°' /- _ '--� 8 �i�! 1 �I < <��1,� i -- �i(��� L� -\ \� rnw .. . � � s�,�- - ° U T = 816 5.6' � � ` � � �' H� • � � `�' 16 INV. ELEV. 0 - , � ` � / i I �y�� LO T H � J1 � -�,,q� � �0 T F � �r; ::� ��� �,Y � \ � ,,,, YY' (B 0 0 K 46 3, �-�,F`� �'�'"' '��`��-� " ° STORM SEWER INLET J����}�t�� �4 � / `� r l�`�7 GRATE ELEV. = 8174 4� 6,_ � �`� �' 1 , (RC�N��'' PAGE �73) � �!W 6�° �NV. IN = 1� 5� � -�; �Y� \, � � � � - �> � ' J 4 � � . � . " � Y � Y.WW� WW. 1 6'� INV 0 = 81723� �� `�� � � `3 / , � ` . � W W W LL ".�" --� ` � " , � . � � �" � ` �Ww��WYWy ` W" � ` �° y` y "• ' y `- ` � ° � W - " � ` � `��` �� � PLAZA LODGE � _ ��, � �/�4 ° � �° �- ��� c � r ,� �✓ Y L W �i + O' L L L v V L L i y L y N a �_-_�--' ,� J� W L\ Y Y ''_� �'7� �'I.J`� �\ b, /\ \.� 4 y L 0 T G __ - ` rF71�2:� " y ` �°� ., � .. u .�.W .� . VWW . . y .. Y . . rw-'"` � W V� y ` - N �i � ^ �" , �� � c' � � � /� � ?.� W � CONDOMINIUMS �:,� � `� � / ( ' J �I � }�'�✓, :Ji �JI / _�) I � .,` �,` � �` .. �` ..�` � �,� ` .�,� � . r . � y \ \ . Y .� WY dii.t�� ` � \ O\ W / �,�I\f� L. �C OC,�IE E�! f' � �C,���,� W . . W . . . . ., . 1 � .. .. ` ` / \ � ��. / ! .,� � �/v� yyWy `W � -� � �WW��W�� ' LOT 1 � �w,. �W- WW�����> o�-o� � \- `,. aN � � „ < + � � , g,�; � / �l . .. .. . . .. . \ `7� � W . .. .\..' \vi� !` r''sj�� c \� ., / 6� C.M.P. � { � G�S / / �; i �Y Y N L.rY a� 1 Y '� ! ` / r�� \ �� \ - / �OEN _ � � � �W_. l. �`�° W �L ( A ESUB . OF R,AR ��� � � ST�RM SEWER INLET ��� / � ��,�� W �F2i'3�_ _ RED LI 'INN ' �' f' � �j � G c i ��,�,��D . W . ` "i,�� . � LOT � , � W INV. 8174,8 �, `'_; / � ,-,�- ,,;,�,� F }' W . . � - . G�TE ELEV. = 8178 2 � � N � �� � �..�,�._r�tT` ,. . W W � . � . F LOTS A 8C ) 1 ` „ _ , � � �\ �� � STORM SEWER INLET �_, � / � ��.�, �!0 W w °W .W "' ` W"� ��, 6 INV IN - 8173 2 ,�� �\� , �, � W W _ _ _ � PAPE r � � / 07-01 ' •J , � � „ , � �, ��� }F 4��=� ;T GRATE ELEV. - 8181.0 '` � 8���' �%� r� 't ��/ 6 INV. OUT = 8173.1 i i�1 �� ' ✓�Y'.��~ 1 i ..`�.o� � i ' Y��1 1 � � ,,S � � \ �� �o i 'rf 4�� _ \ ` i� _ � 9171 } � � � � r � '� 10 INV IN 8178 5 � � U��� 3',,�. `'` 0 �.,� ,` � � �� �"�,�W '' /` �� EA�EMENT LO T J g��},c�,i;a' c� _ '��V/-11Ch v,�,L�/E� 12" INV. OUT = 8178.4' <<� ��+ ` ,,���,�� � Gp,R � . W LL y. °: ° �� `�, � STO��I� ���ti( i � ��„ �. A,,-�h� � � F�1D" ���-�� � 1`� 5' j � , .�:�' ` . . . �w W .,.� � �� - ; - `_ �`_ � i � r.� ^� ,�- � . +W � �. 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LT LIGHT ATTEN ATTENUA�TION LTWT LIGHTWEIGHT ?�200 FLOOR PLAN Fp/� • • '� AWN AWKING M H MANHOLE BDRM BEDROOM M O MASONRY OPENING BD BOARD MAGH MAGHINE A'✓�� BUILDI�IG ELEV?