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Home My WebLink AboutB10-0166 B10-0167 PLANS ; . m,.;�:. . . . . ._ ,. ._ .,. v. . , �. ,� _ ._ ., . . ,. . . . .. _ r E . INTERSTATE 70 RIGHT- OF- WAY ' AREA OF BOUNDARY DISCREPANCY AREA OF ECO TRAt� S1T ' GENERAL NOTES: �O�JTF'I FI�ONTAGE R�AD ( 5EE GENERAL NOTE 3) BUIL[?ING ADDITIQN 1 . PROJECT BENCHMARK : HARN CONTROL POINT '� SPRADDLE". EI.EVATION = 8287. 82' ( NAVD $8) . ( INTERSTATE 70 RIGHT-OF- WAY} (SEE DETAIL f�} , .-. cv � �, 2 THE BOUNOARIES ARE BASED ON A UNE FORMED BETWEEN A FOUND PLASTIC CAP, L. S. No. 2658 � ,.} ON A No. 5 REBAR AT SOUTH ANGLE OF TRACT A , VAIL/LIONSHEAD FIRST FI �ING AND A FQUND 2° C� Q (�� '" � �'� $� BRASS CAP AT THE CENTER �INE POINT OF CURVE ALONG EA5T LIONSHEAD CIRCLE W VAIL/LIONSHEAD FIRST FIUNG, ( SEE VIGINITY MAP ) , BEING (STATE PLANE GOORDINATES) �' �C?0� --- - ` S &Q'08' 42" W - 1515 . 59' VAIL/LIONSHEAD FIRST FILING CALCULATED ROTATION = + 00 30 05 C1 PJ -� 7� �.D. w. ��- $ �• � } C.= 35. 1 RECORD - STATE PI.ANE COORDINATES. LC� 7� �'� ��1 �° �'� j C� "1' O 3Q' UTILITY EASEMENT (RECEPTION No. 113260) � � 3 . INTERSTATE 70 RIGHT- OF- WAY WAS BASED ON COLORADO DEPARTMENT OF HIGHWAYS PROJECT . C`� 6 �C�� No, I 70 2( 7) 183 SHEETS 7, 9, 11 , 13, 15, AND 17 . STATION 30 + 00 TO 210+ 00. THE ROTATION OF � � > > 8�� ! � � � � � � _ � � _ � � _ _. _ _ _ (9 . 6' } � ��2� THIS SURVEY T0 COLORADO HARN STATE P�ANE COORDINATES IS BASED QN THE BRASS CDOT ` � � � � � MONUMENTS FOUND AT S7ATION 180+ 85. 6 RIGHT ( HELD ) TO STATION 90+ 00 �EFT BEARING: DEEDS - ""- - � ` '°� (�7.a ) � - ._._. � _ ^ "'- `� (34.6�� "` °-- .°°-- 30' Ui1L17Y EASEMENT AND MAPS = S66 '35' 23" W - 8628. 33' - CALCULATED STATE PLANE COORDINATES = S67'09' 05" W ` � f" N "" "'- - 8627 . 71 ' - MEASURED ROTATION = + 0033'42 " J a � '� -°°-- -.._. tRecePrioN � � �. ��} � "-_- --... 1 No. 1343�4) � t[3 (p �_ -....� '---- .-._.. _^ 4. DIMENSIONS SHOWN [ 100. 00] INDICATE AS MEASURED OR CALCULATED DIMENSIONS, ALL OTHERS "� ° W ARE PLATTEQ . �' � i � � t A F2ESU8 [�IVISIf3N �F LOT 9 , BLOCK 1 , "` '-- --_ �t ��`.�� 5 . THE SOLE PUROPOSE OF THIS IMPROVEMENT LOCATION CERTIFICATE IS TO SHOW THE NEW ECO � VAIL/UONSHEAD SECOND FILING ' `, TRANSIT CENTER ADD� TION QN THE NORTH SIDE OF THE EXISTING PARKWG S7RUCTURE. OTHER � Gf� QSS ACREAGE = 0. 730 ACRES I o t,� (�'' '" --- � IMPROVEMENTS EXIST AND ARE NOT SHOWN HEREON . THE SITE iS UNDER CONSTRUCTION AT THIS toA'x5.5 � A�EASURED NET ACREAGE = 0. 717 ACRES ° "' TIME . W ' � cTwic��> C� , + c�' � 6 . LOT 1 AND L6T 3 ARE 5 UBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTOBER 15, 1971 , V vEN vEN vEN �E� � I� L1 '� W BOOK 221 AT PAGE 989 . � �N vEN o� �h �; I <. � 7. BUILDING TIES ARE PERPINDICULAR OR RADIAL TO PROPERTY UNES AND ARE INDICATED IN a � ° u�NS�e�� +��C°eL� C � I ARENTHESIS ( XX. X ) . � LOT � , BLOCK � vuniNe oF caNaPr VAII./LIONSHEAD FIRST FILING I � �R' �. �'. ��IES} �e� � 8 . PEAK LAND CONSULTANTS, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT PROPERTY e � � I TO ESTABLISH OWNERSHIP , EASEMENTS OR RIGHTS - OF- WAY OF RECORD . RECORD DOCUMENTS / GRQSS ACREAGE = 5. 229 ACRES I ~ ` UTILIZED IN THIS ALTA/ACSM SURVEY WERE PROVIDED BY LAND TITLE GUARANTEE COMPANY, � MEASURED NET ACREAGE = 5. 205 ACRES oun.wE oF caNOPV �°� �RDER No : 19836 , DATED MARCH 8, 2004 AT 5: 00 P ,M . � uTiu�r sHEO � . � � F.F. EIEV. = 817f .5' . . � . h . . . . I . ' . 9 . NOTICE, ACCORDING TO COLORADO LAW YOU MUST GOMMENCE ANY �EGAL ACTION BASED UPON ANY � 4•6� � � R YEARS AFTER YOU FIRST DI5COVER SUCH DEFECT. IN Nd �� I ' � DEFECT W THIS SURVEY WITHIN TH EE ' EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN �r , t . � � �. � W D , TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON . a � a 4 � � � � � �R' � ( r � o �,-i ' 4.5' aa � � Qa ' j N I- 40 . 0� � X c � o ♦ � � . ` � � � o dVC < r � o � pD � � r .,. . , . � . � � . .. � . � . . . . . . � . . . . . � . . . .. � � . . J . . � . � . . . . . . zo � � � � . . ?,i � Z � �. � � � � MULTI- LEVEL CONCRETE � . � ^' p � � r C1 O 3 PARKING STRUGTURE e Q°, I Z � Z Z ; � I N ( � � � � o m I m � . . . . . . . : . � � . . . . . . � . � . ��4 II � N . . � � . � . . � � . . � . . � � � . � . . � I � . W m . � ( . Q � � . Pt,1 Z . . . � . � . . . . . �,! Q ' �" . . . . . � '� . � � � � . � . . . N I . 'P � . � . . � . � � � . . � � . � . . . . . � � . � . � . . . � . . . Q � . . . . . . . W . `� . ' . . . a � � IMPROVEMENT LOCATION CERTIFICATE �N � W � VEN VEN VEN �N �N Q � I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATIQN CER7IFICATE WAS PREPAREO �:) I FOR FCI CONSTRUCTORS WC . '^ I � THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS c` � � � � I NQT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE `� � � � ; � ; ""'� � "'p , 1 , . I ; IMPROVEMENT LINES . { ,."''-'>`.; "t.,.. I ""�►. i FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON ' , � : I � THIS DATE , 06/01 /11 , EXCEPT UTILITY CONNEGTIONS, ARE ENTIRELY WITHIN THE r � � < t�'t z , BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN ; THAT THERE ARE NO ENCROACHMENTS � I M1 ' REMISES BY IMPROVEMENTS -0N ANY ADJOINING PREMISES, " �` ' � f 5-� � � , �a " 4 � � - I UPON THE DESCRtBED P ".`� � � '' ,� EXCEPT AS INDICATED , AND THAT THERE IS NQ APPARENT EVIDENCE OR SIGN OF ANY ' � �' � `� r ' �. " ` ° 488 f R � �� , , -: , � I � � EASEMENT CROSSWG OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. `'` "` y ff 5 � � t � I I �� . . . . . . � � � . . � � � it ". k � . . .. � . � � . . . . . . ,<: .° ``��"°�, ,, . ` I AREA UNDER CONSTRUCTit}N ^ � � � � � 1 rn ��r��„ � G�J � � Q�qO REGjsF �� ( s. e'} � , �' � > LOT 5 �. .�.••., r �, F, � ��G '••'9 ;; , , r., � " A RESUBDIVISION OF lOT 1 , BLQCK 1 , � .r,�-M.� � �.,� �`- . . LI �. :7�. a� :. / ,�""�� / " * ; ` ^ . ` � VAIL LIONSHEAD SECOND FILING �',� ONSHEAD CIRCLE � ,: ;� � , � I I , .� 4 . , _ , , . . . , . � ,_ � 27Sg ? (R.O. W. VARIES) PUBLIC RIGHT� OF°-- Wl�Y I ------ `• - --.�' ----- r� pAT� : _� __ _l.� - __-------- t�-� -�� . � oEL�-�osa•�s �oo J I BRENT BIGGS Q�•.� l � •' � L J COLORADO P. L. S. No. 275 F,j� �•....••�� _... -- --- -- - '_ ""� I FOR & ON BEHALF OF PEA TANT5, INC. � . � �'�..� -_ � � � 20' UTIUTY EASEMENt (REGEP?ION No. 134354) I � � � �„ ,s+""'°� �„/°� __._- �� ----� � � ..+, -_- _'_" _._ _... �.... . ` � ~_ `s- � �� _� ` .. . . . . . . . . . .p . \ � . . � � . .. / � ' ��' FOUND 2" BRASS CAP, ` � ' , FOUND No. 5 REBAR WITH I VAIL LIONSHEA� � � / �.. L, S. Na. IL.LEGIBLE � ` YEI.LOWPLASTIC CAP, L. S. No. 265$ .� SOUT� ANGLE POINT OF TRACT A, CONDQMINIUfdIS � � I ( NELD POSITION FOR /AIL/LIONSHEAD FIRST FILING � �� ` 1 VAIL/�IONSHEAD FIRST FILING) ` I ' (HELD POSITION FOR � I � „ E ,� 1`� � � VAL/LIONSHEAD FIRST FILING ) ° pG}��A�� IR�-� �iI.IN } TRACTS I �t J - � 5 � I � �' d � 1�5g V P��..��iC}��, p�" L�T 6 � �E��P' �� MOIVIUNO � - ,,, NIg' `�2�p� RpTPT14�Na� r + �� P7 A RESUBDIVISIO(� CiF LOT 1 , BLOCK 1 , (NEI.O Ra ��EE ��N`� VAIL/LION5NEAD SECOND FILING ... � I , � - � � ; . CURVE TABLE LINE TABLE r , - � CURVE DELTA RADIUS - LENGTH TANGENT CHOR� �HORD BEARING LINE LENGTH BEARING , t, / ; C1 05'38' 35" 3650. Q0� 359. 48' 179 . 89' 359 . 34` N�9 '46 � 26 "E _ �� 18, 35' N01 'Q4'46 "E , ,/ C2 88'28' 45" 25. 00' 38 . 61 ' 24. 35' 34. 88` N43°09'54 " W L2 140 . 00' N84'26 ' 13" W ' ` C3 8531 ' OC1" 96 . 00' 143. 28' 88. 77' 130, 35' S41 °40'43" E �3 397. 15 S86 '23' 13" E 11 . 0' 22. 2 � C`� 88'03' 00" 101 . 00� 155. 21 ' 97, 62' 14Q. 38' N40'24'43° W L4 61 . 05� S72'16'47 "W � � • , � ' ' " L5 15. 68' N10'04' 13" W Y `t '� PLANTER "r, �. � C5 90`00 OD i 123. 00 193. 21� 123. 00 173. 95 N48"36 47 E , . , 32. 3 Ki N 11 . 1 0. 3' M PLANTER r,y C� 21 20 00 237. 37 88. 38 44. 71 87. $7 S82 `56 47 W L6 50. 34 N30 24 07 E ` 22 , 0� C7 97'39 '00° 86 . 08' 146 . 71 ' 98. 42' 129 . 59 � S5 �'53` 4�° E L7 32. 50' N04'05'S3'� W ' , �n ia 23, 2 ' -- 0. 7� C8 40`28� 20° 167. 01 ' 117. 97' 61 , 57' 115, 53� N10"09 ' 57 °E �8 78. 40" N50 '49 �25° E L9 53. 00 NO2 06 55 W . ' . . : � I . . . . � . . � �. � � . � � . � . � M � . �' � � � � � � n r � � e . ' � n � a . r u . . . � . � � . . . � . � . C� 34'30 Od 140. 00 84. 30 43. 47 83. 03f Nt 3 09 07 E , , C1a 91 '03 02 25. 00 39 , 73 25, 46 35 , 68 N41 '25 3�3 E L10 40. 55 N64'201�8 E ` � . � �, � , � , . � �� , , � .� �, i RIDGE = 8200. 7 Ci 1 d5 47 59 3650, 00 369 . 45 184. 88 369 . 29 N�2 24 21 W L11 140. 00 N84 26 13 W " ` , .� � , , , , „ N � ^ C12 52'07 26 151 . 00 137. 37 73. 85 132, 68 N58'22 3Q W � N C13 144'40' 19'� 46 . 00' 116 . 15' 144. 45` 87. 66 ' S12'06 ' 04"E - - .. � WOOD AND STONE r � C14 64'S3'S5" 25. 00' 28. 32 ' 15. 90' 26 . �3' S28°18' 2�"W , SINGLE STORY MULTI - USE STRUCTURE ,ri ' SLAB ELEVATION = 8181 . 1 N C15 06'00' 02" 3650, 00' 382. 25' 191 . 30` 382. 08 ` S89 '51 '22 "W C16 59'47' 20" 25. Od 26 . 09' 14. 37' 24. 92 ' N28'48' 54 " W � ' (UNDER CONSTRUCTION ) C17 26°11 ' 35'� 25. 0�� 11 . 43� 5, $2 � 11 . 33 ' S73'S1 � 21 °' W C1 $ 28'41 ' 42 " 25. 00� 12. 52 ' 6 . 39 ' 12 . 39 ' N73`03' 25" W ' 12 , 2 ' _ . , �� , � . � ,� r C19 1 15 54 3650. ad 80. 59 40, 29 80. 58 N86'30 41 W . � �� , � � . , �� C20 1 31 36 ' 3650. 00 97 . 26 48. 63 97 . 26 N �6 38 52 W C'rR .�PHI (; ,�JG .AL,�' G21 6 °3D 22 46 . 0� 5. 22 2. 61 5. 22 S56 'S� 55 W � F C22 5`51 '51 " 3650. 00' 373. 57 ` 186 . 95' 373, 4C7' N82°56` 4 �" W ;, 75. 6 � a 40 D 20 40 SO .� ( IN FEET ) � a ' 1 inch = 40 ft. � � . . . 1 . � . � . � . � � � . . . . � . . � . � . . � � . . . � . � . � . . � . � �. � . � � . . . . . . . . . . . . . . . . � � . . . . . � � Y . � . �. . �� . . . . . . . . . . . . . . . � . � . . � � . � . � . � . . . � . � . . . . � . � . . . . � � . . . . . . . . .. � � �� : . � � . . . . . . . . . . � . . . . . . . �. � : �. � N . � . � . . . . . . . . . . . . . . .. � � . � . . . . . . . . . . . . � . . . . . . . . . . . . � . . . � . d' � = - �f��; � �" � �"�� ; N ; , �".�� °�� J m f.-° � �� a�e � . II�PROVEMENT �OCATION CERTIFICATE �, �, �� :�, �`� � e� � �� ' : LOT 1 , BLOCK 2 � � , �� .°4r� gq r ` . � _ ` . � � .� .: _ a _-.� rv._ �� ; VAIL f LIONSHEAD , FIRST FILING ' °° � TOWN OF VAIL , � � ' � . DETAIL A �w A - . _ . _ �____ �_._�..� �.�..�.� � . EAGLE COUNTY , COLORADD ' ' ' _ ' SCALE: 1 " = 10 ' � � PEAK LAND CONSULTANTS, u�rc. - ; DRAWN : JF REVIEWED: BB . , � N � , .�� . .. � . � . . . . . . . . ., � � � � � . . . . . . . . . . . . . . � . . � . . . . . . � PH:(970}476-8644 FAX:(470k176-$616 m , SHEET 1 of 1 N IOOOLIONSRInGELOOPVAIL, cog��s� DATE, 01 /03/10 PLC JOB #: 1285 , 2 � , o . 0 . . N . . . . . . . . � . . . . . . . . . . . . . . . � � . � . � . . � . . . � � . . . . . . . . . . . . � . . . . . . . .. � . � . � � .. � ... . . � . � . . . . . . . . . . . . . � . . . . . . . .. . . , . . � � � . . ,/,. . . . . . . . � . . . � � . . � . � . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . � . � . . . � � �. . . . . � . . .. . . . . . � . . � � � � . . . � . � � . .. . . . � � � : . . a , F ; ; g, � . . ... . . . . . . . . � � � . � . . . . . . . . . . . . � . � � . � � . . � . . � . .. .. _ .. . . � . . . .. . . . . _. .. � . . � . . . . ._. . . .. . �. . . . . � . � ..,,..:.�.�� ._._.. � ,.-�.�� - ..� .-:.�.�_.,�-, � ____ .......---- . _._._��.._.w.,�*",_ ;.. ��^�..., � ��_....-�-. � � ��-�----- � . . . � . Zi"/ . . �� F�3 �� . . . ,. . .. . . . . . . . . �� . . , �� . . . � A �� . . . . � � �z . k� �� fJ� ... � � . T � VOLUME TWO VOLUME ONE �A :��-�' � Y �'� � � � �. �,�� a� � SHEET INDEX SHEE°f ItVDE�C SFiEE?° IN � EX � JC� �iNS � � DEPARTMENT OF TRANSPORTATION SHEET PRUJEC� �� ! ISSUE CURREtVI' � FiEET PR�JECT I�� IJE GIBRFtEtdT � �, �� sTarE oF co�o�a,�o NUMBER AREA SFiEE'T IVAME NUMBER ISSUE ��a°TE Nll6VIBER AREA SHEET NQME NIJRII � ER ISSIlE DATE � �''"�� : ��, � : � �IONSHEAD TRANSPORTATION CENTER 1 GENERAL T U TU L � '�S �ti� � ` SOUTH FRONTAGE ROAD (US HWY 6) IMPROVEMENTS �' �� 1 6 . 30 . 2010 �001 VOTES 1 6 . 3� . 2Q � Q � � . . . "� - � �;a �a � � . . . EaG�E courvTY G001 INDEX 1 6 . 30 . 201Q �002 VOTES 1 6 . 30 . 2010 ' NTP SuBM�TTA� G002 GEIVEB�L INF� F'�M/�Tlt� f�l 1 6 . 30 .201Q �003 VOTES 1 6 . 30 .2010 copyrighf 2010 ! AccESS PERnniT s � ooss G100 GODE ,�N�OL.YSIS - PRC�JEGT �4MPLETION 1 6 . 30 . 2010 i01 � AREA C � RIVE IN / DRIVE (� UT ELEV,ATION 1 6 . 30 . 2Q10 2 0 � rch itectu re I nc . ISSUE 1 DATED 06/18/2012 G101 COG� E ARIALYSIS � DURING CONSTRUCTION 1 6 . 3Q . 201Q � 10Q AREA A =C0 BLDG - LEVEL 0 � 6 . �a . zo � o 4 4 2 REFERENCE 5101 AREA A =C0 BLDG - LEVEL 1 1 6 . 30 .2010 owNeR TowN oF va�� 11x17 SET ISSUED BYALPINE ENGINEERING , iNC. R000 ARCFilTE�Tl1 �L SITE PLf�IV 1 6 . 30 . 201Q � 102 AREA A =C0 BLDG - ROOF FRAMIN � PL�N 1 6 . 30 . 2010 DEPARTMENTOF PUBLICWORKS 1309 ELKHORN DRIVE sHEETS � -4s 3. 1 CIVIL 5120 AREA A =C0 BLDG DETAILS 1 6 . 30 . 2010 vAi�, co s� s32 C001 SITE PLAN NNC? t� (�l"ES 1 6 . 30 . 2010 � � 21 AREA A =C0 BLDG BRIDGE DETAIL� 1 6 . 30 .20 'IO t: 970.479.2158 C002 EXI �TI (VG �� NL ITICINS 1 6 . 3Q .2010 �200 AREA C 3TAIR � LVL 1 1 6 . 30 . 2010 aRCHiTECT a24o aRCHrrECru� iNc C003 EXI �TIRlG CC} NDITIQ �I S 1 6 . 30 . 2Q10 S20 '1 AREA C �TAIR - LVL Z � 6 . 3O . ZO 'IO 3003LARIMERSTREET C004 EXI�TIN � CC7IVL� IT1 (3NS 1 6 . 30 .2Q10 5202 AREA C 3TAIR - LVL 3 1 6 . 30 .2Q10 oENVER, coso2os t: 303.292.3388 f: 303.292.3113 C005 EXI �TIN � �C? NDl1" IONS 1 6 . 30 . 2010 S2Q3 AREA B ' EDESTRIAN WALKWAY 1 6 . 30 . 2Q10 c�v�� ALPINE ENGINEERING INC. CQ10 L�,NE LAl'� UT E'LAN 1 6 . 30 . 2010 5204 3TAIR - NORTHEAST 1 6 . 3O . 2Q1 O ENGINEER 34510 U.S. 6 UNITA9 EDWARDS, CO 81632 C011 GI�DI [V � PLAN 1 6 . 30 .2010 �211 AREA B � EDESTRIAN WALKWAY DETAIL� 1 6 . 30 .2010 t: 970.926.3373 f:s7o-s2s-s3so G012 AREA G GRA� IIVC� F' t�eN 1 6 . 30 .201Q �212 ARE� C � EDESTRIAN WALKWAY DEl°AIL� 1 6 . 30 . 20 'IO SURVEYOR PEAKLANDCONSULTING , INC. 1000 LIONSRIDGE �OOP G013 AREAA TRANSIT � 111L � ING GRADWG 6' LAN 1 6 . 30 . 2Q10 �213 � RIVE IN 1 DRIVE OUT QETAIL� 1 6 . 30 . 2010 vA��, co $� s7s C014 GRADING F� L�A(V 1 6 . 30 . 2010 5214 AREA C �IEW STAIR PENETRATION C� ETf�IL� 1 6 . 30 .2010 t: s7o.4�s.ssaa C015 TYPI �AL � E�TI(aN � 1 6. 3Q . 2Q10 i215 � EW STAIR PENETRATION DETAIL� '� 6 . 30 . 2010 LANDSCAPE MARYHARTDESIGN POST OFFICE BOX 8258 C016 tJTILIl"1° PLAN 1 6 . 30 .2010 �216 dEW STAIR CANOPY DETAILS � 6 . 30 . 2010 BRECKENRIDGE, co so�24 G017 ClETAIL� 1 6 . 30 .2010 5300 �YP CORICRETE DETAILS 1 6 . 30 . 2010 t: so3.43� .s� oo STRUCTURAL MARTINIMARTIN, INC. C018 DETAIL� 1 6. 30 . 2010 �311 �YP FOOTING DETAILS 1 � . 30 .2010 ENGINEER 12499WESTCOLFAXAVE. , C019 TF2AIV � IT � l1iLDING � U � DRAIN PLAN 1 6 . 30 .2010 �312 �YP FOUNDATIC? N WALL DETAIL� 1 6 . 30 . 2010 �+KEw000, coso2� 5 t: 303.431 .6100 3 . 2 LANDSCAPE � 313 �YP GRADE BEAM DEl'AILS 1 6 . 30 . 201 Q � 1QQ LANL�SC�F' E ANL� SIDEWALK PLAN 1 6 . 30 .2010 �316 �YP SOG DETAILS 1 6 . 30 .2010 MEP BEAUDINGANZECONSULTING ENGINEER ENGINEERS, INC. L101 IRRI �ATI (� N PLAfV 1 NOT ISSUE � ' � 319 ZETAINING WALL DETAILS � $ . 3O . 2Q 'I O 110. E. BEAVERCREEK BLVD. su�TE2o2 ' AVON, CO 81620 L102 PL�f�I" IRIG � El"AILS 1 6 . 30 .2010 �320 I-YP CIP COLUMRI DETAILS 1 6 . 30 . 2010 t: s�o.s4s.s� os L103 SITE DET�4IL� 1 6 . 30 .2010 �35Q �YP CIP SLAB DETAILS 1 6 . 30 . 2010 4 ARCHITECTURAL ' �400 -YP MAS4NRY DETAILS 1 6 . 30 .2010 � A100 AREA A BASEn/lEfVl" LEVEL PLARI 1 6 . 30 . 2010 �500 -YP STEEL DETAILS 1 6 . 30 . 2010 Z _ A101 AREA A FIRST FLQCIR I' LA(V 1 6 . 30 . 201Q 5540 1'P METAL STUD DETAILS 1 6 . 30 . 2010 � A102 AREA A R(�OF PLARI 1 6 . 30 . 2010 �541 -YP METAL STUD DETAILS � 6 . 30 .2010 � � � I_I_I � A103 AREA A REFLE�1"EL� CEILiNG PLANS 1 6 . 30 .2010 a600 ''1/OOD TRUSS ELEVATION 1 6 . 30 . 2010 '--- � Z � . A110 AREA A ENL/�R� EL� RESTRC)OIVI FLAN 1 6 . 30 .2010 S601 "VOOD TRUSS DETAILS 1 6 . 30 . 201Q � y �.0 � � A111 AREA A EIVLARGE � PL� PLAN 1 6 . 30 .2010 5602 �/QOD FRAMING DETAIL� 1 6 . 30 .2Q10 L1�1 � W � A120 AREA A � UILLlING ELEVAI"IONS 1 6 . 30 .2010 �643 'VOQD FRAMING DETAIL� 1 6 . 30 . 2010 � p� � J � A121 AREA A BtJILDIN � ELEi/A1�IOfV � 1 6 . 30 . 2Q10 6 . 1 MEGHANICAL � �"' pC � 0 A130 AREA A BUILDIN (� � EGl"IC3iV5 1 6. 30 .2010 I� Q00 VIECHANICAL COVER SHEET 1 6 . 30 .201Q � Q �' u� � A131 AREA A BUIL� I (V � � ECTI� RIS 1 6 . 30 . 2010 [VI001 VIECHANICAL SCHEDULES � 6 . 3Q . 2010 � � � � � A140 AREA A WALL � E�TI4iV � 1 6 . 3Q . 2010 fVIQ02 UIECHANICAL SGHEDULES 1 6 . 30 . 20 '10 � W � � � A141 AREA A WALL SE�TB � RBS 1 6 . 30 .2Q10 (� 003 VIECHANICAL SITE PLAN 1 6 . 30 .2010 � � � � 0 � ~ W � A150 AREA A WALL TYPE� 1 6 . 30 .2010 1� 100 . 01 AREA A VIECHANICAL BASEMENT LEVEL 1 6 . 30 . 20 � 0 � A151 AREA A UVIN � U /�C�C) R PE� AND SCHEDULE 1 6 . 30 . 201a fV1100H AREA A HVAC FIRST FLOOR PLAN 1 6 . 30 . 2010 � � � � A152 AREA A DOC3R DEl"AIL� 1 6 . 