�TIONS FPA • BLDG BUILDING M MA5TER BLK BLOGK MAX MAXIMUM A401 BUILDIKG SEGTIONS FPf� � • BLR BOILER MEGH MEGHANIGAL BM BEAM MTL METAL BOT BOTTOM MFGR MANUFAGTURER G B GATGH BA51N MIN MINIMUM GG GORNER 6UARD MW MIGRONIAVE G J GONTROL JOINT MTD MOUNTED G M U GONGRETE MA50NRY UNIT N I G NOT IN GONTRAGT G O GLEAN OUT NEG'Y NEGE55ARY G T GERAMIG TILE (I�U NEW GAB GABINET NOM NOMINAL Q -';,"�,r`<,%�ij.%t, � •� GEM GEMENT OG ON GENTER .,i'�;�v;<, �,,,�' , GER GERAMIG O D OUT5IDE DIAMETER PR0.IEGT D I REGTORY J � � � ��/' ��� GLG GEIL NG PLAGE PT G PA NTNG ' � ��f� ~ ,y � GLOS GLOSET PARTN PARTITION ' *. \ �/ .` �,;�.y, l ����y-�c.;x �� {�',l`, GLR GLEARANGE PH PHONE ' ��:�'�i�.. i„ >' � OWNER: TOWN OF VAIL ,._- %<��'���x.,�' � '�r�`�� CAL GOLUMN PL PLATE r� .� ��� �""�\;x�'��.'`%"� �� �<j,`�x �1'{��; GON GONGRETE PLAS PLASTER l--� �,�c,�:, ,�,' � „ � ���;;;��, GONT GONTINUOUS PLNK PLANK %`� � �'• �� �/`���:� �`�y�� GONST GONSTRUGTION PLWD PLYWOOD r� ,ch '� �`y�'�� � Y`��','� J� GPT GARPET PORG PORGELAIN y° ,%��.�,'`.��:�'n.�, �'C,�?���'%`��, :���,,��,'C`>�::��•� �, D DRYER Q T. 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' � � ���� �` \, � ����� ti'�\``�\\,` `f�.' ��\ i,�' ,,`` `` ^fti .�`\4 �� �� �\ ��. �\�,\,\ � /� ♦1 �`` � 1 `\� .�`l`�\'�.�j��.��"�%`f��/..`4,,j%J �%`�� .�'��ti. �`'_,\,;%� i* .��,+ `��fr •% �`�i���,�� \'',\� �\ �i\ i � /� ,��'` ,� '`�i�, ��� �jf\ i / �i��� \ �/, \ \� i f �. / / / i� \ .r i� / j �\/ !� . ���/� \� � / /\%,.,`//���f//' //� �,` /���':�'�l,-r`� %� > ��j''/.�ir/,/I/ ,/f �� jl /�.�!/��/ / �/; � f �/r� \'�/•l��l,�'%l`,, '�� / ,/� ��. / �\� \� /� /�.�`�. .\ \�`\� �\.� �`�� \\ ` �`��\ �\ � � � I � ,��� ♦ � i .� \� � �`J\�' \\ .�• ��\ � � � \�/ �l � /\�\/ �f��\�i'�\\ �/\ ���'�f�i\,/ / �� � � \� � f ,,�!`'�f�\ i�� j' � I O E ``\�,fjff��� ,/��i ,»'r' .i .,.� �, ;�\��'^�/'�/!',!�/��/,��%/�� �,%`, ��� , �� : . 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TOP OF NUT �/8170.� a+, - INGR SS/�GRESS ESMNT \ �,`���;'� ``" r / �' ���v i s�''�s i 0 9 '� I ( OOK 188 PAGE 15) � y -- PAVERS i �'� ��, , �- -� � R e► � , " � � s�y_s Q'' � LOT - � �s , • Nrx � WA7Eit VAWE �r ► � � Br ; � � I - - - � � , � � � � ., 818� RIM ELEV. s 8178.Y � ��r�� �.�_ , - � �r ,,,�s � ,m,, LOT D �� _� MILL CREEK COURT � TOP OF NUT s��.s • �. . _ ��r_ ��_ < � vc �� I,� � „x ✓o�'s «� m CONDOMINIUM � ` p� ` x�x ; F LOT • p ' STORN SEWER INLET � � � FLAGSTONE � ��`� �� X ��" (' � � x �_02 \ � / x / r.d GRA7E ELEV. � 8171.1 I � ���� , t � nu _ �r � 6' INV. IN � 8188.9. � F� \ SEMIER MANHOLE 0320 �,� � � � / x_x � � 8 INV. OUT - �ss.t � I � TRACT G� � w� �r. � 8185.3� „p,.