3Q .201Q Nf10QF� AREA A PIPING FIRST FLOOR PLAN 1 6 . 30 . 201 � � � � � — A153 AREA A MA-fERI�L aCHEDl1LES 1 6 . 3Q . 201Q � 101 VIECHANICAL ROQF PLAN 1 6 . 3Q .2010 W � Z � j A160 AREA A EXTERlOi� � ETAILS 1 6 . 30 .2010 IVi200 V1ECHANICAL DIAGRAMS 1 6 . 30 . 2010 = ,Z � 0 A161 AREA A EXTERItaR L� ETAILS 1 6 . 30 .2010 1� 300 VIEGHANICAL C4NTROLS 1 6 . 30 .2010 y y = A162 AREA A EXTEF� IC? F� L� ETAILS 1 6 . 30 . 201t7 91� 3Q1 I�IECHAIVICAL CONTRULS 1 6 . 30 . 2Q10 � � � ' y A163 AREA A RC�QF DET'I�ILS 1 6 . 30 . 2010 6. � ELEGTRIGRL m J A164 AREAA ROOF DET'A�IL� 1 6 . 30 .201Q E000 ELECTRICAL COVER SHEE�" 1 6 . 30 .2010 � � W A165 AREAA TERFtACE C� EI"AIL� 1 6 . 30 . 2Q10 E001 ELECTRICAL SCHEDULES 1 6 . 30 .201 � � m � A166 AREA A TERRA� E DE1"AIL� 1 6 . 30 . 2010 E002 ELECTRIGAL SITE PLAN 1 6 . 30 . 2010 � v A170 AREA A INTERIf� R ELEilf�Tl(�NS 1 6 . 30 .2010 E1 Q0 AREA A ELECTRICAL FIRST FLOOR PLAN 1 6 . 30 . 2010 � � A171 AREA A INTERIOR � ETAIL� 1 6 . 30 . 2010 E100 . 0 'I AREA A ELECTRICAL BASEMENT LEVEL 1 6. 30 .2010 A172 AREA A If�l"ERIC) � TILE P'ATTERRI PLAN/ WOOD 1 6. 30.2010 E100L AREA A ELCTRICAL LIGHTING FIRST FLC�C� � F' LAN 1 6 . 30 .201Q �`�°� � L � � �' E101 AREA A ELECTRICAL ROOF PLAN 1 6 . 30 .2010 A200 AREA B BRI � GE AN � �1"AIR � E (� C) LITION PLAIVS 1 6 . 30 . 2010 E300 AREA � SOUTHWEST STAIR ELECTRICAL F'LAN 1 6 . 30 . 2Q10 - A201 AREA B PEDE�TRI,�IV WALK F' LAM1I 1 6 . 30 .201 � �4�p ELECTRICAL ONE-LINE DIAGRA�/1 1 6 . 30 .2010 A202 AREA B PEDESI"F�I1�N VVALK ELEVAI"IQNS , 1 6 . 30 . 2010 7 FIRE PROTECTIORI SECI- IC) f�9 a $e � ETAILS FPOOQ fIRE PR�TECTION COVER SHEET' 1 6 . 30 .2010 A203 AREA B PE � E�TRIA6V VVALK ELEVATIONS 1 6 . 30 . 2010 FP100 P.REA A fIRE PROTECTION FIRST FLO� R F' L/�R� 1 6 . 30 . 2010 A204 AREA B WE�T F' E � o I�MP PLANS , E �.EVATIONS & 1 6 . 30 . 2010 FP100. 1 AREA A fIRE PROTECTION BASEMENI" LEVEL 1 6 . 30 . 2010 SECI'IC) RI � A205 AREA B WE�l" PEC� . f�e4iVIF' PLANS , ELEVATIONS & 1 6 . 3Q . 2010 , SEGTPON � � A206 AREA B GARACE STI�lR EX�ENSIOfV PLANS AND 1 6 . 30 . 2010 � F('�R CONSTRUCTION 6. 30.2010 EL��QiTI � � � ISS. # DESCRIPTION DATE A207 AREA B GARAGE �TAIR EXTENSIQfV PLANS AND 1 6 . 30 .2010 ELE�/�TI � NS ARCHITECTS PROJECT N0. : 21064. 04 A300 AREA G DEI� tJLIl' iCJfV PLAfV � 1 6 . 30 . 201Q A301 AREA C FLC)OR PLAf� � 1 6 . 30 .2010 A302 AREA C FL�C) R PL.ACVS 1 6 . 30 .2010 A320 AREA C Bl11LC� IR1t� ELE�/AT14N � 1 6 . 30 . 2010 A330 AREA C � UILCIIN � � EC�"IONS ARiD ELEVATIONS 1 6. 30 .2010 A331 AREA C Bl71LL� IN � � EGTIC) NS ANC� ELEVATIONS 1 6 . 30 .2010 A340 AREA C WALL SEGT9 � NS 1 6 . 30 . 2010 ' A360 AREA C DE1"AILS 1 6 . 30 . 2010 KEY PLAN � � � INDEX a � . . . ..m � N . � � � � � � , . � . . M � : . . . . . . . . . . . � . ,.. cf' . . . . . . . . . ... V � . . . . . . . . . � O � � . . . . . . . . . . . �. � . . . . . . . ��. � � � p . � . � � . . . . . . . � __ . N . . . . . . � : . . � . � . . � � . . . -.� � . . . . . . . Pr- � � . . . . . ., . . . _:.. � .. . _.. . . . _ .,.� „ . . ,.. ._. .. . . . , .. _ . ., .::.. . ... :.... . ....... .:.__.. . �.,., .� . , . , �,:..�n-- . . . . ... . � . . . , ... . _:.. , , :._ . ..._.. ... ,.. _.. . . � . . . . , . .. . _.. ... .. . .... . .. . . . . . . _ ..�m-�..r,�.,. . . � < � i . � . ,_ u �. . w .,.4 . �< <... , . ,. . __ >._ . o.,. ,�-��-,��. . . , .� . ... ._. , ��. . ...... .. . .. °*. ....... . ... . . . .. . . . . .. . . . . . . . . . . . . . . .. . . . . � � . . . . . . . . . . . . . . . .. . .�«�.. . � . p� �',�Pe 3�a : �ia . � . . . � � � . . . .. � � . � . � . . . � . � . . . . . . � . . . � . . � � � 5r �� . Nz3 . F DRAWING �YMBQLS GENEF�AL C) TE � � � �.�� c�� c�� . �� s � A � � � �/ IATIONS � ��, ��p �� E. 14�4E� E�AL � w �� . . . � . � . . . . � ' � V � � �. . 4./ iY ;:R . , , � . ACT - AtOUSTICAL CEI �ING TILE fv1FR. - MANUFAGTURER AES - AtCHITECTURAL EXPOSED STEEL MIN - MINIMUM � � � `�� . � �.. �� REFERENCE AREA A. F. F. - A{OVE FINISH FLOOR MTL. - METAL �,, GRID LETTER X BUILDING TRANSVERSE GRID 1 . ALL WORK SHALL C� MPLY IR1 EVERY ASPECT WITH THE �ATEST REQUIREMENTS OF ALL STATE AND �OCAL ALT - AITERNATE MR - �/iOISTURE RESISTANCE �2 ��. �C� � ? CODES , L�4WS, STATUTES, REGULATIQNS AND ORDWANCES. REGULATIONS AND DIRECTIONS C3F THE BIJIL�IN� ALUM - AIUMINUM NIC - NC�T IN GONTRACT � �/� ��"� � BLDG . - B1ILDING NTS - R1QT TQ SCALE i AUTHORITIES HAVING JURISDICTION ARE T4 BE C�NSIDERED AS PART OF THE CONTRACT DOCUMENTS, EX� EI�T � � � WHERE EXCEEDED HEREIN . WQRK SHALL BE PERFORMED BY JOURNEYMEN OF THE APPROPRIATE TRADE�. C. F.C. I - C�) NTRACTOR FURNISHED, Gt� NTRACTQR IPVSTALLE� OC - C) N CENTER � � � � i� `"" X PLAN , SECTON OR ELEVATION C. LP - CAST IN-PLACE OD - OUTSIDE DIAMETER DETAIL OR INLARGEMENT J - G�) NSTRUCTION JQINT O . F. G. 1 . - OWNER FURNISHED, CONTRACTOR WSTALLED GRID NUMBER �X 2. THESE GONTRACT DOCUMENTS ARE INTE�IDED TO INCLUDE ALL LABOR, MATERIALS, EQUIPMENT � - CENTERL. INE O. F. C3. 1 . - OWNER FURNISHEQ, OWNER INSTALLED X BUILDING LONGITUDINAL GRID AND SERVICES REQUIRED TO COMPLEI"E ALL WORK DESCRIBED THEREIN . IT IS THE CLG . - C:ILING copyright 2010 (3PF�. - OPPOSITE HAND RESPONSIBILITY UF THE CON�'RACTOR TO CAREFULLY STUDY THE CONTRACT DOCUMENTS AND CLR. - C.EAR PC - PRECAST CC}NCRETE {� BRING TO THE ATTENT9Q(� C}F TFiE ARCHITECT ANY CONDITIONS WHICH WILL NOT PERMIT GMU - C) NCRETE MASONRY UNIT PL - PRQPERTY LINE L�.�L,.O ArC � I IteCtU rC I r1C . CONSTRUCTION ACCORDING TlJ THE INTENTIONS OF THE GONTRACT DOCUMENTS. THE P. LAn/I - P�ASTIC LAMINATE WA�L GOF - GENTER OF FLUE ARCHITECT SHACL PROVIQE SUPPLEMENTAL INFORMATION REGARDING DESIGN INTENT WHERE FLOOR LEVEL OR LOCATION TAIL � COL. - CDLUMN pLUMB. - PLUfVIBING DATUM DESCRIPTION � X WALL TYPE �EFERENCE ACCOMMODATIONS FC)R EXISTING CONDlTIONS OR WHERE SUFFICIENT INFORMATION IS ABSENT CONC. - C�)NCRETE pLYW[�. - PLYWdOD OWNER TOWN OFVAIL WALL TYPE NUMBER FROM THE COtVTRACT DC3CUMENTS IN , ACCORDANCE WITH THE GENERAL CONDITIONS. COW - C:NTER OF WALL pT - PRESSURE TREATED DEPARTMENT OF PUBLIC WORKS LEVEL � LEVEL OR DATUM ELEVATION GT - CERAMIC TI �E F'TD. - PAINTED 1309 ELKHORN DRIVE 3, ANY PROP(JSED SU �Sl'ITUTION OF SPECIFIED MATERIALSIPRODUCTS SHAL� BE PRESENTED TO THE VAIL, C0 81632 � EL= X' - X" CPT. - C.RPET R _ �ADIUS ARCHITECT FUR REVIEW , ! N ACCORDANCE WITH PRQCEDURES DESCRIBED IN THE SPECIFICATIONS. p�A. - D�METER �B - RUBBER BASE t: 970.479.2158 ELEVATION HEIGHT � DOOR TYPE NUMBER 101 DO�R IDEN'IFICATION SUBSTITUTIONS WILL BE C(�NSIDERED ONLY IF A M(�RE ADVANTAGEOUS DELIVERY DATE OR �ESSER DJ . - DEFLECTION JOINT RCP - REFLECTED CEILING PLAN COST WITH GREDIT TO THE �WNER ARE PRCIVIDED WITHOUT SACRIFICING QUALITY, APPEARANCE, p�/G. - DZAWING RD . - RODF DRAIN ARCHITECT 4240 ARCHITECTURE INC FINISH CEILING OR AND/OR FUNCTIOfV . UNDER NO CIRGUMSTANCES WILL THE ARCHITECT BE REQUIRED TO PROVE THAT 7NE ��} - E:ISTING RE : - REFER TO 3003 LARIMERSTREET SOFFIT DESCRIPTION � SUBSTITUTIQN IS OR IS R10T EQUAL TO TH � QUALITY OF THE PRODUCT SPECIFIED. INITIATING A EJ - E;PANSION JOINT REQ'Q - REQUIRED DENVER, CO 80205 REQUEST FOR SUBSTITUTION DOES NC?T AUTHORIZE THE ClJNTRAGTOR TO CHANGE THE SPECIFIED E�. - EIEVATION PRODUCT UNTIL THE ARCHITECT AND OWfVER HAVE APPRC)VED THE SUBSTITUTION . RO - ROUGH OPENING t: 303.292.3388 f: 303.292.3113 LEVEL WINDIJW TYPE A3 WINDOW IQ:NTIFICATION ELEC. - EIECTRICAL RpW - RIGHT OF WAY CML ALPINE ENGINEERING INC. � CEILING HEIGHT REFERENCE NUMBER EL.EV. - EIEVATQR � EL= X' - X" CONTRACTC� F2 SHALL SUBMIT SHOP DRAWINGS, CUT-SHEETS, AND SAMPLES WHEN REQUIRED BY THE �� - SOLID CORE ENGINEER 34510 U.S. 6 UNITA9 4• FD - FIOOR DRAIN SPECIFICATIONS , FOR REVIEW BY THE ARCHITECT PRIOR TO COMMENCING W ITH RELATED WORK. ALL SHT. - SHEET EDWARDS, C0 81632 CLEAR HEIGHT � �� WORK RE�ATED TO SUCH SRMPLES SHALL CONFORM WITH REVIEWED AND ACCEPTED SAMPLES, WORK FEG - FRE EXTINGUISHER CABINETS SIM. - SIMILAR t: 970.926.3373 f:970-926-3390 WHIGH DOES RIOT COfVFORM SHALL BE REIVIOVED AND REPLACED AT THE GONTRACTOR'S EXPENSE . SU �- FH - FNISH HEIGHT SPEC. - SPECIFICATION 1Q1 FIN . - FNISH ;S - STAINLESS STEE� SURVEYOR PEAKLAND CONSULTING , INC. ROONI IDEN'IFICATION CONTRACTORS SHALL SUBf� IT FOR REVIEW THROUGH THE GENERAL CONTRACTOR. ALL SUBMITTALS F. F. - FNISH FLOOR 1000LIONSRIDGELOOP � AND SAMPLES SHALL BE SUBMITTED IN SUCH A MANNER AS TO ALLOW ADEQUATE TIME FOR REVIEW , AS STD. - STANDARD VAIL, C081675 DIRECTED IN THE SPECIFICATIONS, AND AS NQT TO DELAY WORK IN PROGRESS. FRT - FRE RETARDANT TREATED DRAWING NUMBER R�OM NUMBER FRP - FIlER REINFORCED PLASTIC Sl"RUC. - STRUCTURE (STRUCTURAL) t: 970.476.8644 5 ALL WORK SHALL BE �REGTED PLUMB, LEVEL AND TRUE-TO-LINE IN ACCORDANCE WITH BEST PRACTICES FO - FlCE OF T. B. D, - TO BE DETERMINED LANDSCAPE INARY HART DESIGN X X BUILDING SECTION REFERENCE OF THE TRADE, (VIANUFACTURER'S INSTRUGTIONS FQR THE PARTICULAR PRODUCT, AND IN ACCQRQANCE FRP - FI4ER REINFORCED PLASTIC T. p , - TOP OF PQST OFFICE BOX $258 XXXX XXXX UIVIT TYI� E WITH THE SPECIFICATION�. ' FVC - FItE VALVE CABINET T. O . D. - TOP (�F DECK 6RECKENRIDGE, C080424 GALV. - G�LVANIZED T.C1 . � . D. - TOP OF STRUCTURAL DECK t: 303.431 .6100 RE : XIA4XX UNIT IDENTI=ICATION 6. ALL APPLICAB�E LOGAL G(�VERNf�ENTAL AGENCIES SHALL BE NOTIFIED BY THE CONTRAGTOR WHEN GW� - G"PSUM WALL BOARD TYP. - TYPICAL STRUCTURAL MARTINIMARTIN, INC. SHEET NUMBER THERE IS A NEE� OF IfVSPECTlQNS REQUIRED BY THE APPLICABLE GODE OR BY ANY AUTHORITY HAVIRIG GC - GWERAL CONTRACTOR t�(}� - UNLESS OTHERWISE NOTED ENGINEER 12499 WESTCOLFAXAVE. � JURISDICTION . GFRC - GIASS FIBER REINFORCED CONCREI'E VCl' - VINYL CC3MPOSITION TILE LAKEWOOD, CO 80215 ENLARGED PLAN 7. THE CONTRACT'OR SHALL BE f�ESPONSIBLE FC)R THE SAFETY AND CARE OF ALL PERSONNEL AND OF HDWR. - H�.RDWARE VIF - VERIFY IN FIELQ DRAWING NUMBER REFERENCE ADJACENT PROPERTIE� DURING CONSTRUCTIC7N , FOR COMPLIANCE WITH FEDERAL AND STATE O. S. H .A. HM - HOLLOW METAL V�t/ - 11�f�TH t: 303.431 .6100 REGULATIQNS, AND FOR THE PROTECTIt�(V OF ALL WQRK UNTIL 1T IS DELIVERED TO THE OWNER. H . P. - H13H POINT WD. - WOOD MEP BEAUDIN GANZE CONSULTING HT. - HEIGHT Wip - WITHOUT ENGINEER ENGINEERS, ING. X WALL SEGTION REFERENCE 8. ALL DIMENSIONS NOTED TAKE PRECEQENCE . "NTS" DENOTES NOT TO SCALE. IN NO CASE SHOULD 1'HE MACH . - M.CHWE WWF - VVELDED WIRE FABRIC 110. E. BEAVER CREEK BLVD. SUITE 202 DRAWINGS BE SCALEC► F(�? R DIfVIENSIONAL INFORMATIUN . MDF - M[ DIUM DENSITY FIBERBC7ARD �X REVISION NUMBER � REVISION N)TE REFERENCE MECH . - M[CHANICAL AVON, CO 81620 9. THE CONTRACTOR SH�,LL VERIFY AND CC?ORDINATE ALL OPENINGS THROUGH FLOORS, CEILINGS , AND WALLS t: 970.949.6108 SHEET NUMBER WITH ALL ARCHITECTUE2AL, STRUCTURAL, MECHANICAL, PLUMBING , E�ECTRICAL AND OTHER DISCIPLfN � DRAWINGS AND SPEGIFICATIC?NS AS WELL A8 EXISTING CONDITIQNS. � SHEET ' 1 / A101 � 10. ALL DIMENSIONS ARE l"C} FACE OF GYPSUfVI WALL BGARD AT INTERIOR WALLS, UNLESS OTHERWISE NOTED. � NUMBER_ MATCHLINE Z i ! � • v � DRAWING NUMBER --► X DRAWING -- � / � � 0 � � 11 . ALI. DOOR JAMI�S ARE 6" FROM ADJ,�GENT WAL�, UNLESS OTHERWISE NOTED. 0 NUMBER 12. WHERE WORK IS INSTfiLLED OR EXISTING �INISHES ARE DISTURBED, SUCH AREAS SHALL BE REFINISHED TO '°'° � t SHEET NUMBER XXXX EXTERIOR ELEVATION REFERENCE MATCH THE AREA PRl � R TO l'HE �ISTURBANCE. � I n � �J � � — GRID LINE 13. THE CONTRACTOR SHALL CHECK AND VERIFY THE CONTRACT DOCUMENTS WITH FIELD CONDITIC?NS, � I � � I 1 �IF � � 1 Y 1 �� I � � � � CONFIRMING TI-iAT ALL WORK IS BUI �DABLE AS SHOWN, PRIOR TO PROCEEDING WITH THE WORK. � Z � �_�� EXIT PATH VERIFY ALL SPACE DIMENSIQNS AS SHOWN WITH EXISTING JOB CONDITIONS BEFORE STARTWG � CONSTRUCTION . THE CONTRACTOR SHALL NOTIFY THE ARGHITECT IMMEDIATELY IF ANY � y � � DRAWING NUMBER - X DISCREPANGIES EXIST', F�RIOR TO GOMMENGEMENT (�F WORK AS SOON AS POSSIBLE, THEREAFTER. � Q ,� J *�► � � • � � � 1 HOUR RATD ENCL(3SURE �UILDIiVG 1�1�DiESS : 14. EACH MISCELLANEOUS ITEI� OF CUTTING , PATCHING OR FITTWG IS NOT NECESSARILY INDIVIDUALLY DESC�I �EC� 350 SC�1TH FRONTAGE ROAD, VAIL, COLORAD� 81657 �' � XXXX x INTERIOR ELEVATION REFERENCE IN THE DOCUMENTS. THE ABSENGE OF SPECIFIG DESCRIPTIONS OF CUTTING, PATCHING , OR FITTING REQCDIF�ED � � � � � ° X �� +� � • � � 2 HOUR RATD ENCLOSURE TCl PROPER�Y ACCO�lIMODATE THE SC� PE OF WORK SHALL NOT RELIEVE THE CONTRAGTOR FROfVI THE �p��(; ; � p� � � SHEET NUMBER X RESPONSIBILITY TO PERFORM SUCH WOI�K AS REQUIREQ. GENER�L USE QISTRICT � "Q � � � _ -�-- - - PROPERTY IINE 15. ANY QUESTIQNS REGARDING THE INTENT OF THE DRAWINGS C?R SPECIFICATIONS ARE TO BE CLARIFIED � � � WITH THE ARGHITECT PRlOR TO QRDERING MATERIALS QR PROCEEDING WITH THE RELATED WORK. T�TAL. SITE ARcA: (SQUARE FEET} � Z � � 30 ,974 >F � W � O � C3 -� DRAW WG NUMBER LOT CCDV�RA SL (6QUARE FEET AND PERCENTAGE) � � � Q (� X DETAIL SECTION REFERENCE � Z y � U �X NEW AND EXIS'ING IMPERi/IOUS SURFACE CALGULAI'i�[V�: 0 � " NEW : 1 ;938 SF � � W � � SHEET NUMBER EXISTIfG : 3,264 SF � W F� W � � z ~ Q1 P�4RCEL NUNIBIRS: � � � /' � a � 0 PAI2G@. 1 : � y y a C1� '� � cr� LEGAL )ISCRIPI'ION : � � � o MATE RIAL SYM LJC/ LS LO �/"\� I � � � L�T 3, A RESUBDIVISION C7F LOT � , BLOCK 1 , VAIL/LIONSNEAD, S�G�fVD FI �IIVG , � y W ACCOR3ING TO THE PLAT REGORDED JANUARY '97, 1975 IN �OOK 23� �T PP,GE 328, COUNTY � � � OF �ACLE , STATE OF COLORAQO . PARCE. 2: C.� �..� BATT � � W"" " ��"" WOOD �' � � � , PLYWOOD LEGRL )ISCFtIPT10N : � INSULATION .. _. . BLQCKING 1 __ __ . ___ �- , GENERAL ; , � =""` ; OR SHIMS � �� W� W W W � � ' ' ' � � '. t� f` , --� " LOT 1 , {LOCK 2, VAIULIONSHEAD , FIRST FILING , ACCORDIfVG T4 TN � PLAT RECORDED _ __.. _�.__.__. _ _: ��. V w�� !�_v �' " r ' �� I . °( MAY 181979 IN BOOK 217 AT PAGE 676, COUNTY OF EA� LE, STATE OF COLORAD(3 . �.��`°�-� ALUMINUM _�____....�____.__ > LUMBER � ,� < < � � �-, PLYWOOD ��-�. ,� ' P�OJ �GT ARE�, OJECT �I�CtIPTION : ' ��;- � � . r�- � _ :.: DETAI � k _�,-�' � � : ' . . � � � �..,w.,� _ �—��,..-�: , ! . .-� °-�� -.; - � �--��a ;M-��, ' 1 . The Work conists of eneral construction of said Work as �hown an the L�rawir� s arrd described in the S ecificatians, includin site „� 4 9 p 9 --- - �. � > : : �� _� _� =-;�°.:_ ��_�_;� Y i p emen s afthe followi g � �e,`�'a',—�y � � ' � , ' Nt7ft?N-FRON"SAGE ROA�3 �, �� : � �- '� .: � �1Yt C4V t � Il 9 .. . . . . . . . y��o��'�'M � � \ ��3�� y` `� .. � . � .� . . .. . . S .. � . � . , .. . . .. Al. : --------- � �';" . �'� ; �3� -it� a . Tran:t station with site im rovements includin bus �fo , hardsca e includin snowmelt, landscape, and pedestrian brid e , GLASS , 4 , ,_, _.� � FINISH w— GYPSUM � : T ., , , , tt.y��,5�sa�'� P 9 p P J 9 STRUCTURAL t� '': `:�.' WOOD r : . _ . . - ' � . : ' : ; BOARD �` . r • ' ` ` to existiig �ionshead parking structure. � .. ; . � . '.:. . ' ,. . �•. - , .' . '. . . � Y '. .... . � . . . . ' . '� ' ... '`_ : .. . ,. . .. :. . ,.-. . . .' ' . - ,� , � +' .. . � " t " : : ' . � � :.. �. � • .�. �. � :.:. . . : . . . ... . � . � . t ., S . � : : . .... . . ... ' . ,. . . . . . i. :. � e. � � . :. � . : �. � .�. �� _ �� . : �� fto�Q ' b. 1'ran�t station building including basement, restrooms , indaor and outdoor waiting area . Utility relocation will be required . � ._..__...........:_ .>...��._ ___.._s � ,. ___ . . ._.. _ ... . .___._..___ . , ° ' SpUTHFFtt3�1TA �A�� , „ , rc,�S . ; z � ..__, c. Raadm rovements alon South Fronta e Road includin im rovements to the intersection at East Lionshead Circle. �x ,,� �-�, � �� tia, .; _::-,..� ,_. „ .__ �. __. �� , P 9 , 9 p GLASS � _ �, :<, z 5 : :,. , GRAVEL SAND C�R : ' `*. . '-.! }r> �3 � '�,�v�"� . � � � , ' ' : _ ,.;,, . ' 3 r � , s 9 — _ ,�,�.. �� : �.� � . . : . . . . . :., : , . .,.. -: 2, ';� , ... . � . , - � : ' . . ` ` .. _ _' _r.; DETAIL , .; ,;� , ; ,, , , , , ; , , , , , , , GROUT ; f ., � . . ; ., . ,. r° _ . ,..', � g =- .=:� �� . :, e ,. ,. .. . . .. . . . .. . .. .. . ,.; , � _, t �!t�h1TAGE €. :, � ' ' ' ' ,,.<.. : : � . . . . . � � .��. �,r � �. -� , , . . . . ' : �„ , � �;.�� , ,�� ,.��. _. M�_ „ww: . - -- R� , ,-M. d . Snowmelted edestrian walkwa mcludin bnd e and ram s connectm to narthwest corner of Lionshead arkin �,F� �� ..�� , . . _ , ..: ., ' ; �". ,,; 9 �� .. ., . >s.. . ., K . .. . � M. _ . � �: � , � ,�;�.. � , ,� � . , p Y 9 9 P 9 p � � , . . . . . . . . _ .. . '" '` '.: : ,[31M11T' � ` ' � .� �_ , , P. : . _ : , ,, , _,; � , ,, M,, �; : ` � ��_ ;w ... � .,, � ,. � � . . , . . , . ; ; : � ��, _ . . _ _. � ,. . . . � � . ,,: .;r� _ ,,..._ . ,,, � . , ; : �`' ,; � �. �.� , , ,,.. , . , , :, : _ . , , , . .� , ara e and runnin alon west side of arkin ara e. Includes modificatians to existin arkin ara e for access. . ,. ,.� .�„��?� _:�. ._.:. :_.�M: __ :� , =. -. . # �, ,E _ �.�� ""`�;. . . : 9 9 , 9 9 p 9 9 9 P 9 9 9 NC7RTN dAY LOT" .. � LIC?t�51i�Ap P+��tKINCz ; ; ' . , , : ,, : . • � _ _ _, � � �ARPyGE ; a ��:.;u. � ' -� ;" ; ' � � . . , , . , . , : , ,.. � - _ _ _ � _ .� x�, , , f � _�,� �,; � , . � ; ? �v �� e. Extersion of existing exit stairs located in the l.ionsh�ad parking garage. �tairs will be extended from level 2 to level 3 , and ' n~°�; . : .; .: �. ' _ ,� �:� :. _ __ :: ' .� ' ; . . -� , . _ . . . : _ __ .. _. � � _ _..., ~ . ,. . '� m.- _�_ _._ _ PLASTIC — ,..��.-:�. .,� .�... ��-:�; UNDISTURBED ,, , r , CMU :. �.�a�Var��t� n�:. . -� , �_ . . « , , �. . �° ; �_n.� • • � : ... _.._.. , � < , „ � , �� , :�.- ,�-u ,�� £ � �. . , :� .. include � roof canopy. ----- - -- — ___ __ . . , , ;�-=,e , - � . ,.. � , `- _ ... . ' __ ..�,w,. ' :. : � . ;. .,�..k� . ..o, ..J. . . . .rv: ., . . .^ , . . I. w'xf4.^}. ....r. . ...... AyJ� ��. EARTH ' ,„ �jn�M� x_ € `�. _ . .� ,s�rs�r�u+ �. �sT�o:asrs�noc�a.�e « . . : . . E . . . . . ( . � . . . . �. _._., i ! : ......_._. _., f i � , .( � �)( . � . �I{ _ ,. : : : � , . .. , �. :%..,. k :-� , . . , :��i��:��r'"; s �� ,`�,��5� 1�=..�^. . „-, � . ' ,.. .,' C „ ��}�SJ�� I ' ��' � �5�. tl' DESCRIPTION � DATE � � ' i ... _ .. . t ' � t ��-'. . `.,, ' . "'� PGi'vAYJx^ '� .�.*-f: , j 'wo- i � r•_ . ; . .ir. s ,{ .,. ..,. .�° � . #..'.:. �_ .s � , :"�. .,'� . . . ��. . . ';_.,... . .. . , __ . : . ,. ,�+ :, � �- . : � _ � � , , : � 3 ° � _ . . . . . . . , ,�.. m,... , ,. � ; : -: g `. :; :. r , . ;; . . : € . �.: , , , . ... ,�. _ � � . , , ,r° . _ , � ,, .. :x � . , . i. .. F°� . : � . � . • — ._.. . . . .. _ ._.._ . . . . r. . _ . �-- : �? r, t q ,.. �r � \ . , , _ . ! m. ` '' f. Snaw low ath and snow stora e to w s f xi in �i n h rki � ara e includin new snow remaval access ates. , � : : , , . < . � ,,. =��R,�� : r � �r�t�� x,�W:;� � �,� _� � , tc� �� p g e t a e st g c� s ead Pa 9 9 9 � 9 --- -.._....._ _ __ : : : . .; . � : ., �° : :'::.�. . c�F�+c �s �.i ,� .. `>� "x..,.�.�'-:, \ . , t'� , , . °��.. �: � rr,. .,:�°-""ti .. . `<< �'`� �F� . . ', . ,. �. ; ' � ., � � � �.{ . � � . . �..:. ' . 9 ..:' _.;-s �"N'*;,.. r-�`" 5,;:. ., :. , ; :. ,. . .; :..: , 1C',r . E.s a-a 4 %, , . .l :s. ; � , ; � ;'�: _,;;, .- `, -. . . . . .. . .t.. . .>. . � ,`7 �,. . � � . � , j "=, _ . , . _ , . ' :. . ..�.. _.__.�._..: _. . ._____..: _:�.._..�_..._...�_ _ — -- - ' - � �,, . �`;,'�, :°, ; , �--� : . . . ,, .,,� ;', ��,� , , .; ;, � # .. ,, ��5� .:.: - . -�.r ,, . . ,. �"�G�� T .-:� . . � -� �;��. ., ARCHITECTS PROJECT N0. : 2 'IO64.O4 t, ; . >��„ <e?'� . . ,�� , , ., , l;�ysnc�.�+aan1€�s :� ! ;: � ;' _ = q� � r ;: .�. . . . , . . , ' � . , : ,<. ,,} ; - � . , ; : �f , � r�".�� . .. . ., . , , , �_�;�`'' ; .,:.< : , ;, [�, < �� '� " . Rlew �ehicular access to lawest level af arkin ara e on the west side includin excavatian new retainin walls o enin , : � <.�rar�r,� ,, . _,� � �' - . �;, . � .. _ , . . , : Y , ,,,i , , p g , _ __ �.._. . ... ... .---.. .__._....__ - -----. __....._ � �.__._._ , ,. , ; r �__ �i �� 9 p 9 9 9 9 9 , , ' �. : : .,� � , .� � . � .,. ... �.,. � .,_.... . � .. , ��A : t�t�. sP� .. . : ; ; „� �., : ;, , . . , < c�� :; . , . , .: .. � w.,� . ; ; ; ; ; , ;�'` > . . , : R . ,�,� , . . .: 1 � !� _ ,. .,z . t. . � c � <�, a ' ' CERAMI I � �. . .�, �~ , �, �; ;,,;,, _. : . . . M..�..� ., . , ..n _ , ,. _ .,,:.,..s ,. . . � -� ; in ex�stu structural wall of arkin ara e and new stair connection with snaw melt from level three to level two of existin _ C T LE F RIGID GONCRETE �:.,; s . . . ,. ,x � , �.�-`' , �- � . - ,,: � ��s��,�AT .. -� .;: .. .� ., � �:; . . �.� g 9 p 9 J 9 , 9 . . , . ' .. ........' .....__.; ! . .. ...; . . . .3' :'� ``F ^. ,:' . :� ,r==d , ,.: ' . A-�"'".; e .:,=,L:..:: '.ti::�^";c:wr'" -^1-,,,. � . . . � I ' � � � : . �: � � . . .. � � . ., � ""` 4. f . ., �_�_ „ I I � � _..._.._.._._.._._..._. ; INSULATION ; �-., " �` ,; ; ' �' , e� , ;. - , .. t} ' : �'�t Af� s4��A�� . ; �"" p �.,. .,r� , � < , . . parking �tructure. i I i tw,. . . „ � . '„ _; ,,. ; �,�,3 � Lll3RA1�Y r i � i : � I � �� ` [ ':�'„�� 1`��,�-,^,- , '" � '�€O�ESH�A�t � � ,� ;� _. ..; .... ... i. .. . . .:. .... .. .: � E . <?r,s- : � �; ` , ; � , � ti .; _ :_.� � � + r , � '��11"�t� �� "� ,? _ � .. ..... : ....� ...: � a..� -,� . �„ ' _ _ -` .. � , � ; ,� , . , ° °;� , ;� LI�1' OF DEFEA2ED SUBMITTALS: ,�.... . ... .. � � �`�"�� ! _t ' ? 1S'('�1�q rt � `�� '' � ,�(:' . .�.�� Gt�RE CREEK s �,- r , . . y�rv'( \� � S`�'�i`Ja� �� .:, P i '� �i �. ' ��'S +"° T' / �! � � � .. �^? �r"'"5 �--�-�3 4wr�rv.-1 . `ary . .:� t"',. kt~"'T � � . . . STONE �r , � `_� ,� ;:�� `ti.�:�'�` ` „' .�. - �_ . °'� � - ,. �`� .�� , � , . 1 . Cons-uction Staging Plan - � , , } � ° . _- . - � ` i ! �� `�Ra `"� � . nturr2scent Mastic Fireproofing � Ttk� � , , � ,� , t i , � L� .� 2 I f ` g �v �r��Rfc�'� � ; ; rf�;�' �� °k � � 4 �.�t�� , � ; � '� � ` G�; 3. FireFarm � � 7�� ,� wr �"}� � ': � ' � ,�� , - E i � � 3 .;.'ri 4. Exca�ation Shoring y- y,� � �,_ , ' � � . .. � � � .. . . . _ � ^' r y �T�ktv : 7 � , e^� ,! ./�IV��..��i.f3 .l 1 : i . . . . . .. � � fi �,�.��-a� � E � .� � _ � � �' S. Alum 'num-Framed Storefront �>,��F ,� �� . 1-'�"-� � L1C3�iS �CtURR� � �� '��"'� " � 6. Glazd Aluminum Curtain Wali � � � , > r' , � � � , ' .� 4 .... .�. .z � � . . S� ,�r . . . . . � . . . "i�s' �s 5' ,"' . s?,�e+"J r�, �,J {-.� � L.« �= �� , . . . . �. � � � al Studs t xterior _ � � .: �' ' �. , 7. Light 3age Met a E � � � ��; � � �. � ��' '��, F -` � � � ' � ;� . , ,: �'�''� � �,. �,� � 8, MetalRailings � � � � � � � � � � '��.�� , �,i' �,, r� t`. , � _ � 9. � Micra�iles � � � �� 10 S � �� . ' .,� � � � � � � � ��. k � �, � a �� h� . �� . � � r �= ��-�� «� gitG��'�`�t� �EC�'`�'E't� , � . �, � �� '`'"� .,� , novguards � � � , � `�� 11 Fire�opping � � � � � � �.- �o � � � w, �;'�'��, � � 12. E�eior Stone Claddin ,� . � g �`" �. � r- � t �, �' �, � � � � � � � � � � � �" `�'�� " � ��'` � �' 13. Met9 Grating and Flaor Plates � � � � �__ , � r�� KEY PLRN = �-�� __ , ! �;"`�� . Met� Co ite Wall Panels 14 mpos' . � � �-""-'� ,-�4 �-.,,;� � 1 - . } �"''' S : n� i � . . � . . � , � � � . . � . r � �~� _ �t � f ; �a,M° � '.. u� ' _ - py��} � . �" � � � . � � � ' �„� '� r-: � ,� �' � � �F�4�•a t � ; � � � � : � .� k .�.., � > � �p, � „p � � . ' ' �' ... .. , �� '� � � [ "� ,�4� 0 � ' f�RE5TRC3Al7 v £ , � SKIRUN r' ,� `j �""�'�-� � �Y-° _:�J � � .� �_ Iw� - GENERAL INF TION �,�, .� �� . � ORMA , _ !� � . . � '� ,._ s . ..,...x . _ �- ` { �.�� r ` .�.e� �,�... � '_` �` - ' � � � � � � ��.,� m , . ; . � � w� _ � _ �� - _ � � � � � _� � � �� ' - _ � � a o SGALE: 1 " = 320' � M . � . � . � . . . � .. ��,. . . . d' ._ . . . . . . . . . . . O � . . . . � � . . . . .-- . � � � � . � . . . . � . . . � �� O . � . . . . . . . . . . . � . . . . � �y � � ti _ . ... �_:.. m .. , . _ � _ _ .. a ._ . ., .. _ . �� _, _ _ _ � � _ _ w,�.�� ...�..�, . ,�.,,,,�.- �m m� � � �. �..,.., m,�_�.�.. ��.�. � _ . � . _ _ � ,m �-� � < _ _ � — .,— — _ — — — � ° � �m�_ ,. � .:. . . . .. � _'°`°^�,..,,m„� . .�..��. . �,��. ` �� a � � ~ �- ", . Q4' °' - � 1 . . . � � . � . �� .;�� h . ��y � : 1 ,.. . ..� . . 'g� p '� d 'd� } � en �J \ � r ooeeseee � mseoeem � me • • a • • oa oo • • o • • oa • e • • oo oe • • s • • o • • e • eao � raesmce � eu �� • a • ooe '� � � � ? " � �"� � . � � a �rese • ea • e • so • • o • • oo • o • • oo ' � '�! . 3°' '` °'t , � �+ � ' { � . . . . . ,.�a� f �' R 4j tv c + ° � r t .i eem eao oao • ea o � • • oo ee • k � l • BUS BUS BUS BUS ` � ' « . .� , ,., ', � � � . . . ' —�aoR � eoe . � � Wa '4re ��ia.n f ' a �"d 9 { �.I � � �s � � e � 4 t . . . . . � � � � � � eea �. . � � � 4 s *'I � Y J . . . . . . . . . . . . . �f . . � �. 4 �� ;.�! ; . . � 4 � A � �...'..,'�"'��..°°."^'°"^` -...s. ..,�., � � � �� • ' A �o� ) � CDOT I-70 R.O. W. � 1 "`_ `_` --_-°------- _. � � �� ",� , *k +.°r . .� EGRESS DOpR ��'.�""""'""""" "' �` ` „� � � � . ef� r. TQTAL EGRESS LOA[ 61 � �� p ` 'F �fi ..� ��9 � ,� REC3'D DOQR WIDTH: ��Y" -. ,.�'�' ` �' � r Q � � 61 2"/OCC = 122° (32 MII.) < 72" ACTUAI . , _..= ..s =�.s'" . , _. _ .v,_. . . . � h � t. ❑ $� CDOT I- 7Q R. . W � / i �� copyright 2010 � �� sa E F , � , ds � , r � , � rE � �'I� � . � . � �: . � . . � � . e � . \ . . � . � I ' � 1 � ' i � � � Q �� . � ��r.f ` `o � 7 a� s' q.24o Arch itectu re I nc . � ` ° fi ' ' ' � ��__� � a �-__.__—`�----'—�--� ' � � � 2 EGRESS DOOR � �� 17 � � �' , � 175 OWNER TOWN OF VAIL T4YAL EGRESS LOAD: 2 DEPARTMENT OF PUBLIC WORKS 195 m — REQ'D DOOR WIDTH: _ . RI � AL 1309 ELKHORN D VE r tj � � � _ s — — — — — � — VAIL, CO 81632 ��w, — — — — — — — — � — — — ` � (E) VAIL INFORMATION � ' EGRESS DOOR � BOOTH t: 97Q.479.2158 • -----�---•— � 3 � New RaMa roTa� ecRess �oa�: s� ASSUMED PROPERTY LINE 10' — t /2" F�oa� �Ew ARCHITECT 4240 ARCHITECTURE INC . _...._ ---- —�— ` ' ` TOTAL EGRESS IOAD: 195 REQ'D DOOR WIDTN: STRUCTURE. ASSUMED PROPERTl' LINE 1 /2� FROM j; � !�'� D .2°�occ = � z.z" (32 MIN.} e 36° ACTUA� ExisnN� s�ucTURe. "E`" ST^'R FR°"' BE�°'" 3003 LARIMER STREET , , � 39 REQ'D RAMP WIDTH: RATED INFILL PANELS AT GARAGE OPENINGS ADJACENT TO TOTAL EGRESS IOAD: 39 DENVER CO 80205 ' � ° � .2"/OCC = 39" < 102" ACTUAL � ,�� r9, ° , � NEW RAMP ASSUMED PROPERTY LINE TO MEET UNPROTEGTED OPENIfVG eeg'osraiRwierH: '- f: 3O3.Z92.3385 f: 303.292.3113 '"' ` } � � 156 TOTAL EGRESS LOAD: 156 RESTRIC110NS. a°rocc = it.�^ (ss^ nniN.(iec �oos exa �) < 3s� ncTUn� _._ � � I � ` ` CODE A(VALYSIS - FRONTAGE BUILDING CNIL A�PINE ENGINEERING INC. '� � � { � � � REQ'D RAMP WIDTH: � � �oTES: 39 2"IOCC = 31 .2" (44" MIN) < 54" ACTUAL � BUILDING TYPE: V-B 1 . EXISTING STAIR WIDTH IS 38" CLEAR. NEW STAIR WIDTH ` '� , ', � � � FIRE RESISTANCE RATING � � FLOORCONSTRUCTION: 9 HR PER IBCTABLE PLUMBWG Flk'fURE REQUIREMENTS �53�• c�EAR. R 10 4� �� ENGWEER � 34510 U.S. 6 UNIT A-9 5082.51NCIDENTAL ACCESSORY QCCUPANCIES . MALE � ��' "�" EDWARDS, CO 81632 � s �r`? � � ALLdWABLE STORIES: 1 � . EXISTWG STAIRS RISER AND TREAD DIMENSIONS L16 � "` """'—'"'° � � �l ` � NEW STAIR FROM BELOW � � � � � ACTUAL STQRES: 1 PLUS BASEMENT BUILDING NONSPRINKLERED - NOT REQUIRED FOR ROOMS WITH BOILERS OVER 15 PSI AND 10 WATER CLOSETS: 1 NoT COMaGV WiTH COOE REQUIREt�ENiS. ,� � g5 � . � 3 ` z, PER NFPA 13 . �� HORSEPOWER. . � � � URINALS: 1 � � t: 970.926.3373 f: 970.926.3390 � ' ROOF CONSTRUCTION: 0 HR LAVATORIE3: 1 RISERS = 7 3/8" � TOTAL EGRESS LOAD: 39 ALLOWABLE HEIGHT: 40 FEET TReAOS 10 �/2^ '� � � � `� � � ACTUAL HEIGHT: 30 FEET EXTERIOR WALLS (UNLESS SUPERSEDED BY � � � DRINKING FOUNTA�NS: 1 � � � � � ;i�s ' �� REQ'D STAIR WIDTH: ` . PROPERTY LINE PROXIMITY REQUIREMENTS) . PROPERTY LINE PROXIMITY � � I SURVEYOR PEAK LAND CONSULTANTS� INC. � . BEARWG: D HR WALL R4TING FEMALE � � � � � , ` F - } � �� , .3"/OCC = 11 .7" (36" MIN.(IBC 1009 EXC. 1 ) < 36" ACTUAL ` � . ALLOWABLE AREA: 6,000 � � 1c�6 I 1000 LIONSRIDGE LOOP � � � � � � �:�� AGTUAL AREA: � NON-BEARING: 0 HR X<5: 1 � WATER CLOSETS: 1 � � , ` ' ` � � � NO7ES: � � FIRST FLOQR AREA UNDER ROOF EAVE: 2,621 SF 55X<_10: 1 LAVATORIES: 1 � VAIL, CO 81675 -` ' ` /y�,, ' 1 . EXISTING STAIR WIDTH IS 36" CLEAR. � � 4 ` � � BASEMENT: 588 SF � � INTERIOR WALLS � 105X530: 0 DRINKING F4UNTAINS: 1 � � � t: 970.476.8644 � � "V BEARWG: 0 HR Xz30: 0 � � - %'fi f` s ; NEW STAIR WIDTH IS 37" CLEAR. �► . � � a E / �� i '� . � � � � � OCCUPANCY CLASSIFICATION: A3 NON-BEARING: 0 HR � � � � . � � � � :� 2. EXISTING S RISER AND � � � OCCUPANCY LOAD FACT6R: � �� ACTUAL WAL� RATING: 0 HR � STRUCTURAL MARTIN/MARTIN INC. � � ' ` � TREAD DIMENSIONS DO NOT COMPLY � . ASSEMBLY STANDING = 5 NET STRUCTURAL FRAME: 0 HR � � . I ENGINEER � � 12499 WEST COLFAX AVE � � ` f � � WITH CODE REQUIREMENTS. � MEGHANICAI. ROOM = 300 GROSS - PROPERTY LINE PROXIMITY . � � ' � �w � � SHAFT ENCLOSURES: 0 HR . EXTERIOR WALL OPENING RATING . � � � � � � � � � LAKEWOOD, C0. 80215 � r'k �'� � XISTING RISERS = 7 3/8" � . `o' � OGCUPANCY LQAD: . UNLIMITED, UNPR4TECTED OPENINGS PER � � � �. . � . ,� _' ISTING TREADS = 10 1l2" � � � � � 6ASEMENT: 588 SF! 300 = 2 OCCUPANTS IBC 705.8 EXCEPTION 2. NQNBEARING WALLS � . � � /�y t: 303.431 .6100 . s r ' � �� AND EXTERIOR PRIMARY STRUCTURAL FRAME � �� IEVEL 1 : 608 SF/ 5= 122 OCCUPANTS � � � � i .: � � � ARE NOT REQUIRED 76 BE RATED. � I . MEP BEAUDIN GANZE CONSULTING y � . O . � � � TOTAL: 1240CCUPANTS . � i � E ' , 3, �, E � (�c�, � � ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 'F �-- _ � F� ,� � ,�' � �O AVON, CO 81620 � > �� ;; � f `y � � �" �9�F� �� 5 G� � 2��' � � ��. � t: 970.949.6108 _ � S7'q�c �`�'C P� e�` � f l � t' > ,yr, � � � � F � � � ` � �� , , �� 33)• � � '(��`��.� � ,f � ,�� _ � �7 � �. � � � � � E x � � � . '� � . � ` ` � � I . ' � � . �f . J .. . 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[ u� r � / 18C � p16� � (� � � �� ' � � � � � !/ � .. � . . . . � . . . . . i . y � . . . x ! d : � � � . . �ry6 6�� 1 .� . � � . . � . e q g. � . . �r„r. � � . � . � . � 1 _...... _. _. I �, 'i � ` I I C/� LJ_J � � e i °i � ( � 156 � °� � � � � � � 0 CODE AIV/�LYSIS a EXISTING GARAGE � r' W �� ' ' �� BUILDING TYPE: 18 (BASEQ QN TIER SIZE) FIRE RESISTANCE RATWG ROOF CONSTRUCTION: 1 HR TQ QUALIFY AS AN 4PEN GARAGE, OPENINGS � � � � "� � � I � i � r � r MUST BE EQUALLY DISTRIBUTED ON TWO OR EXISTING OPENING AT LEVEL 2 � I �� E � ' ' a ' � { ' ' s - OCCUPANCY CLASSIFICATIptJ: S-24PEN BUILDWG SPRINKLERED: NO PROPERTY LINE PROXIMITY MORE 51DES. THE OPENING AREA MUST BEAT T � � � ` - � (CLOSED QN LEVEL 1 ) � WALL RATING � LEAST 20 PERCENT OF THE TOTAL PERIMETER � � � � f � � u r '� ��'�� .. � �� '� �s �� f` � � � � � EXTERIOR WALLS (UNLESS SUPERSEDED BY X<5: 1 � WAL.� AREA TOTAL EGRESS LOAD: 195 � � � � � � . � y � -�---.- �.,., �.. � � � ALLOWABLE TIERS: 12 PROPERTY LINE 55X510: 1 . � � �� .... _—.... .... .__ . i � � ACTUAL TIERS: $ PROXIMITY REQUIREMENTS - SEE BELOWj 105X530: 0 � � � � � � � , EXISTING OPENING AT LEVEL 2 , � + BEARWG. 2 HR Xz30: 0 REQ'D WIDTH: F . � � � ALLOWABLE AREA PER TIER: UNLIMITED NON•BEARWG: 0 � � .2"/OCC = 39" (44" MIN.) < 174" � � TOTAL EGRESS LQAD: 195 . � '� � � y� . � ACTUAL AREA PER TIER: 62,260 SF . PROPERTY LINE PROXIMITY NOTES• � � � � �,. ° r � , �si c '. . � INTERIOR WALLS EXTERIOR WALL OPENING RATING � ' � � ,,Gj6 � � � : : :: �: . , ' '�. � � � � OCCUPANCY CLASSIFICATfON: S-2 BEARING 2 HR � BASED ON UNPROTECTED, NONSPRINKLERED L COMBINEQ LOAD FROM 1/4 LEVEL 2 � , . � REQ'D WIDTH: �� OCCUPANCY LOAQ FACTOR: NON-BEARING: 0 HR 053: NOT PERMITTED � � NORTHERN TIER AND 1!2 OF LEVEL 2 � . " � � � � � � .2"/OCC = 39" a 174" � � � PARKING GARAGE = 200 GROSS � 355: NOT PERMITTED � SOUTHERN TIER. � � STRUCTURAL FRAME: 2 HR 5s10: 10% � I � � NOTES: � OCCUPANCY LOAD: 10<_15: 15% � � � . . � . L COMBWED LOAD FROM 1/4 LEVEL 2 � � EACH TIER: 62,260 SF/ 200 = 312 � SHAFT ENCLOSURES: 2 HR 95s20: 25% . . . � � NORTHERN TIER AND 112 OF LEVEL 2 TOTAL: 9,872 OCCUPANT5 20s25: 45% EXISTING STAIR ' � � � � � . SOUTHERN TIER. � � FLOOR CONSTRUCTION: 2 HR � � � � � � �� 195 TOTA� EGRESS LOAD: 156 REQ'D WIDTH: .3"/OCC = 93.6" < 164" ``�—�.�,,,_ NOTES: _"`^^�.. t EXISTING OPENING AT LEVEL 1 �j �9S TOTAL EGRESS LOAD: 195 - EXISTING QPEPIING AT �EVEI 1 ReQ'D WIDTH: TOTAI. EGfiESS LOAD: 195 J B.Q. R@SPONSES 8.12.2010 .�°iocc = ss^ e 156^ g9� � FOR CONSTRUCTION 6,30.2010 NOTES: CS�� N ROTHERN TIER ANDRlO2 OF LEVEL 1 � REQ'D WID7Fl: ISS.# DESGRIPTION DATE .2"/OCC = 39" (44" MIN.) < 156" SOUTHERN TIEft. ' NOTES: 1 . COMBINEQ LOAD FROM 1I4 LEVEI 1 ARCHITECT'S PROJECT N0. : 2 'I 064 . 04 )9S ��'�_�� - SOUTHERN TIER. AND 1/2 OF LEVEL 1 EXISTING STAIR YOTAL EGRESS LOAD: 195 (LARGEST LOAD FACTOR) EXISTING STAIR REQ'D WIDTH: YOTAL EGRESS LOAd: 195 �gy .3"/OCC = 58.5" < 180" (�ARGEST LOAD FACTOR} NOTES: REQ'D WIDTH: .3"/OCC = 58.5" < 1$5" NOTES: ..�� ..__ �.._ _.�.� .. � _,._ � �.. .� . �. . _ �... � .., d ._.. _ �._. ...._ KEY PLAN � � CQDE ALYSIS - PROJECT MPLETION NdRTH � C1DE ANALYSIS 1 1 �� _ �o�-o�� . �� _ _ �� . _ _ : _ _ _ _ �� .0 _. _ , � �� .�� .�..�.�� __�� . _ � � ._ ._ . .�� ____ — —' � — _' ° ___. — i� �+� _ �Q�� ry:�. _._' — .r,�'� +�'� _ __ _____ -- _ `"� � �� ___- .._..__-.__ � . . . . . . . �— ._.._ . . . � � � � � I � � � � � � � � � � � � � � � � � � � O � O � OOi � � 09 • � � � � � lY� � � Y � 9 � � 01 � 1 � lII � � � � � � � � � � � � � � � � � I � � � � � � �BOi � � 900 �ri80 �BOp � �AOPf � � � O �� l � f � � 1 � i�� • _`�' —�—.�._ �. F�AhI �A � � � . . _ . . . _. . . . .._ . . . .� . . . � . . . .� . . . � o . o .� . . . L --- _ __�— _�__ � . JQ�# I� SQ� ---- BUS BUS . . 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BARRICADE AREA QF C4NSTRUGTION. DENVER, �CO8OZO5EET . . . � 3 � �'�Lna � � � . . {i 1 :� f f3 � � � � . . ! � _ — � � � � � . � � f�. LEVEL 3 TO GAR,qGE DRIVE t: 303,292.3388 f: 3Q3.292.3113 � � � , i : s— � � _ �� "�� "'..+ ,�,� �, � � � �� , ' � � � �� , � � �� '��;` � � � � � � � � � °'°°�' '� '�'� �• ..