�' r LOT P-3 X �' LOT G � \ - (BLOCK 5-A) 8 (E) INV. IN � 8174.1 � �\ I STORN SEWER INLET �8' (S) INV. IN = 8174.0� � '� / (�pq� �A� ` qZA� WATER MANH +�� \ � , ` � I � , 8 (N) INV. OUT 8173.6 � � ` PARIqNG RIM ELEV. � 8178.7' GRATE ELEV, : 8172.8 � � � � I1REA + � 6' INV. IN � 8170.3' L E � �r♦ � 7�OP OF NUT � 8171.5' �� 6' INV. OUT = 8170. ' +� \ . u�o, x�u�._ ,�j +wa.� � n: t ,.,. � .� WATER VALVE waar a.r \ a°.o} �� . .�-F ' „� ` �°v,� �M ELEV. a B�BS.�� w0.? � + ��" \ � � �� OF NUT � 8177.3' .,+ `a� w�ar " � )N ELEV. � 8173.3 ` \ �,�` ar s�''� � � � �'� � � �� ELECTRICAL - -� a s wv iN - 8,s�.r � � �-.r� , A PART OF LOT j � .: `�,0 8' (N) INV. OUT � 8162.6' • `� � war wv y ��'� \ w �► Mo.e � ,c� 1RIWSfORMER LOT H ��� � ` �,z �.� � �x te�oac sf�) * �K�` � � .� LOT F I � �� ♦ %�� �.f STORM SEMIER INLET �``�r� \ � � \ � �.�' � ` GRATE ELEV. � 817 � \ �' ~" OONTR� . > w�ss� w --'c,►s-�s�=-c�a��� ;�+r x\\�\ ' �'y=. 6' INV. IN � 2.5' �, � ':.t_ w ]�C ( �\ } �� * '���� #�;: \ Jt � ' ` 6' INV. = 81723' �O� \ � '�� -��;. 1 -} ''s «v �..,. y x � 1 ���„ •..- �. _ Y \ .� �'♦ '�= � � JP,�'� lJO�Y ..� > ` � � ._ PLAZA LODGE � �� s- P.vc. "'~ •� 1 ` . '` `° tiS fi "'� �'=`�':•�°'; R.�. � ,� LOT G . o , � � '� O , ,,.. . ;��,,,��� ,,` ` \ � INV. = 8175.2 .�� , •. � - � .►,r �/ .�:,,ti*. �T4�...>,�'�,'s=� f;f � � � CONDOMINIUMS � t ' � 1 ` w�.r ` �' \ Q\ • (UNABLE TO LOCA'iE . � i //�VIEW S ��� � �,9� t `•�.,, `., i� � �t, Yt / / y )T � 01-01 \ � G�'` � .w,a, � +�,. C�jy \ «w.r «w� :i' A F � ` � �. F R�� ` "'' eo� c.M.P. � � • -� �•., � ~ �., LOT i `� �' �«M* RED LI NN �NV - 8,�4.� � ' '' O � ;;; � SEWER INLET �, , / + � SEWER NANHOI.E 0240 ,;. ) ATE ELEV. � 8178.2' `"� / i � / � RIW ELEV. � 81�QS' � �C . , / .sr . . �';. �, 6 INV. IN � 8173.2 � STOR�1 SEMIER INLET / P� 1 AO, \ � 8 (S) INV. IN s 8178.4 x � UTIUTY 6' INV. OUT � 8173.1' \ �J► R�r 7-01 GRATE ELEV. � 8181.0' / 8 � '���� ,� r � 8' (1N) INV. IN � 8179.2' �E\ n.�► � " e� �► 10' INV. IN � 8178.5' wwt• � «p,�r '� 'I;O \�� (E) INV. OUT � 8178.2' �� :ItS€MENT LOT J « `" WAIER VN'VE . 12" INV. OUT � 8178.4' � �'�� � . /,- ;; �.,� STONE WALL wxr RIM ELEV. � 8178.5 � , '� \ WA �Y 1 � �' �G ELEV. � 8183.4' � � ,I/ /y°+ �� �. �'' 8�9 '� ��•; (TYP.) '"� `�;. TOP OF NUT � 8171.9� LOT H T 5 Dy� t� '�!�� 0 BRI\ �axr � �„ STbR�I SEM�ER INLET � � " .o � ���� \ TbP Of NUT � 8175.8 �� ,:; PAVERS ,�� ♦. � ` M F'A GRATE ELEV. � 8178.8 � • WATER MIANHOLE �:r i� � � CAN7II.EVER WAlER VAWE !y INV. � 8173.8' (FlLLED) INV. � 8176.5 RIM ELEV. � 8178.2 \ �• QP � � � \ RIM ELEV. � 8183.4' � "'°'' �sa K":. � ww�w TOP OF NUT = 8170.9' � I +�� �-* � ��� ar�. �;:' .� � ��, pAN �, _ � f., ,... ; � ,� LOT K ���..r� �"I�N �.�� /�� Q'r�/ 8'80 \ � �� �s „ '�►'� � 8.0' � � � � `�'e ��- w P ►g '�� � \ � '� 'y' ;,'. -°� s � �?,� � / � �p �.� �Q ` y_;�' �ats% � � �/ � ` `V �� ys/ ' � c°�'\ � x--* -_ '�_ � / / �• CAS� / �� « \ (:`y. r .� � �• t pa - � ' � ,�`�` �.s o �� O �� � I �z� c.P.P. , � . (BLOCK 2, LOT D) ` y � / NAT �+► � _ � -}�,,, �� �,�� ��� � 0 (UNABLE�TO LOCA oN � (VAIL VILLAGE, FIRST FILING) _ ��aNae 1� � �usr 7.3' R Mar ���x � � --�'�r ` /�� � � �� � s aar �� �.� v � � v � � � \ �► � -� � WATER VALVE ��ar �� WATER VALVE � � �s I O �� RIMI ELEV, a 8179.1� � !e w �� ��.4 �;1 RIM ELEV. = 8180.8� � TR A H �� � • I��a R� INGRE� � UT 8172.3' ( �/ � � � � �� � � TOP Of NUT = 81723 � I Ar �� � +�'�w.� � I �M0.I � / � ���r � \ _ _ / � I � CANIILEVER EASEMENTS e -' - - � / / I WATER VALVE / � j RIM ELEV. � 8181.0' \i1: LO T L WATER VALVE I `" /� �M« TOP OF NUT � 8173.7' �''� G �� �M aFV � s��9.s� „� ° �G CHATEU w�� v,wvE TOP OF NUT - s,�ar �� t I ��..� va.v� �� �a aFV = a,�,.s� � � � �►� Ri� �v - a�8o•a' CH R I S TI AN S TOP OF NUT - e�e4.r � STORM SEWER INLET ,� \ � � /� OVERHANG TOP OF NUT � 8173.0' \ � c�►� aFV - s�eo.z� , �sc �,}----f- ,�,s � �►soMa�r �� TO WN H 0 M E S A«.,, � �.�, '"v ' �F1'��°� � � 9 � (LOT D BLOCK TRA� , � (BOOK 233, � , „�,�.->-� ` � I �� �-�� / � ` LOT C, \ 216 PAGE 702) � �� PAGE 1 R l� �►� /' �' � "'�r BLOCK 2 ,,,,,,� � � �� �""�" 'e �B' R�' BRIDGE STREET � o : � ��/ �'° w R«�.r �,�.r LODGE ��c � 1� �Q, � �n / � � SEWER MANH� 0560 1-0 P�99�S1 � �- 1�j .�. � RIM ELEV. 180.7 WATER VALVE � �'( 1�L SEWER MNd�iOLE 0540 ► �� 8" (VI� INV, IN � 173.7' RIM ELEV. � 8180.9' �� �o• \ ' � RIM E,I�V. _ 8180.7' \ � � 6� (SM� INV. IN � 167.8' � OF NUT • 8173.8' �,P`Rf`�+• . 8' (N) INV. OUT � 8175.0' � 8" (N) INV. OUT. � 8166.8' � - - - - - - - - - - - - - - - - - - - - � � / I - � - - - - - - - - - - - - LOT C-1 � � R�Nai' {A M� a \ � I �«�► �� (RESUB. PART OF LOT C) � % I BEARI 89'4 'S "W - 1323. , / S LI N E F E N 2, N .ig• �j��-�� �°'°r � F �o c� �� � 10�' EASEMENTF � / R� EC. 8 \ ---- ----, / I I NW K6 CORNE � OVERHANG EPDXIED�IN CON RET�SWALK \ I \ \ 7.5' I I (MATCHES MONUMENT EC�RD � _ _ I _ I / FILED OCTOBER 15�2000) � \ _ _ _ _ _ _ _ _ _� 15' OVERHANG EASEMENT I � ; � � � �� � \ - - - - � � � I �- , _ - _ �_ _._I � � � � � � � � I I TRACT E I I � � I I I CENTERUNE OF 15' EASE�IENT I I xIM�C'�� • - I I (BOOK 197. PAGE 465) I I I I I I --- --- ------------------------------------- I i ' � � TOPOGRAPHIC MAP ` GRAPHIC SCALE � I TRACT E o � � ; zo o ,o zo 4o I I VAIL STREETSCAPE � � � TOWN OF VAIL ^ PEAK UW� CONSt1LTANTS. INC. � t � � � ( � I EAGLE COUNTY, COLORADO 4 � PEAK LAND SURVEYING, wC. ; 1 iach = 20 it I I I DRAWN: JVK III REVIEWED: GP 970-476-N44 FAX�70-47d-A616 1000 LIOfI"S fmOE l0� VAL. CC 81sS! 4 of 4 DATE: 6/20%3 PLC JOB� 1157