�. ,�, ,� � � � � � CIVIL ALPINE ENGINEERING INC. � � � j , ` BARRICADE AREA OF CONSTRUC110N ON LEVELS �� '� � � � ENGINEER 34510 U,S. 6 UNIT A-9 a' 1 : ji �_ � 1 — 3. PROVIDE TEMPORARY SIGN DIRECTING QGCUPANTS � � �� "` � EDWARDS, CO 81632 TO CENTRAL STAIR TOWERS AND DOWN TO LEVEL i � 195 � � ` '� sourHERN neR Exirs. t: 970.926.3373 f: 970.926.3390 � � � � , � ' 'I � � � � � � � � � ' � � '� � SURVEYOR PEAK LAND ON L A ' , C S U T N T S, I N C. � � � �% ;,� � � �� I � � � � � � � � � � � � � � 1000 LIONSRIDGE LOOP �� ,��:� � , ,� � ',:; . °?+ �� VAIL, C0� 81675 � � � I t: 970.476.8644 r ,, �� , � � � . � ° rf � � n � . . � � . - � I STRUCTUR�4L MARTINIMARTIN INC. � f 5 ' ` ENGINEER 12499 WEST COLFAX AVE , ��, x�,� � � . . N y Y� l ' . . � . . . � � � . . � . . . . � � � �' � � � � � � � � I � � � � � t 303.4��61000 80215 � � � ; �� / �� ; � �T GTIJI� � � � � MEP �EAUDIN GANZE CONSULTING ` � � ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 / , , r , �� E � ; e, � � � � � � / � � � �� ,i �x � � � � � � � � �' f � ��«� , t��r�� , : i ,�5a ,�ax'�d� � � � � � � � � � �O AVON, CO $1620 � e-- r � F� �'"�r s � i �r* ,,�� ry f � , ( � OO � �s � ;rM' ,';, - � BARRICADE AREA OF CONSTRUC110N � ON LEVEL � 3. PROVIDE � � � � t: J7O.949.G1O� �� 3�� *5 ' TEMPORARY SIGN DIRECIING OCCUPANTS TO CENTRAL STAIR � � � i � i� �°� a �x��k� TOWERS AND DOWN TO � LEVEL 1 SOUTHERN TIER EXITS. � � � � � � � '�� ` E, a � � � . . . . i l , .. . . . , .. . � � . � . � � ' � � � �� :; � � . � � . � � - . ( � . . . rr r�p� � y � . � . . . . . . � . � �Y r � � � � �� j �� f •��9 SO . . . . � . , EXISTING STAIR I � � �� ,� � �� ` ,s �„ ��' � � � �� TI R RTHERN AND 2 NORTHRN � � .`."- _ � � , � � � � TIER � TpTAL EGRESS LOAD: 156 PER LEVE� 2 � � � �. �� J � �a , �,, y NORTHERN TIER . ...._.- -'"' � � � � , � � , , ` , 'F REQ'D WIDTH: � AND 3 NORTHERN .�° AT LEVELS AT LEVEL 9 `�G� ,y �`� 1�', ?��t,,,� � .3"/OCC = 46.8" < 69" �eRTHERN TIER LEVEL 3: PROVIDE TEMPORARY SIGN DIRECl1NG OCCUPANTS !� o � r ,„ �h TO CENTRA� STAIR TOWERS AND DOWN T4 IEVEL 3 NO7ES: SOUTHERN TIER SOUTHEAST EXIT ' R `` ' �� 1 . LOAD FROM LEVEL 1 AND LEVEL 2 � �/ '�F � � 78 156 NORTHERN TIERS ARE EQUAL. LEVEL 1 AND 2: PROVIDE TEMPORARY SIGN DIRECTlNG z � „ �T � �; � � � � � � � A� � � OCCUPANTS TO CENTRAL STAIR TOWERS AND DOWN TCi � 0 �„ � � LEVEL 1 SOUTHERN TIER SOUTHEAST EXIT � � y ��%� � � ,�, , � � �z� � 78 156 � � 1 ; � � ��£' � � E �- �' ~ , s„ �e�.a -' � -- -'"'".--�°— � �r € : s � � � `� s� 3 � z � r � � � � ' � � � f � E _ � � _ � ' F � � � � � � f� � ? rs � � . — . . � � 3� �y � � � . . . � . .z . . � �.i S Y . . . . r : � . . § . d7:_ ''F . . "`M^ � . �. � � � � � �C � � � . l Y tJ�.R� i ;� . . . . `°,r � G � - v � � � ; { � ' .� ` -� $ 1 ? � p� z � �C "` . , zy r � . . � . � . . � � ,'. �' f a. ' S, . . ,e p s– � . . � O . . . � O O/y�� 6� � . � �, �a✓�� , '� ; ��s" � � � � AT �EVELS � ' --� � � � � � LJ_ Gr5 � J �C v O � � �� "` _ � �" � � 2 AND 3 �- � � � � � � 0 � � � � , ' � , rr �� SOUTHERN � " � � � � � � ' �� p x , � � � � TIER � � ! e r � p � ( � W � � 00 ^ , ' � 4 I c�'ui ~ � � � � � _I . . � . � , �w �� . � . � � . . �Z M . . . � � � � � � ir �� '( �, � EXISTING STAIR � � � ? r �L � ` � � '�' 3 �� j * � O ' W TQ j' � '�EC � TQYAL EGRESS LOAD: 234 � W "� 'rr �� , � � � iQC Op Rr � iST,� c � z F-- � � ` ` � � BARRICADE AREA OF CONSTRUCTION ON LEVELS 2 AND 3. � � � � p � � � � �� ls � C�F � �"� 2?� •. � � � � � � � � '� `� y3� o� '� � � PROVIDE TEMPORARY � SIGN DIRECIING OCCUPANTS TO � � � � � x � ��'"C, y �tr6y ^��¢ �^ REq'D WIDTH: I � � � �' CENTRAL STAIR TOWERS AND DOWN TO LEVEL 1 SOUTHERN � �'" W DESIGNA7ED PEDESIRIAN PATH AT LEVEL 1 . PROVIDE Sr'��R � .3"/OCC = 702" < 164" � O � � � " � � �r 6, ' � � � 71ER EXITS. � � FENCE FROM STAIR TO SOUTHWEST EXIT. BREAK FEtJCE AT � � � NOTES: � � � � C� � � � � ,� �� ` �' � � � � � � DRIVE ISLE TO MAINTAIN FLOW OF VEHICULAR 1RAFFlC. � r � I �� 1 . COMBINED �OAD FROM 1/4 �EVEL 3 � � ^�,�� 3 NORTHERN TIER AND 1/2 OF LEVEL 3 Q � � � � if�,,,.��' ��, „ ,;b _ , -� ' � � �� SOUTHERNTIER. � � � � U 1 _ _ : � �e �` � ] � I..I..1 � � � � � pp � � � �° .� � z � . . � 9�'s , +aT"'a�m' rrarS v�'^ e n `�i' .,I� . . . � �r � . . - � � � � � � . � f / � . . . � z . � ld � ' . . . ,.(� . f. . � /� . . � . . . . R � � . � . � � . . �L < < � r ss 4 � �T � � — ' "�+ , � y� ,,,� a r , � � � y, � r �� , � � � � - ; - � '�' '�. 3�' �� .: f't�i ' �� . . � � � � � � � � � i � � . � -^"-�'�' i"`+�n^t �^�" ' x� '�`��.., � � , � � � � �r .....� .�.._ � . . �'� � `z`" � z % , '.. r � , . � . . . � . � � � , � � � . � ; b� '��1�rra9r � '`� °��c j, ' �s� rr � � � � . � � � 1 � �, Ft� u^'�, 'fl's � � . . � � r . , . .'�,. a 2 ; . ,, .� °-t . � � � ., ,SW��:�'u-lraw.2eJ "�w�x�� ' ��,.Yy,MU.�a'w�, . . . . � . . . " i� ' EXISTING OPENWG AT LEVEL 2 I � ' TOTAL EGRESS LOAD: 156 �� `�'S REQ'D WIDTH: .2"/OCC = 31 .2" (44" MIN.) < 974" ACTUAL � NOTES: � � � � � � � � � ° � � � � � e � � � � 1°5 C�! �J 3�2 -------------- � �``2 1 FOR CONSTRUCTION 6.30.2010 �� ISS.# DESCRIPTION DATE ARGHITECT'S PROJECT N0. : 2 'I 0�4.04 °�-°— -�-______ $� �j0 EXISTING OPENING AT LEVEL 7 �15 � TOTAL EGRESS LOAD: 312 EXISTING OPENING AT LEVEL 1 �95 REQ'D WIDTH: TOTAL EGRESS I.Od�: 372 ' 2"(OCC = 62.4" < 156" NOTES: EXISTWG STAIR REQ'D WIL1Tfi: 1 . COMBINED LOAD FROM 1/2 LEVEL 2 .2"IOCG = 62.4" < 156" ACTUAL TOTAL EGRESS I.OAD: 195 NORTHERN TIER AND 1!2 OF LEVEL 1 SOUTHERN TIER. NOTES: ---• �--�-•-..e.. �., _ ._,_ KEY PLAN 2. COMBINED LOAD BASED ON LEVEL 7 9 . COMBINED IOAD FROM 1/2 LEVEL 2 �� '�' '�" REQ'D WIDTH:�"-""""""' ° — ' NORTHERN TIER EQUAL TO COMBINED NORTHERN TIER AND 112 OF LEVEL 1 � LOAD ABOVE. SQUTHERN TIER. .3"/QCC = 58.5" < 185" � 2. COMBINEd L4AD BASED ON IEUEL 1 NOTES: NORTHERN TIER EQUAL TO COMBINED ' MAINTAIN CLEAR OCCUPANT PA7H FROM LEVEL 1 . PROTECT LOAD ABOVE. C O D E ANALYV I S — � OPENING FROM OVERHEAD DEBRIS WITH SIDEWALK HOARDING DURING CONSTRUCTI � N NORTH _ CODE ANALYSIS _ - � 1 ° = 20'-0° -- ---- -�-�- _-�-__- - ��,,�M. � ��.�., �� ---------------- _ �� SFiEET NOTES : � �,� � � . . . . . � . . . . � � . . ry� �� . . . . a . . . . . . . . . . . . l 1 . COMPLY WITH REQUIREMENTS OF E . �;�H'� ��I� ALL APPLIGABLE ACCESSIBILITY � «�C� �'� �I �C}I'� � �'� � CODES . ' ' � ��, � 2. DIMENSIONS ARE MEASURED TO � �'`,,r� ` � FINISHED FACE OF INTERIOR WALLS I � FINISH FACE OF TI �E. ��,,�'�"� . / -- copyright 2010 � q.2q.o Arch itectu re I n c . OWNER TOWN OF VAIL 1 ' - 0'" 3' - 6'° DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 ARCHITECT 4240 ARCHITECTURE INC � 3003 LARIMER STREET DENVER, CO 80205 t: 303.292.3388 f: 303.292.3113 I CIVIL ALPINE ENGINEERING INC. ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 o � t: 970.926.3373 f:970-926-3390 � �"' SURVEYOR PEAK LAND CONSULTING , INC. ' N 1000 LIONSRIDGE LOOP VAIL, CO 81675 � t: 970.476.8644 LANDSGAPE MARY HART DESIGN � - � � `- POST OFFICE BOX 8258 BRECKENRIDGE, CO 80424 t: 303.431 .6100 STRUCTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. L4KEWOOD, CO 80215 t: 303.431 .6100 T� I � �� E� ElI � 1�1� BI�� EST�� /'y� L/ � �� MEP BEAUDINGANZECONSULTING ENGINEER ENGINEERS, INC. 110. E. BEAVER CREEK BLVD. SUITE 202 AVON, CQ 81620 t: 970.949.6108 � � ��° � _ �" Z � . , �° W m � �G ~ W � � � , � 2' - 03/4„ � � W � �,. C..� c�c o -_ � z� - o,; � � , _ a„ �.... � � � o � � � � . : .._ � o � � � � � � , � ,,� o a. O ��/C� � � o � . . . . . � � . . . . . . � . . . � . . . � . . � � e �n . . 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SITE � PLAN NdRTH SITE PLAN _ NTS � ` ` NORTH AND WEST SIDE OF LHPG � �.��.,�� .. ,.w ��, �,�� .�,.�,�� - _� .�.�.,_m� �M.��..��.._�-�.-��, ��..�...�_�� , _.;..�._v.u. --- — -- � � � t � � L � T 1 , � L � � I� AIL� LI � � �I � AD , �' IRST �' IT� I � GENERAL NOTES'. � LI � � � , A l� � S �; B D IVI S I C� l� � � I� 1 ' LJ � � � ' V 1�. � � � l � 1 V � � J� , E � � I�T � �' I LI lT G � DATE OF ALT,4 jACSRA SURVEY: AUGUST AND SEPTEMBER, 20Q4. � 1'11 V � �� AR '� 0 �' '� I I � � � 1� °I' A G E l� a AD I� I � � �' - �y 2 THE BOUNDARIES ARE �ASED tJN A LINE FORMED BETWEEN A FOUND PLASTIC CAP, L.. S. No. 2658 �' ON A Na. 5 RE��4R AT SOUTH ANGLE OF TRACT A, VAI �/LIONSHEAD FIRST FILING AND A FOUND 2" BR,45S CAP FiT TNE CENTERLINE POINT OF CURVE ALONG EAST LIONSHEAD CIRCLE IN �� T �nr �T � T �j TT �T SA60 08'42"1N �D 1515. �9ILVAIL�LION HEAD FIR TPF�ILBNG CALCULATED ROTATIONDIN + 00 30�05" � C � 1 �I � � V � ' � � ..L:J � � �1 1 '� � Y � � � L � � � RECORD - STAT� PLANE COORDINATES. �. � � � ,� �°� � � '�� L� �°� � ('� � a 3 INTERSTATE 70 RIGHT- C?F- WAY VVAS BASED ON CO�ORADO DEPARTMENT OF HIGHWAYS PROJECT No. I ?0 2(7)9 $3 SHEETS 7, 9, 11 .13, 15, AND 17. STATION 30+ 00 T0 210+ 00. ��t��, -�� y � q�p,� � THE ROTATION OF TNIS SURVEl` TO COLORADO HARN STATE PI.ANE COORDINATES IS BASED �� - �y� ��,� �� ON THE BRASS CDOT MONUNIENTS FOUND AT STATION 180+ 85. 6 RIGHT (HELD) TO STATION G. AP IC S C �L� 90+ 00 LEFT BEP�RING: DEEDS AND M ,4PS�� = S66 '35'23°W - 8628. 33' - CALCUL,4TED , � „ �� STATE PLANE COQRDINATES = 567°p9 05 W - 8627. 71 - AREASURED ROTATION = + 00 33 42 100 0 50 100 200 fi: 97U.�73.2158 4 PROJEGT BEN �H ,4R6ta N ,4RN �ON OL POINT " SPRADDLE". ELEVATION = 8287. 82' (NAVD 88). e�RCHl�'E�T 4240A{��CH [TECTilRE lh1� 5 LOT 1 , BLOCK 2, VAIL/LIONSHEA�, FIRST FILING AND LOT 3, A RESUBDIVISION OF LOT 1 , BLOCK 1 , �� i �� ,�� ( IN FEET ) VAIL/LIONSHEAD, SECOND FILING D� NOT LIE WITHIN THE 100 YEAR FLQODPLAIN OR THE 50° �� 1 inch = 100 ft. s�EAM sETB�c�, t: 303.292.3�� fi: �(k�.Z92.3113 6 DIMENSIONS SH �WPd [ 100: 00] INDIG,4TE AS CALCULATED DIMENSIONS. Ci�'I!. ftL�'I � � EC�GI�iEE�tNf� If�#C. 7 LOT 1 AND LOT' 3 ARE SUBJECT TO THE PROTECTIVE COVENANTS AS RECORDED OCTQBER 15, �� `�' � �� `g 1971 . IN BOOK 221 AT PAGE 989> E(��J�C35. CC9 � 1C�� t: 97C3.9�i.3373 $:9 /�e��.s-3a�0 , 8 LOT 1 AND LQl' 3 ARE ZONED GENER,4L USE (GU) DISTRICT AND ARE SUBJECT TO SECTION 5 � ��yr�� p�{��y ��,g� p �q�� , 0 ��, 12- 9C5 DEVELOPMENT STANDARDS ICH STATES: 1flCq LI�'}s�.SRIL� � LtX3P A. PRESGRI6ED 6Y PLANNING AR� D ENt/IRONMENTAL COMMISSION : IN THE GENERAL USE DISTRICT, ,��r �� DEVELOPMENT STANDARDS I�I EAGH QF THE FOLLOWING CATEGORIES SHALL BE PRESCRIBED BY ' THE PLANNING ARID ENVIRONMENTP,L COMMISSION . �: ��.`�I�'•�� *�E �• � A ,�g�„ -¢,�w,�„ '�- 1 } LOT AREA AND SITE DIMENSIONS. 2) SETBACKS. 3) BUILQING HEIGHT. 4) DENSITY CONTROL. �TRl.1�fURAL t�iP€iTl €�/�RT9 � , 1 €�G. � m°""'°"' �' ��'""°--�. 5} SITE COVERAGE. 6 ) LANDSCAPIfVG AND SITE DEVELOPMENT. 7} PARKING AND LQADING. ��{�g �� , �q.c� �c��' �p�� . , B . REVIEYdED B`f PLANNWG ,4ND ENVIRONMENTAL COMMISSBON : DEVELOPMENT STANDARDS SHALL ��,�� BE PROPOSED �Y THE APPLIGANT AS A PART OF A CONDITIONAL USE PERMIT APPLICATION . �. �� 4�� ° ' • --------- SITE SPEGIFIC DEVELOPMENT STANDARDS SHALL THEN BE DETERMINED BY THE PLANNING AND ''�- ENVIRONMENTAL �OMMISSION DURING REVIEW OF THE CONDITIONAL USE REQUEST IN iV1E� I� E,AUC�I�IC�AtV� CC3 �15tJLTMNG .. .....,�..�, . �A,� A ��Y ��° ACCORDANCE WITN THE PROVISBONS OF CHAPTER 16 OF THIS TITLE. (Ord. 21 (1994) § 10). Ef�� ihlEER EP�� I� �ERS, i �VC. . • �a� �� .� � Q � ��. �-�,4 110E. BE�,VEf? �.REE�6 BLV(�. S�IT� 24�� ; :��.. >, -�°��"�`��` - � �° " " ^�``�'� ^"°° ' �� ` � 9 T WE E PROVIDED �Y UNDER GROUND LOCATORS, LLC. AND QWEST g �� ,_._--; �� ..�� ,,.. -;- BURIED UTILITY LOCA ES R ��, �� - _ `-- _ -__ �a�, � ," , ,........ ...... ... . .....�......... .. ,.,.a.� ..., n t COMMUNICATIONS COMPANYe _ .. : ---- ......w.. T ,�`a ' �!t_...... �� .. ..� .... �..:.. .. ... ��..,..... . .. �-s ,..:��«. Y. 970.9�9.a1�3� . . ¢ �AC� C ..v`. . _,� .�� ..�. ,.a ... � . � .,...,........ " . . . � . . . ' �. � �. .�� v �. • o . . . . . . I ! . • � ----� � ;.�ti:��=;� ,�::.:,-�;;;;;;,.�;;,-�,�;;,�;;;;;,;,�;,;,,��-�" ,, � � ='�' ""`" •��°' � � 10 PEAK LAND SURVEYIM1IG, INC. �I � NOT PERFORM A TITLE SEARCH OF THE SUBJECT� PROPERTY TO ..._.. ,... .. s � ...E. ,w .,. ' . �..,,.. ...., - ..,.,,..�.,,�...�...,., , , ...,. ._. , . . . . , .... . . ,..,�...<.,., , , . ' . ,,. . , , ,. • �� , �, � �� ESTABLISH OWNERSHIP, EASEMENTS QR RIGHTS- OF- WAY OF RECORD. RECORD DQCUMENTS ; ' e.�; y ,.. , s��. .. . � I � `��•�� °' ' �' . �,�� UTILIZED IN THIS ALTA/AGSM SURVEY WERE PROVIDED �Y LAND TITL.E GUARANTEEI COMPANY, .� � ,,,� �y .-�._. ORDER No. 19��6, DATED N9ARCH �, 2004 AT 5: 00 P. M . • , , r o� . . �� 1,.1 . ' . � . . � �.�.�..:.� .s . . . I .��. . �i � . � ` . � . ::' . . aas� 0 � • . :: ..�=, i � � � o• .d . o « � 4 �. .p � � 11 NO110E: ACCORaING Ta C�LORAQO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED ' UPON ANY i ; � � �` f � x?-¢"°0`.._r-� � • " � • DEFECT IN TFlIS SURVEY 1MTHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH IDEFECT. � , ` ` ` I � r••-�•� o�o "" ' 0 o IN NO EVENT, MP�Y ANY AGl'IOt� �HSED UPON ANY QEFECT IN THIS SURVEY BE CbMMENCED � r' ' � "� � ' � MORE THAN TEN YEARS FROMi THE DATE OF CERTIFICATION SHOWN HEREON . " � � 1 � , � / , � i i , \ , � ` i �� ,. ;.�; �h . \a�:e.i�ti��r�imh��\i��utv:a\\��..�AC\��.�titi��Q"c,mea��\��av�vE�,�\\v�a�'v��\�tvt�altS��ot��\va�ta��\\�e::.�\tE...� Q �. �v�i g��e.a��u�� ( .` `v� C ti" � \ . . . . . ' �RAT� ' ;' , � . � � v 4 i \� � . . , +�\ i � ' v � Q� � \ I \ \ I E \ \ � \ \ ' � � A�IIMVI�M �ip� �, \ ` I � . . , . 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R ! t It �� BOUIDER PO IELEPHONE MANHOLE ` � ° � � ��- � � ��°�° BURIm EI.ECTRICAL LJNE C1 05 38 35 36�Q. �� 359. 48 179. �9 359. 34 N89'46 26 E L1 18. 35 �101 '04 46 E � , � � e , , �� , » s � �� I , BRENT BIGGS, A P��FESSIONAL l�AND SURVEYOR REGISTERED UNDER THE �AWS OF -0 GUY POLE UQ UNKNOWN MANHOIF � �r� -�4---� � �� --�---- euRim cns uNE �2 88'28 45 25. 00 3�. 61 24�. 35 34. �� N43'09 54 W �2 140. OQ N848�6 13 W C3 85'31 '00" 96. 00° 14�3. 2�` ��: 77' 13Q. 35' S41 '40'43"E L3 397. 15' S�6'23'13'°E THE STATE OF COL�I�ADQ, DO HEREBY CERTIFY THAT THIS TOPOGRAPHIC MAP WAS t� u� row� � cxFnN our ` ` � °° euRim aHauE uNe MADE BY ME AND UNDER PAY SUPERVISION , AND THAT THE MAP IS ACCURATE AND ° �, C4 88°03°OQ" 101 . 00° 155. 21 ° 97. 62' 140. 38' N40'24'43"W L4 61 . 05` S72'16'47°'W CORRECT TO THE 6EST OF M4X,� 9�NLEDGE. �, � S'TREET LIGHT ov ` •` . ` •• ;,• ........ BURIED SEWER LINE pd cns v,�vE C5 90'00'OQ°' 123. 0�° 193. 21 ' 9 23. 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S. 27598 ' o MONUMENT �E�T C9 34'30 00 140. 00 �4. 30 43. 47 83. d3 N13'09 07 E L9 53. 00 NO2'06 55 W p � �� q ' BEHALF OF � ELEC7RIC METER � r n i s r r � �� n .^.m � er � � ' .� . ... .............._ euaniNC � � � �T �,k,:, --, � � � LAND SURVEYING, INC. ..... ... ... ............. . . e n � r � � r n a a n � : BRICK PAVER WALK m CABLE N PEDESTAL C10 91 '03 02 25. 00 39.73 25. 46 35.68 N41 '25 38 E L10 40. 55 N64`20 0� E � �w � �,,, � �� o re r s m r o u v e n "`�� m o ELECTRIC PEDESYAL C71 05°47 59 3650. 00 369. 45 184-. 88 369. 29 N82'24 21 W L11 140. Q6 N84'26 13 W �'' qy�� '��' � � � � CONCREIE WALK � � � � __________________ EDC� OF ASPHALT . e n i e e : � » . { S.X �`��sa+�gm x `� `� +��` "' �. . � . . � " o ht�Ha�tE PEOESra. 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OWNER: TOWN OF VAIL � . . . . y ; � � � ..c �� ' ,/ . �n....,.,..�....�....�...........�.. / / :.� : i � � �r �a � . . � i c . : � . . . . . ; � � : � .�-- . . , , � � � �� \ - - � �� \� � 2 ; 2 ` ; � �\ � ZONING: GENERAL USE � , : �� ` ` � � �� ;.� ,. `: ��\\ / ; ; ; r :\ �` . � ; ° � _`" '` a' st .4 `��,� / . ; ; ; ; � i ; q� g � �,, � ��cs� � ; � �: � � ��....., / � � ; � : � \ ` �� ! \ "�` � � ,�, �, �:.......y`�(y�' �� s ; ; �� \� �979.E I I � � . ti ; ; . �, s � V ` c : i . � . � :� ,� ,: ��` �� i e i i : � �:�t �,�.� 8979.4 �^� �l�.lx 8180 9 ,..; <<�; �150,9 � k, ,a i� e, � `,�� ` \ �9 �4 ? . «....:°e'� . .....,,,,�...,.,,.,�.,�.,,,..,;,.,.t��,� � ...; . . a ; . . . p . � p ` � ` , .3 , ....,,.. . ., ....:..,....... , , ; � ,� ;,. � h � ° : : � F � �..��.� � :� . . .........h. : , . . e . : ; a a . . c . � . «.....,.....,�,...�...�..,., ..,...,.�...:.,.�...,.. � � . : � ': ; : ` \ ' . �� : � . : : : : \ t>�� , .,. . .,.....,. . . . . . . ....,.,....,....,...... . �„ « .. .., . 8�8��1 � . . c c • . . „ � . . \ V . . . � . ` . . . .. . . . ....� ,n...,>, . .., ..... . . . . , : ...,.... . . . . � . . . . . . __ ,.», . . � . . � ...,r........, \ : F e z , a , i � 3 : � t . ;s `8171.3` � :.ti.,:. . , ......,....... : : ..... � . � , � �:. � .....,..,............, g �� ...t�>....�... ,�................... ,«<... .. , � � . ..,. . � .::: , a a c c : . : a . . � . �.. �F ; t .:...�.�.,,..,. .., ,....,.....,.....,.....,...�. � \ � y� ; ". ;: >. . .�::;: a . C o c e : . . . . \ � . . . . ....,. ,, .»..,� . .. .. ..,.,.». . .��:, . . . „ . �,..��y ,.,......,.......,».......�,�.�.......... 89809 *; . � a . \ c a a e ; : c , a : e \ 6 .i ' � . ,..�. .�....,,, , ..».,�. . ..�,.,., ..,,,,......,... 8780.8 � .. , ; � � . � '`,�• � ,\, .. . � . ;�, . . � . . . � . . . . . . ..>.. . . .,,,.�., . .....,.,... . . »,,.�... . ....,,, . � � •� ' ,�� / \��\� \ �\ : � ..........,.,, ... ...... �.. ... .. .. . , : ,` �: . ` , � I `� ; ; ; � �. � t....................... . � 3 I 'P : : ` : C . ` p � . : : \ : � � . . � E . . \ � . K�iNp\q ' C \ � d 3 � ` ; � :a � :� / :.-� \ � L .�` ; �� . � . ♦ . . _ . . . . ? ' .�: i � � . . � 0 ` "` : � . I : . . . � . . . � 4 � � : . � • � . � . . . . . . '` . . � . � . . . .. � . � . . . . . . `. �`. . . . �. � «.. p . �...,.»..,.......... . . . � . . : � ` � � : . : � .. � � � . . . . \ S ^\ > � � �� \� $ 0 : � ` : � � � � � �} • � . . C � C : ,�. . � � {� V� ; , ., .� , ; _ ; . ; � _ _ _ �� C � ,..,� ��:: � � � ; e � , , G , , ; , ; � i , ; , � ...,,,.�. � • � r ° \ � "s ; : : _ � � F' , f°' . . . . � . . \�� \ ..� : �. � i : ; � : � ; ? \C�\ � �` . � �,i � . . � . . . � � � . . . . ; �� . �\ `i � , \� � ; e ; ; ; 2 ; \ \\ � ..�. . I Q � I . . . .N,.a � � ,, . . \ � �; � � �� \ ' ': � r a g � �� r �176>2 4.5° � � 0 , � i \� � � �'��h \� : � � : e = 3 ��, 817$.9 �' . � F, �� \ ' �' �� \ i e ; � n �;..:. .,,�s �177.0 . ..,..,.,... .,, ,.� ..., , ; . .e 1 \ . . . . . .,.,., • . � . . � � \ ? �. .. . . . . ; . . . , . . � . ;; o; � . . � , . � � .� . ae \ `: .` � ' . . � , . : ` . : ` � j c . . ` . : .r.. .,.....,.�..,- . � � . . � �� .. � t�• .; . : . . . . : � . . . ....�.,. �. ... ,. ..... . ........ . . . .....,,.. � . . ` � . . .� .�� i' \ ! . � : ` � � � '< `�' ' � . . . >.... .... ... . . . v C � . , �� . . . : . � - `�." � � .. . : \ . . . . . : �� a ' �.�i , : �.�... 1.... . .•; • � . \. , \ ; � �. ::.:.. . : 3 `. : ; . : : : : p ... � ' 8� 7�J..3 \.o` ..... �... . ♦ ' ..�,. .t,... �..�.,.. . .....,.,.. ...,..... . . . . .. � . � � . ` . ; �o. �. : \ . :.::.: . : . . . . . : : : : . � >, � .....,, ::;�;:.�. . . . . . . . .. ,. .. ...�...,.,. ., . .....,�.. � �.. .. . . . . � � . � � � . �� :F � �:. � � � »>.. z.....� .. ,,.. . ,. . ....... ....... . ........ ..,�. . . . 8158.5 \� : • a , � � , . , , �. � � ' . � � � s,ca�� .... . � ; . ,1 . \ :; . . , ; . . . ...., .,.,,> �.,, . . .�.�.. ,,..�.,. ».,,. . ., . . .,�». , ,., . , . \ , � ; : : . . . . - \\\\\"..O` :`.\\\\�\\\C\\�� . � . � $ � � � 6 � x} I ...,, . . ��e��»>�ea�ti°°�\ _ <t / ` ti � ; . : `:, , �.i �.,.,,. a , ; . ; . . . . � t ; �., `.. "��...��....................,........ �� ` ` � : z; . e :< . � � S � �.� . . , . ; � . � . . . � � � � i : � : ,\ �:� � � _ ' a . . . .� . . . . . : � , •" � . . . . . . , ; , t. .. . f � � �............. �`y � `� �� / , � e � � : . ; r dd � , . \ . ; : ��. ? .� �� O � : : : i e � ; 1 � ' • 1 �C�� C?��'�€��1"@C;3i� 6.3f�.2Q1C1 y � '� �y . \ ; : ; � ; • ; � . � � " �4 ; \\��\� �.. .` ': � � ? : : : e � 3 � ` �175.3 � � ' `� ; �� ``��.�� f `� � ; : � : r � ? ; � • . _. . . � 6�5. � C}ESCRIPTIJ�1 �3A� , z �� . � : . _ , �i . . � . � � � ; . , � �, ; `�`uh...............,................�..........,..,... �;,; ; i � : j ��\ . . � � � . . p� 1F t .\ 3 . ! '� , 8 5 $ : : : /�p : : � ! / � . . . � . � M �JLTI - LEVEL CONCRETE � ��-��r�c�� c�r �� : 2 � 0��,�4 . . . . . . � �_ .+ti.. ` � . � �/ � . � � � t i � ` � yy/ ` k � � i �` . . . . `��,` �\ c\: / ` � � � � � E ` � � � � � � L �� `, 81 l�$.� � � ,, � �� r��.�..y � �\ � ; ; _ ; � : y ; � ; '��, � P � RKING � TRUCTURE � i , ,.� �;:.,. �� i = : ; ; ; � ; ? � � `�`�� `� ` ' � �'�°� " � � _ „`�� ; = e : : ' STORM SEWER MANHOLE ; \` ��• �R; � a� ss.7".....r.,....,..,,.,.........,..., � � _ � : : ; � ' �, RIM ELEV. = 8156. 7, r ` `' , � � � ; � � ' : ; : : : � : , �� 0 I �' �+.s ,, .�-�s. , � � ,� .....,.......... � ; � ; _ � ; . . ; . , � r� �y INVERT (E) = 8152. 6' � � ° \ : : : � � ; ; ; � � ; \ \ s1a�.s � 't � �°�, .� -�° . � h t \ i : , i : 3 a ; ; � � �F' ,�,��G �d� !� � cS' d GRAPHIC SCALE ' ' v ;� 1 � ;: (' � \`� � � � � ? -► : � : : � � \°�� \��, 6 � ' �?��,�rsr �,��a�°.�,� ' ' .::.............,.....,....,...,...�..,.,.,. 4...,�.R.,......... �� \: : r � : � � \ e ;` s�e � � � � � ' � � � � Z � � . eti � �� . � � 20 0 10 20 40 ❑ sr � \ , � 12~ ..:............,.. ��'`\ \\� , _ � � ; � � ; ; ` :\ `; `�\ ��` � � °� � �� .� � � �a�� fi , _ r �� . . : : : � : o . ev ; , . � i �� CPP �� ; a � � � ; y t E : t ;� `�� ,� �: �17�.7 %�s � Q _ � , ' "; _ . 8174.8 >�, ` , `�.�� _ \�`�\ � ° ; : � � ? � � : ia �� y \\ \O� � � 89 7�.8 �' � �� °�� ;:. \� . , i . IId FEET DRAINAGE WLET GRATE ::i, i� ' �� ; z � ; q : : i : : � \ ........,...,..,......�........, � VENT m �� .� ; \ � � • . � . :` . . � �. \ �� t ``�� "`� � � 6174.8 '��`"�,�.�� "f � ,� �, �� ) , � �' `�� `�� ; � �� : i � ��\ �� y :�' � VENT x� VENT � �� . r�$�� .�"�' 1 iriGh = 20 ft. ELEV. = 8155. 3 �--�, � ` ', • � ; � `� : �� i � `� : �z � �: � � `'�,.,.�.« ; VENT "�� '�=e=�" �, INVERT (N) = 8150. 7° � � : _ ' ,,' ; ; � I ; �� `� °� `� `t � `�� t �� \� �`�,..:: �� ;� � INVERT (W) = 8150. 8' , , 2 . � � . a �� , ; � �. . : > �,,+� ' �.; �\ . ' . � y� y� �\ \��\ �� \�� \ � `�\ ;� i�\�� \�\\�` : �^ � f . . , z ', �� i t \`T �. �.., i � � \� \� �� 1 � \ n t + ,� � �\ . . . » . � I N VERT (S) = 8150. 5 ��'�:..��z, f, , : �� t�� .� •y �� •y� ��\ y�� . , �� y., �- �o• �•:.,w<�u. �.,y�� ...... � � � � @� � . , , \� `. , � , ... " `�^ a �,°..,,.... . ,: �� Z � `� �� w�\'�� < "' �� \ �.,..0 9974.� � ii,<\��o\��. , , �,�.. 815,'�F.Q Z � '1 � � `^�.� > , _: �°" � . . � � . . . � .�v».��w�v \ � �'^ • .��d .. � �x� �., . �� \ � � � � �� \ \ )�" '�.. \� \ . . . . . � � �"�;.�'f ':L\ '�,',�: a � � �<.�.....H.. ....,.�...........................,,.�.. ,.. ... `°�' \ �\ � <y �� \\ �� \ � .... � y��,,z;,\�� _ •,°�°Y,:�,�, r��j.a�� ;` C ; \ �� \ �� \ � \�\ ...\....... . � . � �O�D�O�� , ` �� ;� �� \�� \\ � \�� r•' \� �� ,;ti a SEWER MANHOLE MH 0640 ,,..�' F.� ,i° ;� ,} � F } �.\ \ . ; � ��; ; t fY�.. z�\ `�.\\ `y�\ �� ,, �\ ,; '�, �. ' � ' � .... .. ; �. : '::: r t ` . , c :'< .. . ,` . \ , t � j •' . . . . RIM ELEV = 8153. 1 � F ;� `��• \�.,� �� ' � �.'�\ ` \�\\.�.�\ y��\ � �� ; � s� 74.s INV IN (N ) ELEV = 8137. 0 ��\ � ;�� ' �.......,.. .�� :�,� �\ �� '+ ,` � .. �--- 9974.7 � � �IC. INV IN (E) ELEV = 8137.0' � I ; ': `' � ..:.... .....,............ '"�� ' ` ' � � ` �� ` ` � ;: � ..i � \ �� 3 \ � \� \� �, \ i . \�� ` � ,. 6� t ° ` ' , ' �t�� \ ��_,,..� >. � .� �97'T.� � 4 INV DROP (E) ELEV = 8133. 4� � � „`;'; . �" `� `` �':t\ ;� � �� snv� _�-;rvV ttET�" 8136.9 ' ° � ' �:. ;... � I �s � ``� � � � � � \��\c�:,.�.:' �'"`°'„°,�e��a.4 i � , � \ �� ,,.. , - �t�W� _ � , . ... ..." .... . . „ � \. ��.:. ��:� nRaiN _: _ , ,w .�_,. _. _ v . _ , . .. � __, .. , , _ . . , ,, � _ -� . �--- __ -- --- --- - - _ _ __ � � __ _ ---� � � . � \�\ _\b.. "� ��\� �\. : i" � \ `��}�\ti\ ,� O � ♦ `\; ..�� \ � i ; � � ; � � . . . . ° _..;. ,, a, �` � z: � : i�\ ,M\ � \\� s: � `�� `Lw�'`�'r � . � ` : a � : : �990.9 . � �y ��` �: �\ '\\ ��1 �� ,�CC. \�.�\'� � ��\�� \"`.a�`+� .__. � V 1 � �1 / � � : i 2 � . . � � . . . m . . . : . � \ i�\ �`f a ' P.. \c\: ' e�, � 7Z . �".".. �,�.. V F � ; � � � � p SEWER MANHOLE MH 0620 � �� ,y , � ;. � ;:3„•.;. � �,; �� ats4.c � ' � , r . ,� ` . . �` ,.: �� . � � L � - I �� \ Y\ \?\, `E` `j C� �:�+ao•C::.. �� ,�� 4h� � � � . . . _ RIM ELEV 8158. 0 \ � � �\�` � � � � ` ; ' 2 = : ; ; � � . . ;,, . � : '\ \h � Ob �� \ �`\ e INV IN ELEV = 8143. 6� � ��, : : ; , ; �, `,, ;.,.......,.�._...; �' ��z .,, �, .:..... � ° , ; c � ° � �. � L0T 1 BLOCI� 2 - .` \ ; \ \ �.. . �.\�� , , ,�\� M� �• •�`/ � , a a � ' ; a . . IN V ELEV - 8143. 5' � �� "��, � ; �� \��"° ; ;;•; ; ,, , ,` � \, ...� \\ , ` ; ; ; � � '� \ ' ' I ' �� o.� VAIL/LIONSHEAD FIRST FILING �� ... . �: x ?`��\�� \� �ti \\� � , � r � � ..,: ._ 1 � . . . � \': ' \� \\ .,:>��"'>� ... ... , a . ' : g \ ,,, ,.,� " ; .v�,`Y \``�\ 3.;;;;,�� ,�� ,�\ .......... ... . �,i . � ' ; ; � OUTLiNE QF CANC7PY = . ,, �.. �� ---- � �� _ = r ; s, ; ; � �� GROSS ACREAGE 5 229 ACRE� � � -v..- -�'; '� t.'"�"�� ; � � y ? _ ; g , , � .._ - -�� .. a ��,T � ��"� � , : z : z �: _ . : : , � .,� , ,' , �� , � z \ � v MEASURED NET ACREAGE 5. 205 ACRE� . . � . . � . �.� � 'q � �... . . .... �� \ , ; � �, . . � , s �y / : : ' , � ;z � p� _ � , , i � �i : `� � ; , ` . . _ . , OWNER: TOWN OF VAIL . . � . � , ; Z g `�� \ �� `"�..........r. .......... .., , � ' \� ' s ? c '_, �\ : ' � � - -' - '� � ' � ; : ; i ; ; ; ; �\� ; � ZONING: "GENERAL USE" � �` `� s,.= � \�� = F ; � ; : ; ' : ; � �; . •, `� , : ' ? , � � � � � ; . . � � . / �s . `�` �tst 4 ` � ' ' . � . . . . ��:�� , t � `�,F•<•• �\�\`\� �/ .�� ; ; = i ; `\\�`\ � a � �..............�..< g � ` @ � ��`*��,r �179.� I ._. . . ` ? { �a ; � • �(�l�j /� �� a � ? : c . � . � � . � . \ ` \ � � r, \ ��\ \�/ ` ? ? ? ? j ; �`�. �17.9.4 � . �'!.»��EA�r,K....�.,.8180..9 ='� �': �180.9 °�,� .� ,� � � € ` �`�� r e ,�;. .;>»,. �: ':>:�. �.,.,,,., , ��ii,..., � � .. �� `� �� 1 �4.� a ,. ..,.....,,�.......,.........,...,.... ,»..E;...,.....,,...,... . � :� � �. . i i � � .., . .,,,. ,.. . «..,,..,... �.. _��.,.`.�p, � ,�; . . . � t i � e � ....,. �,�.....,..� 81 $1 .0 :�� , . . .::�3:t . ,,.,,., . . .,.�.,,,..,..., z � . x . 5 � � , . : . . . .;:. . . , c � . � ..:.,. .. ; . . , � . • �� >S . � :C . � i t : .... �:.. 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GRAPI�IC � ALE . . .. . . . � . ; �. � ; ; � � ;. `� . ��. :,, � . ......� � � 7 . ; ; , � . . . . . . . . . . . ; . . . . _...... � . .. . . . . . , . . . . ,:, � : . . ,.. :: ..,� •.� ; , , : : � : : ; .�. ..,.... . r��nr�R �rovs, �aa � v'�a� �. . . .. ........,.,..,.....,., . , ... .. . . ;�. . � .. �.�......,�,«..,....... .................... . . r . . ; � . . . , � . . t.,"�. .......».,�........�.. �. .� \ � � �: \ �: . � 8 : , a � � � M �--� � ; ....�...,,...�».�.,.... ,»....,.... .�... ,.�..�,�, . . ,. `� ,_ , , e 3 i S � i : : ,` �... 8175.3 ..: . . .Y....,.,. .,,.,.,... � . . � _ \ . �. ... . . ......,..,.., . ..�,..«.,�,......:...� .... . � ,. : � . . . , . . . , ; , , . . �.„:. � . � ..,.. ,�..t ., . .... , .,.,.�,. .. � ��" � . . • . . . . V� ' �.. , „...., a... ��:.�.. .. ....... ,� .,.,... � ! � �,�, t � ; ` ; ��;,< 8158.5 �� ,<` ; : a �,�:t.� ,....,. ..,.. ..,.. , ...... ..,..,,, C� El�AR�CNi ��' C)� P6..lE�I..IC.. 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' � ° � ; � : � '_; : � st7s.3 ARCHIT��' �24�D�1�dC� f�E �"URE 9t� � Z ` �� .�� : i = : � ? $ , . 1 inch = 2 � ft. � �,� �� .��,, ,.,� / � �� r ; ; � : = : r ; _ ; ; � - � . . . . � � : � �, .°: i '��.��................,....,....m..,....... . � \ \ ; ; . ; ; , ; .� ,. � . . ;� �� .�\ , � �' � � ? ? ; � ; a j ; � ; '��,, 1 � �, 7�..� P� IJLTP - LEVEL COI� � RETE r � ' � �a�� n� � s�� . � : : , , 0� : � ; C3E �11t� R , �C? €3o2(3.a � :' ? ��' �� , ��„ F � : : ; : _ ; v � $ ; �,� ► F' A R K I N � S T� U C TU R E �; �o�.a9�.��a� �: ��.�s:�.� � � � _ ; : . : . . , � , ;` �� "`��\ � : : � , : . : , 3 � STORM SEWER MANHOLE :"� ;;i : ' , .\ ,\,, •�� / \`� ; � � ; ; � ; ; � � : \`•� I � � IVIL ALPIE� E Ef�GI �EE�tlt� If�C. ,,......,� _ ; ; � � �� .o��e•o• � � \\\y��r.��.��...��...................�. .P �\ C � 4 � C � � ``` ` \� N . � .a . � RIM ELEV. = 8156. 7' � %.....„; ...,.. ��: .. st5s.7 � . ; ; � � � ; ; z � i � . `\ � �t74�.& E�GI€� �£R 5 . . : ...... ; ; , ; � . : � � � � ..... � � . : � ' : : ; ` � 8 74.5 F �',N,��S, C{� � 632 INVERT (E) = 8152. 6, � � � ``, ......... • t ; t : � ? = s �� `�� '� � 970 9�i 3373 : � ", �< �� i ; _ � ; � �� . . . f:971€ �32�-33�3fl ; . : . , ,, , 9 � su �v�� s �� r� s� z�� r�� , � ��. � �� ,. ' : �� : � : : ; : : : : � �� ' � : � z � : � � � � � � ' . � � � : ; e � � � _ � ' .;...........�.......... � �� : : € r : : : � _ � '�z �'�, '��,� � I � � o€� �_�� : t�c�� . . � , ...�..........,.,..,....�......v..... ..... � `��. . ; ; : ; _ � ; � � ; i �� ST \ ,; 1 .2" \ \\��'�� ' ; 3 i : : : ; � : i � �� \ �\\ °� � P , $174.7 Vt`��.. , �C� 81 �5 : �. . CPP \ ° ��. ; ; : _ ; � : � � � � � �C �� : t: 3i`�.�16,£3� � � � � r�� y � , . , z . . . . , , � � ��,� � ° st7�.� � �: �� " � �� , � a � � i � � � � � � �174.8 8174.6 � � ' � : � �\ h ` � � . �8; , � � �\ i � j � � : � � : � �� y �� . , - . ,, < : ; ;: y�� ; ; ; ; ; t i : : : � � �...,�...................,...�»,�� at �a.a L. f�A�il� P�"�RTi � I €�. STR�J�Tl1RA 1 DRAINAGE INLET GRATE �\`` � o � � .� � ; : : : ; : ; : � '� E�dGfP��E� 1 '�� t�.�5� �(�L��'aXt�9(E. �� VENT �t � , . . , , , . � � VEh! 1' ELEV. = 8155. 3 � � y i ;--�. � \ � �� ; �� : � � � �Z �� ; � VENT � � � � � INVERT (N ) � = 8150. 7' �� y =, .°'� i'€ �> �>,�,`,' � . � V `, `.. `. ``. : : : a y � '� \ � ��....... � � � \/ENT � L�', �CE1�iV�C1, �{� 80�15 p \� t: 3�13.4�1 .i�iE3C} ` \ ` + f \ ' p \ \ \� \\\ \\\ � �\ `�\ \ \\ �\\ � ,\\ \\\\ 4Y � 16� � E3 �Pq6.dL933V4.7PlIViJ.� ��tV ,Y.l0._ lll�E'.J � � � � � � � INVERT (W) = 8150. 8' � `�� `b �� , ' ., . �� \ �� t� �`•. `•� � Y � � �� ; � ° iy �t � � ♦ � i� � A A A V A � � � � � A �� '7� � A � � � } \ � : . . A A \ V �'� A � �� V - . m ��a INVERT (S) = 8150. 5 '� ;°: � . ��; � � . ; � \ �,� •� �� •. �� . �� \ � � �., � -.,,,,�'i;�`=> :..�;: � o.., ...._. : �`: �t � � � �` �� ,�� `��?, �.�� E�IC� I�lEER ��l�INEERS, I �lC. � � �� @ � � �,� \:. `��;;:�::��..o�'....� �� .� 815'�.0 t : C� �� \ \� .._�°:� . c: ;.:�� .,..-- �97h,$ 11Q �. �E��f�� °R{ ��.�,�'G. S�� 2Q� ................... .. � . . 2 � ,. � : , ... . . ...��. \ �� . � �� °� \ �. � . . :� � , :;�;� �\ � ;N Z� �' ��.. ..:......,..................,.................................. ....... . � � � � �� \� �� .\ . ,� , 4 ... . . � �� . .� � � /�VC�I CC3 � 1£� ?0 ., f ' i i � :' t1 '�Q. ; � �\ ��\ r� �� \� � � � a ��'' � `�� ; rt a�� ' � � � `� � \ \ \ �\ �� 6 � ` i � �` ^��; WV :� � ,.��' �`� �`� �`� �� \ � � ' �\ \\ t: 97Q.349.61(3$ SEWER MANHOLE MH 0640 ... , ,.,_ ;; ��, � �, ; . ; , � , ; � �Z . � � �.`�`� ��. � � � r� :' v �� ' RIM ELEV = 8153. 1 ' ' ° „ :'� .� .. ;v�.,,;, i w��. _;:° ° �� \ � t � , ,,:..... ��:� � ��\r� � � :_��_ �� \ \� \ � .\ � 617�.6 a� I .: :` � f � �'" � � �� \ �� .� > INV IN (N ) ELEV = 8137. 0� : �\ ' ..� :. . ..�� • � _ °�� p �`? , " .. �--m �97�.� � � � � � INV IN (E) ELEV = 8137. 0' � � �I I � : `_. ; ..v.�..�.... �! � \�� . , �, � �� b a�� . ��: ,. � � � � � � 4" INV DROP (E) ELEV = 8133. 6' � � �� { � :;�� •;' ........� � I � °`� � �� ` y� �� , � �, 6t77:� � �.�-�.e+ti V f`CEP'�=' 8136. 9' � � ; � `�t, ; �� .p � �� A�� \� �srnraoeme � � j �� re" � � 3 \ � ��' � AA � ��A � 87�A4 . � � i � � \ � \ � �� .� A ��' . . . . ; g =:� . � � � �� ,�� \\��,,., � � � �T�ica j DRA a ... " � ., „:��.. ......... :.��., ,:�o.... �i .. � :....�U.... � \��\ ��y�` '` ` �;;;�� a . . ,.� '�. � . ... .... . ..� ��.. `�y� �� , � . . . � . . � . ; �;�tl:,..... • , \\�\\ ��\�� \6 a4i . . . . � d` � � 8 � � . � � . � . a . �� .... � ` \� Z \C ; . . . . &,�.ap e � � �� ` � � - � ..o. .r.................. . . ' . . . O 2 � h �� • � . . � C � \ � \ ��\ � \ �. ��. v �� '49 # . � j � , �' ,n:� ' 8151 .8 !.J ' , � � '� \ _ \� • °�:^: :��.... �� 177 3 ,:.. �r-" 8173.� ;.,� @173.� 8173.8 � & ' .� ` \ � .. . :. . \ s:: a 8176.4 � 817�.9 �.+ ; .,: �� .._\ . E �� . .. �. � < \,. , � ;..� ,a ,. . < � • ,,.,... ...........................�.�., ,;,.,,..,.., ,........�,.. ..S tE. �� r + \ . ' : , � , @t 52.3 ,...,. � 8173 9 �t �� 8773.9 ..� � , l � ..�� . . , o�''�,.e� . v \ \ � •, ,,.;...', 9151 .9 � � . �,i \ �" w . � . \ �, � t ...�.a.� . \- �\ \ . \ � >: ; .y ; � • .� , . 8151 .fi .. ,,.. > .. ..� .•� .., ........ 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ISS. # DES�RIPTIt��! ��TE _ $134. 8' \��,:��`� ,� �\ � ` � \ "' � �` . `�� \ � , w .� . � .� , �. ,:�.,� � � ��h \ T : ;��,,��,°z: _ �,:.. `` _ _ 8ry �//� � � �� ,, ��t" TR E E TO P C I I ��T��z�� - �� : � � a��.c�� 7 �\�� `\ 141 .3 .,...,,.,..... , � OW . A� 2�, .��.��,� :. � ._ ��.��'�� "� ` ; e-----s RCp , I PO .� \ '�� .��4`�� NER• TREETOP C�ND�MIfdIU S :. < :.......�.... DRAINAGE INLET GRATE .'�`,,`� y>�� '� \,�� .;� � �ti , � � _ � :: ....;.�.... _ � ;:� ..,,�\, ��;.�� :� � �...,..,,. , �••� ��.� � �. (BOOK 222, PAGE 223) � I 'Q�, ELEV. - 8138. 4 � \. :�`' , S\\\�'��'�;0 �..«,.� ,,.., � A � \• �`ii.....,.....n.� F ��..... � ��., � °. \ ` F�.__ • INVERT N1 = 8135. 1 .. �� ;. ��.��`::��:�:;:c�:� � :,, � �94�.9 �..��, ` � ;: ..r ��,:.,� � . ��a��.. '' . .,.......... ;.. ��\�� ,�\ `\ \ ' °°'� . . . . ` � / _ � �\\\ ?�...w�z:.H. .:\��y�..� `\\��* , \\�\�\\ �� t>�_ . � . � � \ .��•� ,,•' : �\\ ♦ . ", � „ h / INVERT (N ) 8135.8 ;� : �,� �` ,�.�� "'`� � , .,;, (�� A� �( q °� �` ...• � , � �\, � ;;tuS �,° � C�y , q' � . . `\ . .\^ \�� . � ` _ ��' \ _ � � . .,,., a \ ,,. ? ` . . ! \.}�9 w �& �AS+ yy° / � � ��..�;�� .:;..�,��.�. INVERT S = 8134. 9' `�,��``, '� � �,�:�' �� ., ...,,'a'�=°--_� � ....::. ; �,,.� i: � � � 0 N � , � ��•s�', •.`� \ � ) \ : �� ` ;;, : �� °.y � t��\ \ ��`'` 15" �TEEL : ' � `��\�' DRAINAGE INLET GRATE �� ,�a,�.C. 76�,�6` B��,e� '� ;• t . ; , ,� �L.,...� , :`� � • \ _ �� c� �. . �:\ : � � ; ' �° �� ,..... - - - � < ��; �'~ ELEV. - 8140. 7 ' m s� � � �� `� : � '� �� -°� ;�`�`_ � °� " .._. INYERT (W} = 8137. 8� � � \ 6 \ � lR . . ; r � \ , \\ ` .., . Q y. � , \-a�,.�, �,,� � `�Fi'� ��:"� � � �\\ . . . : . . � a \ i i \, . . \� � �` `��.,��; . �\\\��... . . ;"tJ °� '�'� � gd�`$ -•s,,, . . � � ''�ii�i��F,�, c �: � . \\�\\ � , ,+' .,... °� i`,�,e�� ., , .\` . �� i: � . \��y � \ � ��,J �� , �� \ . � � � � �� , . ��, �� \��. � � � e� ! �e• �a`�\\`a. ,� :i: \ „��. ,.` .��\`�E 7 ii - ``� . • +. \ . i `�Cb o � e � � : . � <��\ � �� ; . • /� . . � a �: . 1 �. ..\ �: ,� . � . � � ">v��\��f 3 . � �\ \�.�\, . . . � . . . I � .\` h �� .' i;� . t �2 Z, ',~� ..m. �co: ��:\.�� . � �� i:S� \ \. �':"Q �4 � � . . i 4� 8�p ° ��° \ t ; ; „� 2 �.�:,,. ,,�� s\;, � ,s . �a:� �;��oa�.,�ti , � � �� /� @� � . � iff, � ` �\ ,(� �� `l' �� \\ � �tv\\ ��aS�.\p� � ,\�� i 1 \> � ,� ` `, i`\ . AE'a'(,j^p y4 Vuv, it:1 Y"itp � � : � .t: � � \ �\ 4��: ��^ �t�Z W ,�+^ . . �\i; ...\� «\ v�D\@;,; . \�,• �.\ � \ \Y. .i.t . � Y ♦, . . . . \�., .� ... ��"\ \., \ . ' I" � � e�. � ��. � t ``'. �.t, ; � �.✓/�, ,, � ac � . tA� �,'�i �. , . . ...� .� � \o�a..��. .� � , � z.:,. ' �, � i \ r �, , �. � \:: ,..\.\. ♦• �\\. /� �.,t '�i ��< e ;��t �` �4��.� � Ce°�� .e =: . . ��,��e,q . �`�\\\�� \\ � :\ . .e�„ ... � , � .� ...� ,;� . . � °��` ��O\\a\�\\��1A ��. N � \ � �\�•a °��J�a : �� \ .1� • � . . . . ).�:p�w. ��„� . \\�\\ \ ��..� ��\\\��s �: �\ :.) y:¢ � :� . >.�\ � �v y S � � � �.i��" .. O . �� . ' . C• � � . . +w...-.,. . . . � � . ..�,.+"}';'�j\�. � .. -�v�� \�\� ��ti�� . �' � t`:. . � � ,.� . ., L..��f _'... �.,-P^� . . . , . . . \ Q \ \ . . . @\ . ��\\a`: � 3 ` ..,._.... ;:�.� �... . ��>s �� .�: � �M` •d .. . : • �� "' � . S , n� ., _. ..., �7�� . .,, > .�� i�......... �... ., y h��4\\` ` . . . . � . . � �. � \� \\ . � . . � .:.., . �\ ` \ . � � �i� '�� t' . � � � • � F�� DRAINAGE INLET GRATE ;�e`,' �\� :� t :• ' � ; � ..,,......,., \ � . B U S `` � ; cV . . ... ;,3�;\�,��;� .:;:• : �� \� �;`� ;c , � �� iFr t...,,<<;�h,:::,.�..,.,.,,.,... ELEV. = 8140. 1 ' :�:::� � :��\��°' �;:,...:: �` � � ��. ' . `\ ��.».�.�....,.. ::: .,, :.,� F , � : s '� :... SH ELTER � ____ ; ;. ,,,. _ . ;,; ..•�:. ,\\�� , , ,_ �,, � � \' � i�:3 ~.. - . � �:� �°';" ` '�� ``� \ ,:� Gp � . �.. :; ::� 6 '2�s,e � � , �'�� .,.,..�..�,., �� . , INVERT (N } - 8136 2 �� Z < ,� �,. , � :,�. ... ,_:... .,. ... � � � , , � f ,\;: •t.r� .� .. INVERT (E) 8137. 1 ..., " . ::`� ' •:::�� \ �� . .��`�� .. �� ,� , ` \�. �\,• �� 7 \ \ \\: � l .� INVERT W = 8136. 1 .... .::��eetr�.....,...,.� . \ /i �,..��v.�w :' \�r �� :. . .��\\\ �: � �r � .�, � �� \� �`., . .........» \\��\�� . \� :\a.`�o •� ��\� `�:x.a.o\v� .. \ �L� \.�� \; : � � � . .:��\�� ;., �� \�� y.�\\\ M1 n.. � � ,....�.- y � ... � �p.. � �� \ �� ' :o�� . S. \ _ v�\\ �\\ . . p.�� . . � <� , c: . � . . ,�,:� � � ? `\ � '�\•°� � . . �. . , ��,. .:a :i�. .\.. . `,\ ,.A\ , ..;�� ... . :•v� ..\,�� t . . ....� J 1 � . �� <� � .. � ..` \ • ,.. .... �.,. , . INVERT S 8136. 1 \ � c•�i� ..\? .`4� � � �v�o� �C:\Q �\�\\�\a \... . o A�i.t ': . " \ � \ i � c:U : \+.�\ vc� . � � . � `\�:�:� � \ ��i\�� ;�� .v i . . q� r �� ! . . ti`� � ��.o. \ a^� { o \` �� \ � ��3,.�Q�... .� �� . � . . � w:..�� \ ��. ,.�. \ n.. � � . �v + ......� "� � vv . \\, � °\ .� s\ . . � \ \ ♦ \ �\.. \\ , '\C ca ��\ � \ + \ . �-. � \ \ \ ��\ ' , ,t � � � �"� � . `� � �. � ♦ . �' \ \ ti . �� .\ �. ? � . � •.� �� \ \ � \� 4 \ \ n\` �� \+ ♦ C\ ` � \ \ . ♦ t \ . � \. � � � �. . � � \ H '� \ \ . �\ . � N.\ ..\ . \ � \ \ \ .\. ,. � ` �� "\ ....� � . . . � � � . \ . � � � ,.. �� . � .... ., >\ . "t . ,. :.� .` v , , \. . \ A•. \ .�. \ � .e 3 � � \ . \ , �� , � ` \: . \ :. ,. �a',---�-.�;,..; � . :, \..• _ <: :: ° , , ,� ., . \ :.�. � , �<; \\�� \\� . . �;.��•:� .'' , � \v � � � ,.�\��c�c �R,. ^� ..a ti . �: . .A \\\\\ . �. ` :\ . �' \ u+' .\. •�, \ . °.a<. �': ..'. � � �� .\ ...\.a tiC�`M \�� ... . \ . . �\ '� \ ` c.. �� \„ � � . . �� \ „v \`. . y� �\\ .:� . �� r � . v . . . �� . a �°�� . \ .� . � ..� �,� \. n � . � \. '� e,\, r � \ C \ \ . �:�.. \ . o�. \ \ \ E . � \ � i , � \ C' � $.,... ' �g � , �.... ♦ v \` � . �v�' \ «\. �.•�., `; , .:. o`\ ` . , , ;.. ��\ .�. . \ „ �. .�� ... .. E. .. ... ":C�\\\� � ��\\�a\ �� \ v��.. \ �� . �� .�\� \ .t � , wi .J� i ..g.:y`� ,e . �� ga. � \� \ 'r \ \�� O ,Q ♦ � � �\. ��\ \ . \ . � \ ...�,� . \��\\ , � . U" �� , �.p�� .. 3�� '�a � � �.\v . . . .. c.'2 : � ��.. .� v` . . \ +\\\\ � :' t ,\. ,F y \ �l`' \,: �" . . t\" t�\\ . t'. w i . �\•R`:�••. . t\ L 1 :\ . �� ' \\ " *_� . . � . e .. E- . ♦ \\•ov -.. • . °�.��:\" `\ .,.��R� . e \ .\� \ \ . . . . \. . ? . V .�� \ . \ . . �. o� i \ .�� \ �A�. .a :� � ` e �lS.a 'X�. � �..0 :�K \.�. a� . �\ � � �� , m.. � � ' �:f . 1 . .\.� �.� ow. .c�\ \� . � a�`� L,`:� �... � \.. � � v.x \ .� \ ��\ ��l': . � i oR\S v. \ . �'�l .\ \ \ . ��.��) \ Z ..� � ' . "^:\ � Qi, a., t \. C`.: �� . � �` .� �' \ \�\.,. �... . � .�..0 a � � \�\. �.�\:. �'\\. � �'' :\ ♦ v.� .\'a `ti �� \ . ��.�\ o u,. \ . �� ; .,� .,a H E ..<: \>� . �?n . . . ..., ..�:.. . . �� . '� •.. ��, . . � SEWER MANHOLE MH 0660 �, c�. \. t�� ;. �t �+`, � s > �� . � :ti..�\t . a\ . �Z . ..� � � \ \. .v.� .. . �. ..�c . . v ` � e . � . �> � � .\��. � . U� � . ..\. 1�.,.. �•'.c,. .\ . �.. . �� . �° � � V� o . \:;v�-.�, .:� . \ � � .� .. �� °�: �� ,... ,.c• � va"'e � 2� . � ` i .•d� �• .s\ . .�� ,\ . \ � �\. . �� : � .`�.. ,.a:.,.. . �.\ :�'; . ��.. .� •�� 0� � \ ..v .mC ..d. "'o°a,$ �\. \\ \,� � �o•• � . .\ . � \ > �\. \�,_.. ) � �� \ , a ♦ \ ,..�� `Q°F.i� . � � \. ; .\ : \ �\� \ � � ni � "`� . !q \ � � 3 i� ��.i .�a�. �\ . .��:\ � .\��„E.�.� .6��:`\ �� \p� \q ' �\. �::o�\�a. . �:.' � V ' '� � :2 � ` �i " , �,Y�'q\ _ �; � : ... ..<:.�x;:.�a . �,: ..�.., . .�� ..�..: � � •�\�� . .. . � .� \.� �, �,:.� .,�. .� � �� . RIM ELEV 8140. 5 � :� � . 3 .. .v, � � �..�. � .� ,.�;. �\ '. � \ . . � . � .� � >.\:,. 1 : \��\. \\\c ��.. .. \\�`�\ ��,. . � .. ,�,. t� o\� � �� '\ ��+'ei�• � . . • .\.. .. \�$ � \., �•'��. �, � � �t: ' <\r v .+�� \\��\\�� "� .'�� "p� . Z�e.. .:�c'� n C� \. �. . .,�� . . s`.-� . iif.a• , \ � 3'�" ` \:�`. E. \ . o-.\,. o , .�'`\.• �. \ \ c . .....:�..�.�� \. �� .\ a. �\ � ,:...�. . .. . \\y. \.: �� `� \:. .�..�Z � \ � .O lAia7 \� . \�� \q �� '.:v \ . �.\\.� ..� � r � \ .... . _ �m � ,., ti, �.. ,.� , .,�,., . ,� , �,� .,� ��\� \� � .. ,::. ,. :� . .=,... � . . . ... �, .�\�� , INV IN E�EV 8126. 3 � . � �.''s:' \�\ {J � IE �v } :.a .s.<<\ � ; .. •Q, \ : ��\ .��m. -�' • �� Q : �\ ,. _ . . �,. � Z ....... v».�. : A \9. .et. :\� � : ,\� ��. ' � ) �. ��. �\\ � i:i�` �\� fl ) _.,� .N�.,, ...`\� - . b `:`s: �..\ .�: ��\\�� \<;.� .� . •\ \ � � C+ : ,:::.�t \ \� . :._� :,:�,. ,,,, ,�,, � � ,:�;�, ><..� .,:,.. \�.:�� .,� , �� . � PVC NW = 8126 . 5 .. �'��: � ..ti, ��.TO TI I � . .��....�, .. , ��>, �. .. ,�..;< .,,,. „ ..; �� ) �e�r�w� ..�. � . . } :�� .. :.. .. . . .... . . .��. . ,. ......�.._ ._....... .. ..... . __ __ �_. _ �.� � - ��v.��_�2�, �---�------- _. - ---_ - -------- - -------_ __ _ ��.. � �__ �� . _ x � - Town of Vail - General Notes GEI� � R� L� �I �T�� m ' 1 . Obtain a Public Way permit from the Town of Vail Department of Public Works, (970) 479- 2158. Obtain all required building permits 22. The Gontractorshall furnish electronic and hard copy reproducible As- Built record drawings shawing horizontal and verticai locations and - � through the Tow� of Vail Department of Community Development, 75 5. Frontage Road, Vail , CO3 81657. elevations of constucted im rovements includin all utilities, and draina e a urtences rior to acce tance of the ro 'ect �" �+� � � P 9 g PP P P P � 1 . THE CONTRACTOR SNALL CQNFORM TO AL� T4WN OF VAIL (OWNER} AND CDOT REGULATION� AND S1IPULATIONS WHILE � � ' ' ° 2. All contractors shall be licensed to perform work within the Tow� of Vail. Obtain and pay for contractor's license at the Town of Vail ACCESSING THROUGH OR WORKING IN THE TOWN OF VAIL AND CDOT RIGHT OF WAY. ��,. , � �` � s �'Tb , Department of Community Development, 75 S. Frontage Road, Vail, CO 81657. 23. The Contractorshall video camera (TV) all instolled public storm sewer pipe prior ta final paving and/ or other final surface treatments ,� are completed . � copy of the video taping shall be provided to the Town of Vail for review and approval and record keeping. 2. ALPINE ENGINEERING, INC., ASSUMES NO RESPONSIBI �iTY FOR UTI�ITY �OCATIONS. IT IS TH CONIRACTOR'S RESPONSIBILITY ' NOT FOR � 3. The contractor shall obtain all necessary sta � dards, specifications, permits, bonds, etc. from all applicable agencies prior to TO FIELD VERIFY THE LOCATION OF A�� UTILITIES PRIOR TO COMMENCEMENT OF ANY CONS3UCTION . �, � F� 24. The Contractorshall be responsible for all aspects of safety - i� d � ' ding, but not limited to, excavation , trenching, shoring, traffic control, � � � CONSTRUCTIC� fV commencement of construction. �a , and security. Referto OSHA Publication 2226, Excavating and Trenching. 3. THE CONTRACTOR SHA�L TAKE ALL APPROPRIATE PRECAUTIONS TO SIGNIFICANT�Y REDUCE �NY POTENTIAL POLLUTION CAUSED � � ! 4. The ublic and the Town of Vail will have the ri ht occu the ublic Ri ht of Wa and ad 'acent facilities durin the entire eriod of BY HIS ACTIVITIES, INCLUDING VEHICLE FUELING, STORAGE OF FERTILIZERS OR CHEMICALS, EiC. THE CONTRACTOR SHALL ` � , P 9 PY P 9 Y 1 9 P � 25. The Contractorshall submit and have a roved a Construction Tr ffi n r I PI n i r construction . Perform site work o erations to minimize conflicts and to facilitate use of the remises and conduct of normal o eratio�s. PP a c Co t o a , n acco dance with the MUTCD (Manual of Uniform HAVE IDENTIFIED PROCEDURES FOR NANDLWG POTENTIA� POLLUTANTS AND HAVE IDENTIFIECSPILL PREVENTION AND RESPONSE � , �: ' � P P P Traffic Controi Dev;es) , to the Town of Vail Construction inspector, prior to any construction activities within , or affecting, the PROCEDURES PRIOR TO ANY AGTIVITIES AT THE PRO�ECT SITE, AND SHA�I COMPLY WITH TE CONDITIONS AND REQUIREMENTS � � �a � � q��' �?� 5. All materials, workmanship, and canstruction of public improvements shall meet or exceed the standards and specifications set forth in Right- of- Way. Thecontractor shall be responsible for providing any and all traffic contral devices as may be required by the construction OF THE CDPHE STORMWATER MANAGEMENT PERMIT AND PLAN. � +�r: '��`'" �'�. ;% the Tow� of Yail Code, Developrnent Standards Handbook, Construction Details and applicable state and federal regulations. Where there is activities. � . s�� , . � conflict between these pians and the specifications, or appiicable standards, the most restrictive standard shall apply. All work shall be 4. THE CONTRACTOR SHALL MINIMIZE ALL OFF SITE S01 � TRACKING. ALL SOIL TRACKED OFF `.TE SHALL BE IMMEDIATELY �. � +< `" ' inspected and approved by the Town of VaiL 26. The Contractorshall submit to the Town of Vail Construction Inspector and gain approval for a constructian staging plan, schedule a�d CLEANED UP TO THE SATISFAGTION OF THE TOWN OF VAIL INSTALL STABILIZER CONSTRUC'ON ENTRANCE PRIOR TO � ' phasing plan prior .o the start of construction . COMMENCEMENT OF ANY CONSTRUCTIdN ACTIVITIES. 6. All refere� ces to any published standards shall refer to the latest revision of said standard, unless , specifically stated otherwise. 5. ALL EXCAVATING FOR ROADWAY, RETAINING WALLS, QRAINAGE FACILI7IES AND OTHER TREN(-IES SHAL� MEET OSHA 27. Construction ses and staging areas must be fenced and mairtained in a secure candition at all times. Keep fencing and surrounding REQUIREMENTS. 7. The engineer who has prepared these plans, by execution and/or seal hereof, does hereby affirm responsibility to the Town of Vail , as areas clear of tras and debris. Any construction debris or mud dropped inta manholes, pipes, . or tracked onto existing roadways shall be CAPy�lghf 2010 � removed immediatey by contractor. Contractor shall repair any excavations or pavement failures caused by construction within or in the beneficiary of said engineer s work, for any errors and omissions contained in these plans, and approval of these plans by the Town of Vail 6. THE CONTRACTOR SHALL KEEP A SET OF CQNTRACT ORAWINGS MARKED UP TO FULLY INDItATE ASBUILT CONDITIONS. THE vicinity of the �imiE of construction . The contractor shall be responsible for damage due ta construction at no addit�onal casts to owner. g Engineer shali not relieve the engineer who has prepared these plans of all such responsibility. Further, to the extent permitted by Iaw, the DRAWINGS SHALL BE PROVIDED TO ALPINE ENGINEERING, INC. UPON CQMPLETION OF THIS N)RK. � The contractor shd remove all sediment, mud, and construction debris that ma accumulate in the flow lines, rivate ro ert , and ublic ■ � engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities and y P p P Y P ■ �� damages which may arise from any negligent errors and omissions contained in these plans. rights of ways of ae town as a result of this construction project. Remova) shall be conducted within 48 hours. Return all construction 7. SAFETY IS THE RESPONSIBILiTY OF THE CONTRACTOR. THE ENGWEER IS NOT RESPONSIBLEFOR SAFETY IN , ON OR ABOUT � �� ■ staging sites to thir original condition upon completion of the construction project, THE PROJECT SITE, NdR FOR CQMPLIANCE BY THE APPROPRIATE PARTY WITH ANY REGULA'ONS RELATING THERETO. 8. All sanitary sewer, storm sewer, and water line construction, as well as power and other "dry" utility installations, shall conform to the 28, pimensions forlayout and co� struction are not to be scaled from any drawing. If pertinent dimensions are nat shown, contact the 8. OBSERVATIONS OF THE WORK IN PROGRESS AND ON - SITE VISITS AR N T T N TR ' A A UARANTEE OR local utility entities standards and specifications current at the date of approval of the plans by the Town of Vail. Desi ner for clarifiation, and annotate the dimension on the as- built record drawin s. E 0 0 BE CO S U.D S G OWNER TAWN OF VAIL 9 g WARRANTY BY THE ENGIfVEER OF THE CONTRACTOR'S CONTRACTUA� OBLIGATIONS. 9. The type, size, location and number of all known underground utilities are approximate when shown on the drawings. It shall be the DEPARTMENT OF PUBLIG WORKS 29. The Co� tractorshall have, onsite at all times, one ( 1 ) signed copy of the approved plans, one (1 } copy of the appropriate standards 9. IF ANY GROUNDWATER IS ENCOUNTERED TNE CONTRACTOR SHALL CONTACT ALPINE ENGINERING, INC. AND THE TOWN OF VAIL __ responsibility of the contractor to verify the existence and location of all underground utilities along the route of the work before 1309 ELKHORN DRIVE commencing new construction . The contractor shall be responsible for unknown underground utilities. and specifications, �nd a copy of any permits and extension agreeme�ts needed for the job. ENGINNERING DEPT. IMMEDIATELY. VAIL, CQ $� 632 ' , 30. if, during the onstruction process, conditions are encountered which could indieate a situation that is not identified in the plans or 10. THE CONTRACTOR SHA�L MAINTAIN TRAFFIC AT ALL TIMES TO THE SATISFACTION OF THE 4/NER. THE CONTRACTOR SHALL t: 970.479.2158 10. These drawings represent only the approximate location of utilities and are included only for the convenience of the contractor. s ecifications, the :ontractor shall contact the Owner, the Desi n En ineer and the Town of Vail Construction ins ector immediatel . MINIMIZE TRAFFIC DISRUPTIONS AND PROVIQE ADEQUATE SAFETY PRECAUTIONS TO ENSURE 'UBLIC SAFETY. �� ' � �� Contractor shall be responsibie for locating all utilities, , pipes and structures. Contact utility notification center of Colorado (800)- 922- 1987 p g g P Y JUNE 201 Q to locate u� derground facilities. Contact Town of Vail for additio� ol locates (970) 479- 2158: Contact Eagle River Water and Sanitation 31 . The designer sall provide, in this location on the plan , the location and description of the nearest surve benchmarks ll . THE CONTRACTOR SHA�� PROTECT AND PRESERVE ALL TREES, BUSHES, SHRUBS, AND GROIND COVER IN A MANNER t�iC3'�f ��i� ��t>IS`T�RI.J �I-IC3f�l ARCHITECT 4240 �0.RGHI'PECTUREINC District for additional locates (970)- 476 - 7480 ext. 114. Utility locates to be performed at least 72 hours prior to a�y construction for the project as Nell as the basis of bearings. the information shall be as follows y ACCEPTABLE TO THE QWNER, AND AS DEFINED WITHIN THE PERTINENT PERMITS. 3OQS LARIMER STREET ' activity. Contractor shall e�sure that work preformed in the proximity to utilities shall be according to the requirements of the �ENVER, C� $�2��J requirements of these agencies. The controctor shall notify the owner's representative of any existing utilities which may interfere with the PROJECT BENCfvtARK: HARN CONTROL POINT "SPRADDLE" ELEVATION= 82�7. 82' 12. THE CONTRACTOR SNA�� MAINTAIN EXISTING DRAINAGE CHANNELS, CULVERTS, AND APPURT.NANCES DURING CONSTRUCTION proposed work prior to construction. The contractor shall repair all existi�g utilities to remain which are damaged during construction at no AS NECESSARY TO PROTECT ROADS AND PROPERTY. �„_„_� ,,��,�,� t: 3O3.Z92.33SS f: 3O3.Z9Z.S� 'I3 additional cost to the owner. PROJECT DATU � SCALE FACTOR: 1 . 00041186 13. THE CONTRACTOR SHA,LL GRADE IN ORDER TO PROVIDE POSITIVE DRAINAGE. CALL uTiuTY NOTIFICATIOPd CENTER OF COLORADO CIVIL ALPINE ENGINEEItING INC. 11 . The contractor shall coordinate and cooperate with the Town of Vail , and all utility companies involved, assuring that the work is Basis of bearinc colorado central zone (harn) nad 1883/92 and town af vail tnapping project october 1996 statio�s spraddfe n ENGINEE6d 34510U.S. 6 UNITA-9 ' accom lished in a timel fashion and with a minimum disru tion of service. The contractor shall be res onsible for contactin in advance, � , „ 14. RETAINING WALLS GREATER THAN 4 FEET IN HEIGHT SHAL� REQUIRE A BUILDING PERMIT FWM THE OTWN OF VAIL AND i P Y P P 9• 1660652.671 e _753950J97 and woodman n 1652148.996 e 2727065. 364, spraddle fio waodman bears s72'2653 w. STRUCTURAL DESIGN BY A STRUCTURAL ENGINEER. 1 - � � 0 - � 22 - � � � 7 EDWARDS C081632 all parties affected by any disruption of a� y utility service as well as the utility companies. , 32. Locate, protec' and maintain bench marks, monuments, controi points and project engineering reference points. Reestablish disturbed 15. TOPOGRAPHY AND SPOT ELEVATIORlS FOR THIS SITE WERE PR4VIDED BY PEAK LAND CONS�TANTS AUGUST AND SEPTEMBER CALL 2-BUSINESS DAYS IN ADVAPtCE t: 970.926.3373 f: 970.926.3390 12. A State Construction Dewatering Wastewater Discharge Permit is required if dewatering is required in order to facilitate construction or if or destroyed itemsat Contractor's expense. 2004 � �EPORE YOU DIG, GRADE, OR EXCAVATE any water is discharged into a storm sewer, channel, irrigation ditch or any waters of the United States. � FOR THE MARKING OF UNDERGROUND MEMeE� ununES SURVEYOR PEAK LAND CONSULTANTS, INC. 33. The Contractorshall be responsible for replaceme�t of any existing materials that are damaged during construction within the limits of 16. ALL CONSTRUCTION SHALL OGCUft WITHIN TOWN OF VAIL CONSTRUCTION HOURS. CONTRACT�R MAY REQUEST A VARIANCE FOR 13. The contractor shall submit for approval a� d comply with all terms and conditions of the Colorado Permit for Storm Water Discharge construction or in he vicinity of the limits of construction , at no additional cost ta the Qwner. EXTENUATING CIRCUMSTANCES, SUCH AS A MAJQR CONCRETE POUR. MAJOR CONSTRUCTIONACTIVITIES SHALL NOT OCCUR 1000 LIONSRIDGE LOOP (Contact Colorado Department of Health, Water Quality Control Division , at (303) 692-3590), the Storm Water Management Plan , and the DURWG OR WITHIN TWfl (2) DAYS OF A HOLIDAY OR DURING OR WITHIN ONE (t ) DAY OF ,4MAJOR GOLF EVENT WITHOUT VA��, C� $1675 Erosion Control Plan. 34. When an existig asphalt street must be cut, the street must be restored to a cundition equal to or better than its original condition. PRIOR APPROVAL. CdNTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE TO THE CVC t�TRO DISTRICT FOR APPROVAL t: 970.476.8644 Patching shall be one in accordance with the Town of Vail Street Rep4ir Standards. The seams of the asphait patches shall be infrared PRIOR TO BEGINNING CONSTRUCTIQN . 14. The Contractor sholl provide and maintain approved erosion and sediment control " best management practices" (BMP) for the project unless otherwise intructed by the Town of Vail Engi� eer. UTILITY OVJNERS STRUCTURAL MARTINIMARTIN INC. duration . Contractar shall inspect BMP� s weekly and after every precipitation event. Contractor shall document inspectio� a�d make reports 17. THE CONTRACTOR SHALL PROVIDE A CdNSTRUCTION STAGING PLAN TO THE TOWN OF VAIL 'RIOR TO BEGINNING available upon request. Accumulated sediment and debris shall be removed from a bmp when the sediment level reaches one half the bmp 35. Upon completi� of constructio� , the site shall be cleaned and restored to a condition equai ko, or better than, that which existed coNSTRUC�noN . ENGINEER 12499WESTCOLFAXAVE ; heights or, at any time that the bmp fu�ctionality is adversely impacted. All necessary maintenance and repair shall be completed within 48 before constructior or to the grades and condition as required by these plans. ELECTRIC .. . . .... . ... . . . . . . . .. . .. .. .. .. . .. . HOLY CROSS ENERGY LAKEWOOD C0 80215 hours of identification , unless otherwise agreed upon . 18. THE CONTRACTOR SHALL SCHEDU �E Fl PRECONSTRUCTION MEETWG WITH THE TOWN OF VAILENGINEER ANp ALPWE {970) 945- 5491 � ' 36. Standard Hand:ap ramps are to 6e constructed at all curb returns as idenkified on these plans. The construction of these handicap ENGINEERING PRIOR TO COMMENCING CONSTRUCTION Acrivi�nES. t: 303.544.2750 15. The Town of Vail shall not be responsible for the maintenance of storm drainage facilities located on private property. Maintenance af ramps shall be in ccordance to ADA current standards. GAS . .... .. .. ... . . .. .. .. . ... .. . .. .. . .. . .. . . . ... .. XCEL ENERGY on site drainage facilities shall be the responsibility of the private owners. 19. PRIOR TO CONSIRUCTIQN , THE CONTRACTOR SHALL MARK ALl TREES INTENDEQ TO BE REM)VED AND SCHEDULE A WALK (303) 571 -6677 MEP �EAUDIN GANZE CONSULTING 37. After acceptane by the Town of Vail , public improvements depicted in these pfans shali be guaranteed to be free from material and THROUGH WITH THE TOWN OF YAIL TO GQNFIRM REM4WAL OF SAID TREES. 16. The Town af Vail shall not be responsible for any damage or injuries sustained as a result of the construction of this project as a workmanship defecs for a minimum period of two years from the date of acceptance. SANITARY SEWER . . . . .. :.. . .. . .. . . . . . .. .. . ERWSD ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 result ot groundwater seepage, whether resulting from groundwater flooding, structural damage or other damage. 20. THE CONTRACTOR SHA�� A,DHERE T6 AL� THE TERMS, CONdITIONS & REQUIREMENTS CdNT�NED WITHIN THE ACCESS PERMIT (g7p) q.79- 2160 AVON, CO 81624 38. The Contractorshall be solely and completely responsible for the conditions at and adjacent to the job site, including safety of persons AND NOTICE TO PROCEED A,GREEMENT AUTHQRIZED BY THE COLORADO DEPARTMENT OF TRISPORTATION. 17. The Contractor shall be responsible for insuring that no mud or debris shall be tracked onto the existing public street system . Mud ond and property durin� performance of the work. The contractor shali provide lights, signs, barricades, flagmen , or other devices necessary to TE�EPHONE . .. . ... .. . . . . .QWEST t: g�O.J49.6'IOS 21 . CONTRACTOR TO MAINTAIN ACCESS TO VAIL INFORMATION BQOTH AND PARKING STRUCTUREAT ALL TIMES " " " " � " "' "" " " debris must be removed within 24 hours by an appropriate mechanical method (i. e. machine broom sweep, light duty front- e�d laader, etc. ) provide for public �fety, pedestrian and vehicular access as needed. This requirement shall appiy continuously a� d not be limited to normal (970) 468-6860 or as approved by the Town of Vail construction inspector. working hours. 22 CONTRACTOR SHALL MAINTAIN 2 WAY TRAFFIC ON SOUTH FRONTAGE ROAD ANd EAST LIONHEAD CIRCLE DURING CONSTRUCTION AT A�L IIMES BEFORE SEPTEMBER 7, 2d10. CABLE . . . . . . . . .. . .. . . .. . ... . .. .. . ... . .. . .. ... . . COMGP,ST 18. The Contractor shall notify the Town of Vail Construction Inspector (970- 479-2198) 72 hours prior to the start of any construction . If 39. The Co� tractorshall not willfully proceed with construction as designed when it is abuious that previausly unknown obstructions and/or (970) 925-4311 work is suspended for any period of time after initiol start- up, the co� tractor shall notify the Town of Vail of reason for suspension and grode differences eist that may not have been known during design . Such conditions shali be immediotely brought to the attention of the 23. NO WORK WILL BE ALL04VED ON EAST LIONSHEAD CIRCLE UNTIL AFTER SEPTEMBER 7, 2010 estimated time of suspension . Contractor shall notify the Town of Vail 72 hours prior to restart of construction . owner's representa�ve for decision . The contractor shall assume fuli responsi6ility tar all necessary revisions and repairs due to failure to give such notificaten at no additional cost to the Owner. 24. NO WORK MAY OCCUR DN THE PARKING STRUCTURE UNTIL AFTER SEPTEMBER 7, 2010. 19. The Contractor shall notify the Town of Vail Environmental Health Inspector (970- 479- 2333) at Ieast 2 working days prior to the start of any earth disturbing activity, or construction on any and all public improvements. 40. At the end of :ach working day, the Contractor shall be responsible for cennecting the axisting storm drainage pipes to the newly 25. NO HEAVY CONSTRUCTION EQUIPMENT ALLOWED ON THE PARKING STRUCTURE. CONSTRUCTIN VEHICLES MUST PARK IN TOWN installed storm drrnage system . All drainage systems within the construction limits shall pe maintained by the Controctor for the entire OF VAIL DESIGNATED (SIGNEQ) PARKING ON THE TOP dECK OF THE LIONSHEAD PARKING SItUCTURE. 20. The Owner shall be responsible for obtaining a� d submitting to the Town of Vail Construction Inspector material tests in accordance with duration of the co�struction project. The contractor shail be responsible ta maintain all drainage within the construction site and offsite � the appiicable standards and specifications for all work within the Public Right- of- Way. If the final soils/pavement design report does not drai� age which is irectly affected by constructio�. 26. CONTRAGTOR TO INSTALL 6' HIGH ;REEN SCREEN FENCWG BETWEEN CONSTRUCTION WORK ,REAS AND ROADWAYS. correspond with the results of the original geotechnical report, the Owner shall be responsible for a re- design of the subject pavement _ g section. All final soils/pavement design reports shall be prepared by a Iicensed Professional Engineer. The final report shall be submitted to 41 . The Contractorshall be responsible for maintaining the operation of the existing Tawn street lights writhin the project limits. The 27. CONSTRUCTION STAGING ALL CDOT TYPE 7 CONCRETE BARRIERS, TEMPORARY ASPHALT AID STRIPING TO BE PLACED the Town of Vail Construction Inspector prior to placeme�t of base and asphalt contractor may pr�uide temporary street lighting approved by Town af Voil, when existing street lights are removed. AUGUST 9TH - 12TH. 21 . Prior to placement of H. B.P. or co�crete within the public Right of Way a mechanica) "proof roll° will be required. The entire subgrade 42. The Contractorshall be responsible for maintaining the operation of existing Town irrigation lines within the project limits unless 28. ALL RAILINGS TO BE DESIGNED BY OTHERS and/or base material shall be rolled with a heavily loaded vehicle having minimum sing�e axle weight of at least 18, 000 Ibs. Any otherwise approvedby the Town of VaiL e subgrode/base section exhibiting excessive pumping or deformotion os determined by the construction inspector shali be reworked, replaced 43. The Contractorshall maintoin occess to fire deportment hydrants ❑nd cannections shall be maintoined throughaut constructio� unless or madified to form a non- yielding surface. 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' v . _.__ .. .._.. . ._... . ..... _.... . . .. . . . . .. ... . . . . .. . . . . .. .. .... . .. ._.. .. ....... . . .... ...... .ii. _ ._. � . �... .__._ .... . � .. . � . \v .\ . _ . . . . . ...... ...... . ::::: . ... ,� . . .. . . .... .. .. ..... .. . .. . .. . .. . . . . _ . . . . .. .. ... ..� .. ....... . _. .. . . .� ♦ . . . . . . .. �. . � .. . . . n . . t . . . : . . . . . . . . . a : .. . � n . . .. _ . .. . .. . . _ : : . .. . . _ _ _ .. _ _ .. _ .._ _ _ . _ . _ _ _ . .� ..... ... . �.. : VAIL, CO 81632 v 1. _.. . . . :.:::, n..: .. ..., n .:: r:. :::.::::::.. ... _...___. q .: .. ..... . . ....... . .. . ..... : .:.: ...:. :...� .:: ..._. .. . ....._ :: ...:.: : ...:. ._. .. ..... . . .._. . .... . . ... .. . . _a. ..: � ::.:::: _..... ... ... e�.u4e � . : . •. . � � ..: ._.. _ _..... ... _.... . . .. . ...... .. ._... ... . . .. .. _.. ..... .. . . �._ . ...... . . . . .. �� .\�� ' : ... . : . . .. .' .. . . . .r . . .. . 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WALK A. �.,.. _ ',, ,.� . � . . � . . . .. . .... . . .. ,.....�. .: . .. .... . .. . _.... , . ..'. :... . ... . ... .. . .. ... . .. . ... , .. .. .. ..__, ... .. .... . ., .__..... .. , ,_.._..., . ,.......... . _. .. ... . � . . . . .. . . . . . . . .. : . . . ., .. .... .. . . 9 �. . . . . . . . . .. . .. ... . ... � . . . . . . .. . . . . . �� .. . .. . _ . . . . . . .. . ... . . . .. _._....._... ._. . .. .... .. . . . . .._ . . .. .� � . .. . . . . . .. . '. .. .. .. . . . . -.._... .. ._ .. . . : .. . !: s. ..:� .,. . .. � . . . ...[l . � \ \ � . .. . . .. . , . .. .. .... . , . . .., .... . . .,. . . . .., . ., ..._ . .. . . .. . 1 . . ' . :.... .. . ... . . . .. .. � ... .....:. : � .'� . . . .. . . . .. .� . 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ENGINEER 0 U.S. 6 UNIT A 9 , .. � . : . , , ,.. ,.. . _, . _... . ... .,. _._ ._. . _. _. _ . ...... . __. ... . , .. , . . . . . . .. ... _ .. _... . . ; .- <.. .. . ,. ., � . ..... 3451 . . __ _.. _ ._ . .. __ .. _..._ _ . .. .. .. .... ... .. _ ...... _... . . . . _ _ . - _ • . , , . _..._... _ . .... . _ .... . . __.... __ __. .. . . � � ._. 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EDWARDS G0 81632 . ,. >,. . : _ :::: »> .;, .., . ._ . . : EDGE OF EXI TING A T . , . . _.. . , ` STA 0+ 16 . 54 . 43. 85 R . ... ,. _ _ . . _. . S ASPH L . ,... , ;:: , .. _ , , . �. . . ::_. .::::: .>,. . .., . . _ �(! . ,.- . . .. . �o \ _ ,. _ ._ ; .. ,., . .. ,. o t ,. : , . . : : . . . . . >.; ,. , . ''(�f .._ . � . .:_. . _.... ..,... . ;_: .•= _ , . . _ ...... , ,.. , , , . ._ � > ::: . . � .. . _:. . . . . . .. . . ,. . /� .- , ; ,. ,.. ' t ' ..'.:.' . ...�: '..'.: . :. . >:::.. ' _ _ ...... . � . . . . . � \l. .. . . . .. . .. ... . � '::::.: . . . ...:: n C ............ . . . . � \. . . . . . . . � . . - � . { _.., � , . � . � . r_ . . . . ... . . . . : .. ::.> . . . 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ONC ETE D AINAGE PAN > ° - � ..,. C R _. ... _ ....... _ .. .._ ._, .. . .. . . . ,... . . R . . _ ;. . .. , . _ _ . ,.... _ c� �;�� TaPSai � .- -_ ; _. _ _ __ _ _ . � . . .�. . � .. , . , , ._. � � : , � _ _ . �, . �. ..� ...... ,. ... ...... . ..� __... .. ... , , , _. , _ . . . � . . : . _ . , . . . : . : : ; , : : ....., : : . ; , .. , .. _ . : . , : , .. .._ .: ..,.__ . _ ,. ... _ `� �. ` _. , _ _ : . �. , , . : , , , -, . �`� ... , �., .. SURVEYOR PEAK LAND CONSULTANTS INC \. : . _. .. _ _. . . _... ...:.<., . _ _ . . . ._ .... . . _ . . :: _ : �t... ., , . ,..: ... � _ - .,, ,.� .. , <:: ;. . . « . - ,. . ;. ; „ � ,. .: . . .. :: ;:,., ; ;:. . ,:. ; . 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TRENCH DRAIN � , , , .r ... , _ . ,::. .. . . . . ,::. .. . � F . .. �n , � INLET ftiM 54A . , ,,.. _ . . . � . .. .. , �.:.:. .. . . _.. .. . . . ...... _::::. . . . . . ._,::. . .. ... . ...:., . _ - . _:.:::: ,: . . .., . . .. � . .. . . ...... .... , o _ . RETAI It�G WALL . , INV.-4 :� .� . , :.: :: . ;:. :::.: . : . . ..... , N s 4 . . . , , : . : ,-.... . t : . .. ... _.. . , _. .... .... . _ _ _. . � _. , _ ., . . . , �, _.. . _ ,. _... �::..::. . _ .,:,:: ,:::. . . . . . .::::::.: .. . ... . . �.. ,. INV. 48.84 , , , . .:. . . . . w . . »..., � .. . � ... , . . ., : , . . ,. , . . 2 � . ... : . ... �. : .:... . . . .: .:. . . .. ;; .: . :. :..:.:.. . . . . ...:::: . . . ..:.-::,: : . , ._ .. _ :::: . . .. . .. ::,:. : . , , .:::.:: .. ..o. . . . . ... : . .. . . . . :. . �. , .: . - - ,. . . . . _ . . . . . . . _ .::. _ .. ... . .. . , . . . . . .. . ..._...... . . . ... ...... . ... ....._ .. . . , .._ .._..,.. ..,. ... . . ... . �.... i . . .. � � . , . 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Y:, ..- ,:.::. � : ;: � >: ; ;.. STORM INLET &GROU.T ;... >., : _._...... ........._w... 3 " � „ �. ,: : . . `� • . . � `. . ; . , � -� PF PROPOSED ELECTRIC ,. . • . „ .... , ` , � . , , `` ` . . . iX; EXIST. WATER VALVE . . . . . . . n:�e.•`' .F . . � :::: .ti�i . * � , . %' '... ". : . .. .. . �... ;" � � � � - ,, ;,. TYPE 2 SECTION IB . SAINCUT :. ; , , � , . �; . �. � : R .;. . ISS # DESCRIPTION DATE . � ) : , : ,�........... .. . . _ ..�. ,- ..:... .:< � ;:l.. .,, . . ,., CONNECTION , , � ,; � > .•: , .......... ...._...__ __._.......__ . ..._. __.. .�..�..>� ,,.,,. , ; < . . . . .. .._. . ,.... . . ,5 A . �. . ._ < ;: .._.,., V .... ..__ _. :.� AND REMOV� EXISTING .._ , ; �. ,..: : > ._: .. ... : ,� , . . , \ . , . , , �:�. , � ..._ ..._. ...... _ , . . _ .. r ..�.,; ; < i . ' _ �:" : �-�° < . < , INV. . IN � - 8147. �9 . .. , , � ' � ` .. . . ,. : , �,. . .�r. . . , ,,. ,�. �;..., . FW: P S N . . � �-- . . ' .._ .. ..... ._... ._....._.._ ....... ...._ ..., . .. � � .....' . � a �,.,' �� ' � � � � . � ; \ SIGN ` , FIRE HY�R NT PROPOSED PHO E , ..•.. _•._ ASPHALT TG�:;.::�ORM NEW . ,; ;. , <:,._. ;' . ,;f' ' ',;`� , ,. � �� : sr�EE-r ucHr �, : sEweR Mar,HO�E CHITECTS PROJECT N0. . 21064 . 04 _ � . ..... ...._ ».... ,..... . . ! .'.,. . . ,y<',' , - i i :�. >. t , � EXISTING CONCRETE � - . , ' . � , , „ ....... . .... :.. �:< ;: . ,. . : : `. ` . , .., . � . . . � y. . �, ......._...�.. ..�_...�__.___° PROPOSED SEWER AR � CONCRETE MEDJl�N, - r r �� ; � t ,�- , r � t,- � - � ` . , `� � � -t� EXIST. STORM INLET EVERGREEN 'fREE �'� T � � � , €,�..� 1 . � �' L . i . . • • . 1 � '. Ct. ) f . � :tt�Y� Gi�f.Jliir fl��4!_ �� .}lY . � �{. . . . . x . INLET BORDER, , ; � � �� ;;> \ ', , ` . �` � ... � . , . � . ... .. .. .... . . ... . ... . . ,. , ,' . ` � . � `. , �..� ° Fi# PROPOSED WATER � � " � �� , . ; ..�. ::: v � ' , , : , , ' • . � � EXISTING CONTOUR z : � kr` � �;:,:>_..... REMAIN f� , i - �s1 , ;3 " ' w ' , , . , � ` -- ,, : ' ' ' ` ` . ` .:` `� • •. • � , , `.. � �, � ` �� .. .._.__.__._�___..._. �.............. -q ...._..,..».,.. PROPOSED ELECTRIC SERVICE _ � • ,,.sy;, ; , :..: , 1 � F < > �+4 � } , _ , � � . ` ' --- &154-- PROPOSED CONTOUR ° F��.. � ' �� ` .6:.'::.F ..3t Y / i 1 �" t 14 :..':� 1- r [+{ . lf .. :� �..... �� , . -'�.` .. .., � `.� �.. . : . ;:` :., t . . ; f '' � . . . ,. .. ..,. i . . . � . . . � '.' �.. . . .. , o � .,. � . . .�............. ............�« ,. q . ;.'nr{� t.,�i ,'`> ;"t -. ;; t 4f. .� � ,' ,;''. �, _ . . ` • � \ ,�, � ^ � � � \�' • ` � • �\ �` EXIST. E�ECIRICAL �INE FT3�d PROPOSED TE�EVISION SERVICE LL ! , 'J ,%' ` , \ � . . \� • . • . , .: > o..> ...... ,:..a ..... EXIST. GAS LINE _........._..... F"5+5 ............._. PROPOSED WATER SERVICE � �. . . � � ' .. ,, � � . . � � _ � \ � , :.:, ; . . ; ` , , . .� , , ..� . . � .m r ; ; . . . , . : _ ,: , .. ... _ _.... - . . . ,,. ,. . . , . EXIST. PHONE LWE _.._...__.... ......_. 0 ER RVI � � , ,..:::::: ' ' ,. . . � , y r ;; _ . . P5S ' :, . � a»:., . � � . . . ::-... :� ;<.. .. , ,. . ; .° .. .. :�. .,, �. �. l : . , . .,. . ._. _... ..... . . _ ��`. ' ��. .., . . . . . _......___ . . _.. ..._ . . . _. � . . ... , � � ...... .. .. ... �.. : �.:c ..:.� .� . �, � : .. ...._... �..,.. . ... �t,. . . . _ . .... . , . ..... .. . . . PR POSED SEW SE CE � . _. . .. : , �.a ; �:. ` . _'' . ... .. .., . ::::::a , .,:. ., . . ,. '.. � � : :'. . ..... . : ;: : . :. ... ,'.... ...` .� \ � . . � ...... . ....... . . . . . . � .� � _...... -. :' : . . -�.. . \ �\. i . i� � .. i..ww � �.� ..a......�.. . . . : l .-' ... . : . : .. _ . ....:... .. .. . . . ....... ..... ........ . . . . . .. ........ ':. . .:i. . . .:.... . .. .. . . . . ...... ...... Z . . . ' . .. . ♦ . ..._. . . .. . : : . . .1 . ' . '� � -v \ ♦ � � . ' . ,...... , ; : : , ,: . > - .:�r .. . � ° PROPOSED PHONE SERVICE !A < :> . . , .. .., ; -.. - . . . . : . ,: , , _ :: .. ` , EXIST. SEWER LINE ° F#�. � , .,: ; , .: ; ,, . , ' :' ,:._. ,. �.. • , ,::- , .. ; , t0 ;: ,,- , .. .. . . : . , ...,..: :> � ' . : , ; , ., .,. , . • , . .: ' : , ; � , ' . ` ' , -�-� PROPOSED GAS SERVICE . , . _. ...._, ,< , .. .. ... .. .. ,: . : . ,. . � F i •" ,, ; , , , : ; , � : ,. r > .. EXIST. WATER LINE P� �,. ; _ ; . .::. , , : . � . � PROPOSED CULVERT . �' ' ' • '" ` ' X S WG RM SEWER r ; .. i ` , . ' :. . : .. ' ' � ... ::. .. .:.. ,. E I T STO , . �i . . .._. , . ,... ., , . : . . : : . ...::. . . . . . . . . . ..._. : : . .., . : ,. � . . , .... ,;.: ,::, . , � `..: .. :� � �.,<__ . . -p .' : ., i .. ' ' . .. :. ;. ' ; . �:: : . PROP. GRADE PROP. ELECTRIC VAU�T �-w ;t:.:, <.::. _ � vm � o _ � BOUNOARY ' ..: : � .. .: _...� . ..::: ,:: _ ' ' d' , ..:. ..::: i ..... :,, .. ,• _ ' .. ,.. .-- '% ° ROP. 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': _ . . .. . . ....... . ..._ . u�N ; _ . .._ OWNER : . ;: . . . ..... .__... ...._. ... .. ..... . _..... ..... m... . .... _. ... _ .... , , ;........._.___._.._........_.__. .................._.._...._......._.._..._...---.___,..._.__________�____.___.._._._.-----------.................. . .... «n..��:�:;:�:...:::..::�..:::_::_:_::.:..__..,. ...... .,,,........... ..,... .. _ .. ..._ .. ._ . . ; . ._.. . .. .. . IC WORK . ,.� _ _ N . . _ . ,..... _ .__..... ..: : _ ... .. . . . 0 N _. .. . __ _. . .. . _ _ ,� , .. . .... .. . . .. . . .... .... . . .. .. .... _.......... - - ..... .. . ; : ,; . , _ . . _. - ... . . . ... ... . . . _. ; ; ; . : ; . , ; , ,' ,; ; . . .... G�NN�E��RPp�NG �'� � �� DEPARTMENT OF PUBL S G � •-:.: , , ` .: ;;, ; ; . ;: ;,. _: ,: � :. .,... : . .; ...: . .. ,. ; , ; .- ' ; � � : .. , ,.. " <. E D : �. _ . . ; :: ; .. E 1309 ELKHORN DRIVE , r . : : , , . ; S A ,: ; _ _ _ , , _ � �� .., : , ; . , . , ,, , ' . : . : . , ,. " ... 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S . . . . ..... .........�... . . . � . . .. . . . . : ... . . i "'.. . :' . . .. . .. ... . .' . . '.. . . . . \ . .. : . . . . . . ; . . . . . . . . . . � N . . :' _ . . . . , . � . . . . . , i .. . . . . : 1 . . . :' : .. .. . . n. ...r..�.::� . . . i� . . :' . . . . � . .. . . .. . . . . � . . ..... . � . . � . . . . . . . . . .. . . . . � ;. ......_ . t._ . .. .. . . . '.. : , . . , . . ..;;.�. ,.:.:, . . . . . . \ o _. . : E � : : � . , , ................... ' ,,. ... , : ,__.. . : . � ....�. . , : ..w . : , , .. . : , , , , ... . ....,,. _. _. . _. . , . � _ . . . . .. . .' : ; ' : , ; C7P � . .,...�...�.................. ..... � -�.e . . . ..... . ' _ .� ; _ _ _ ....... ....... _ . . .. . , b� . B GIN 4 ERF ATED . _ ..... . _ ,... . .;., ' . . . � . .. . E P QR ` _ , ,. L , '� � � .......... �w . � .. . . . . __ . s � � . . _ _ _ ....__ ...��. _ . � ,. , . _ ET , . .. ..... . . z . � . . _ .. . , _ ._ ._. . . ; , � 30�3 LARIMER STRE . , . . .. ........:,.... .. �...... . , _. _. ,. . . ; . _ : .� � � G(�NR! ' J . . ; , `, � , _:: (� EC�F E EC�fO PUMP T0 R . � >. . . ....._ . .... .... ...::.:..... . � .._ cv : .. , , , .. ....... � __ . . , .. ; `�` ; ' , , �.., : ' , . . � : ,: , .. ; ' ':: ; . ... : . , ....�... ' ...... ' � ...........::.......... . . ... . . ., . PVC ON CONC: , � ' ,... ' . ' ...... ...... :...... : .. . ' : _ .,:' � . 1 STALL C EANQU�f , . , _ � ' ; � ; ... . ' _.._ . . . ... ...... . ... . ..... ...... ....... ..... . , _. _.... ...... . . . . , . . : ,.....,. N R .... . . .. . , . ... ,.. . . .............. . . , , . . . , : ., � , : . . . .. :-.. . � � � ' � � �' :�.. ::. :,. . ,... e :� :- � � . :.. � . . : . .. , .... : . . . . . : .. . . . . . : , . .. ��. . : , . .. : . .. : .. : .. . ... :� : .. : , , .. . . . .. ._.. .. , . . . . .. :� . . . . . . :� . . . . . . . .,..,.,. . , . .. ,, : . . ..,..� '. . < . . . . .. . . , .. . . ... . . . : � . . : . . . _ . . . . . . . .. . ;-�... ;- :� ., : , .. > . , . . . . � _:,... , � . ..: .. ,.,, � . . . . : . ._ . . . . : .. . . .; . . . . .. : . . . . . . . . . . . . . . . . . ,, .;;. :� �.. , . : .. . . . . . ... . , .. . ' �� , . . ._. , , r ,,.......,. . .. ' � DENVER CO 80205 . J . . , �,.... . . AIVI � ,� . . S TFtRY SEWER . _. : .�, . .,. . ... _,.....� : ... � ,, ... . . :: . . . .. _. . . . `, . " , � . _ .. . . ., ... ._.. __ . IOPPING SI:AB . . . � _ _ , � . , . , .. . . � . , .....«<- . .. . \. , . , .. ... , , . �... . . ..... � `t .: ' _ . . . ,. �. ..... . � \• � . . � : RIM $�:'�� .. .. . ��• � .. . . . . , : .. . . .,;: : .:_ .. . . .. � ... ... . . :_ � ,,, ; ,� ,. . , ' ; . . . . ` . ... ........... . . � ;. � ' ;' , . ... � � � . . .. . .. . .. . ......: .. , : . . ... ; , . .. .. • . .. : : ,,... ,, ,._., .... .� � .. . � . . . . ,..._ ; ' _ , ... ,. ->..... ' . . : � , ' , ;, �'" , �, . ,.. , ti... . � . : . ,- . .. ♦ . .. ' . . .. . .. .. ::... . _ : . . . .. . .. � . � 4 F ,.... \ ,. � . . PERF., tNV. 77 7 � : ; . . .... � .� ' .. _. ....,,._.. .._ .. .. , : „ . :e . A ' N UT .. , ; a ; , , INSTALL CLEANOUT „ .,_ INST ,L CLEA 0 , .. : ,: ' �.... � � ... : .: . . . _ ., t. .2 2. f. .2 2. 11 . . , , .. . � .. . �� 303 9 3388 303 9 3 .... ,�::.... ..... ............... . � ' ; ..,, __... . ... . . � . . . . . . � 3 _. . ...... . . . . . , . ' : . . . . , . .. .: � . ,.., . .... . .....; � ;... \ : , , :. . �.. . .. , , , , �. . , . _ .�. . . . . : i c �A �..:�.: .�...� > .. ; _ . . . „,. UT . : , . _ _ � ,... : ... NSTALL L NQ ,v � : . , . . , . _ , . : „ . . - . _ _ zl _ ,,, . . . _ ,t .. .,,::<.,.... ,„. ,. . .. - RIM 80.50 .. . . :- .. ,...,. ;, .<..,,,; . R . 36 :: � , . . _ , .. , .... . :: IM Bt . . ; �: .. _ .. . ., , . �,...,. ... _ � . _' . : . ' :' :� �� :� . .. ,......... . . : :� . ' . :' :� . . .... . ' . \ : :' f \�. .,� . . :' . � . . ., ,. .. _ .,.. . .. . :. . . F :- �. ... '� .. . . ; ; �t��a;Et c EaNaur . ; _.._ ..... .. , . . , .. : ; . . , . _. ..._. , ... ..,.... .. . : � � . .� .. `�. � . .. . _. �_ . _ , ..: . .. : . . ..... � � ; : . ..,, . , .{ �,,.� : .- E -..- 6 SOLID PVG STORM _.... ' Ri}� B'i .�s' , �... .... : .: ; .. ; *�..� �..._ � .t �, . �� _.,<. . �.,,> � ; . . ; , _ �.� ,; ._ ., �... �. ... ....�, : . � , , ' ,- ; _ , < .. ........ ;, ' . < ' . _ . .. . ' . . . . _ ; ,; . . . ' _ _. .. _ .... .. � ; 5 r . ' , . INV. 7$. _ ; t . . „ ,... . � w RI 8. .0 .. � . . .. . .-. . . M 1 0 ... : ., :. . ... ...... , . . _ � �--. . ...... . CIVIL ALPINE ENGINEERING INC. ,. : ... , , \ ,.. � ..., .. . � _ . .> ... _.. , , ,.. a ,_. ... , . . .. � . ; : , . - ........... .. 4 . SOLI PVC SLOP� 1 %.. MIN . ... . . .. .. � . ; , ..: ,. _ , INV. 77.4 r. �... .� .r. _. . .� , .,. . . ; . ; .. , . , . , _ . � . , . m �... . , : , , , .... �.... � .. , �` , ...,. : .,..,..,, , , . . � .._. � , ,. .--�. , . ..... .. ; . � . ; � . .. -' . -�-..� � , . : , �. . ; , . .. , _ , . --�..- , .,,::: ,. ; n. :� .r...... . . , , ,> �. , � ; ,..,., . ; : , ' : I N V. 77. 2: � ,. ` ; ....,..�. . , , � � �y . ' . °. , ....:;:.. : ,.. ..� ENGINEER , : ' ' � � � � � � p�p t . . . , .��, f > � ..v ,. .. 34510 U ,S. 6 UNITA-9 � : � � � �'� . ' , _ � , : .� �� . ' . , �....�. , , 6 . V .. � . _....... , ,. . � �. � � �p�s ,�'�+��' � . � SOLI.p P C ��p - � _. , . . , .... . _ .. : ._ � :- z a . _ � , , .. ; _.. � � � � . , i v �. .w�.. � _ _ . , � � � �, u , . INY. 76,9 ,,.. . . . . . . / � . . . . . . . . ,..: . . : :: . _ . .... ..... .. . . . . . ' Y A#�: � C . ::W,' . . . : . . .. . . . . �: ..��.�m . . . . . . .. . I � . . . . . . ... ..:.... .... . . .. : .. : .. : AUO � � � ��.��. �. � . . ... . . . ... : :' . +. :' , •., ;i , :• . . . . . . . . . . . . . . . . . �.��..�... . . .. . . .. . : . .. .. _ . � � � ;. . . ._' :........... . . :' ..: . "..: '.. ,: '..: '.. .: .w� � .. . `. ,: � � . _: l , ,� .. , : : . ... , : ` .::; ' ; > , _ ._..>._ _ ; , ; \ � � � O` �. . .�., _... . _._. . ; ,. .,.. , . � __ . .. . � � � � � � � � , � _. � ...�.w , ..�� . � < . . : : � _ .._. : , `�..\ , � � _ _ ...�,.,. . ;: . ; EDWARDS CO 81632 _ : � � � � � � � :: ; ` , , � �. � � �- � � � . � � �.,-� ,: . , -.v > _.. _ , _.. . � � � O � . : , ' : :. .. __.>,:; ... ' -� _ ... . . � � :� �m_ .. . _ . , : , ... ,.: :.: . �� , `'� �._ . � .� �..... ; : _ _ . � , .. ,... , , _ . � � � ; _ _.. _ ... _ . ... .. .... ... _. . . . . � � 4. m � _ ' . . _ aa. 5 _ _� __ . so.s_ _ _ _ . � � � . _ __ _. . . .. . . . . .. � _. .. , _ _ _... .. __ . . . . . . . � � � , TP OF TOPPING _ , .. : _. . ::..:.: .:::...:. . . ... . ..:::: <::: _ _... _ _. _ .. : ca, , . �.! : � ; .. . : .. , .. 80. 3 _ .. .. ._. ._ _. .. . .. ._.. _ ._ . '�'� .- . _ . 1 . 25� _. t. 970. .3373 f. 970.926. 0 . -�- :::�' _..... _. , __:..__ ;...._. _ _ .. . � : ~� , : , : , _, � , : _ , , _ . .. ,:;;: _ , ,.:-� _ . ...... ,- > � <, _ :.:,. _ : ; . , ,. _ _ . , . , ; ;.; ;:; , : ._ , o ` SAB-77.& ; �' � ;:.;;; TOC- $1 . 3 � _...._ � TQP.:.;f�F TQPPING . , ' . . `. ". l--""� , :: : . :::;;...,:, � - r ,• a >.:. ti , ; ,: ,,, . _ ,. : ; _ .. .._. _ �:; > :: ..�.. }: _ , _ , . � sa � � BO 7 >::.: . T0�- 8i . � . , , .::: � , : __ _ -� . .... _.......� _..:: .. . : , ,. . , . . .. . , _.... �. _ .. _ �` .,,. , _ . _ .. ... �-�, - , _. ...... . .. . .. . . .. .:... , . - 9 ::.;. � ��f�F. P� _:::::.... . � �..:�:�.-..�a ,-' � : ,. . : _ , , �e _.... ...... > ... ,r . . , . . . �" TOC 81 . ...... Cv t .. ;: � : � : ._.�.r �. ; , : : . . . _ � o ;::. ', .. SLA6 77_5 . ....., <':. .... .._ .. ... E '� _ _ _ .. .. , : ; . \ __ ;.;:. "• "� - �. , ..,--, :��' » � ` , ; ,: � ;<: � �- ,- z >,>; � . � < ;�';; F SURVEYOR PEAK LAND CONSULTANTS INC. ' "' ' " ` "" ` r � � � � � � � ,,.�--��TOP QF TOPPING� � � t % _ ,-- `-,-��, ...-} : BEGIN 4 PERFORATED � , ; , ,: : : ,: ,. .. . .. - - ,: ;: . _..; ` <::... a.� � . . . ;: ; ;.._ ,_ ,J � ; : ; ..-M• -' ...__ <: _: � >:: '� TOC- 81 . 9 :< : � � ,.''�;_ !i ,:.. ...d,�,.....,• :. , < , , , , ,,;.... ' ,. . t�' , . . . �.. . e.., ,: ., , ,<., , .: :.: .�� ..... �. : ,: � _ � �...--•--�� , o � , � ; ... : � <: -: ., ... ,. .. � H . _.... . . �... ;::. 80., ;::: _ . > . � � i PYC ON CONC. .... .� : : . ,: ., : : . ; .... > .:...... ^_� ,. '� . �w LAB �7.s � . � � � � � :� � . 100� LIONSRIDGE L�OP ,�- .., °�, : . ,.; ,. :,. _ . ...,. f �, .::::: ._. .. �._ � � � � � � � o �..� _ .. . .. .. . ..::.... . .. _ -^� , , ;. . ,�-'f - , . . . . :� : .. . .. ., . . . . ... . . . _._. . z,.l ...>, w ,. ,.:::;5 ...,r .:♦ � ' :::_ � � .�v n� � a� � a � � '� c ;::: t �,. . ... .� ,:.. .. . ..,.. _�.� . . : ... •� � -�.+n Cr- TOPPING S�AB � '' .. . . .' ., . . ; . : .� :- ,- ,. : �� i :� .. . : ;: : . ...,.. :-:.... .:._. . -..; .... : : : . � - ..... a . 0 .....,. .. . . - ... . . . . : : , . : : :-. .. . . . . . . . .. . . .....� . [""" , .::..�:. � ) � ,.., a.'.: ''�.._.. . . . - .� . . . . . . . . , . . . . .., . ...... ..... .......... . . ,>.. • �. -�a. ..... . ...... ...... . .. � 4" SOLID PVC � . � . : . .. . . . ....... __. __.... ._ . � p , : . ... . .... �, _. 4�� c� . . ::. � �. PLANTER AREAINLE .__ �( ,, . , . .? � , I . , , , _.., . .:. .. . , .. ... _ _..... T ... . 3 � . VA L CO 81675 , , : .. : . .. : . .. . . . . , s1 . . � _.. _ }� . ...: � �. p ..,.._ .._ ...... ... . :;:.. � . 4 PERF. INV. 77.6 ...... . � , . ::::. . .. . . .. . . .. :'::�� . V . J \.::.:: . ...... _ . _. r-. . . . : . .. .. . :. '. � . . :. . :. ... : : .. : .. : ,... . .. . . . . . . . .. .: . .:�:: . ,. , . .� . . . . ::. . . . . ..... ..._ � ... . _. � . . .:o:.: .::.: .. ...... .,. . ._. . . ...... .. � . . . . . •.. . . . . � . . .. , . . .. .. . .. . . . ....,. � a ,:::.: � .::. .. . .. . . � . '� � . . . . . . : . ,. . . . . , �.. :: .... .. � � . .. . .. .�. . � . . :.:... .. .... . ... :.._ .. .' : :c.;;: � � � �� .:.-: � . ... .. ... �..:.. .... . . . ��, . ; . . .. . . � _ . .::::::.; .. _. . .. _.. .... . .. .... _.......... . _. ..._ 4 PERF. PVG � -�-..... ....�._._--- _.... � . . ... _ . ..,. . _ .__ ,.,, . . : ,:.: � , . _ . ;' . , , . . _ . __... NYLOPLAST 8 t \... .�� t )RAIN ..__ _ .. _::. �,.:1 , .. :.:: ,::::. :, , .::. . :: ;.:.;.: 81 . 9 � -,�a ,.. . , , . R._..._....._._�_ . ,. . . ,. : ,::.: ...,.� .. :..:: _ ;.>::. ..._:. : , Q .� �.. ,r �_ ,, ., ; , ,. . / �. ..... ... , . .: ... . . . . .__.:. .:.:. .� : .::::: . . . . ....:,: . .. _ . .._ . ......_ . ........ ,::. ... . .. . ._ _... . .. . . 3 R . � ,:::: ' � ... : �- .. � i ... . .., �.. . .. . : ; , ,: _._ t .. . `�. .: .: . . . :... . . , , ,. : ... _ . . t: 970.476.8644 s . . _.. . . ., . . . ... . __ .... . ..... . __ .. . __ ., . _. , . . . . ,. _ . . __ _ a � � � . .�.. ..�. . . ;: , ,. _ . _ _ w:: ; _. . . _ � .� . .� . . . � _ .. :, ._ _ _ . : . . .<. . , _. ..., .::.:... , : . �,. _ _ ._ ,. _ , . .. . _ .., _ ... .. . >, _.. . ...... _ . ; .: . :: ,::. , RIM 80.7 ..... .. \.... . � � _.. . .. . . ,...__. _____ .. _ ...,._ .......,. ...: ,,::: _:. _. � .. S , , _ ,_ ., �. _. , - . . _... � . . . ... _... .... . . . . ,......_. ._,...... ... r ...,, ____._ -,,, ....._.... _ . ., .....,.. .... ; 81 .9 . :.��.. _ __ ..._. :... _.. ._._ _. ... _.._.. �,.... � ...._ .. .: . _:.. , : _ > _ . .. w. ...... _ _ .._ _ .. _ .__.. : . .. _._.._. _. _.. ... --..... .. �' . , . _. ....._ . .:: ._.. ... ._._. _... . . �.... _. ,> ., .._ .,.� , ; , . . . , , .. PAVER PLAZA , �.: . _ ..; _. .. _ , �, .. .. . , . : .. . _ ... _ _..... __ . _ . . . : . : . ,. . ,. . � . � . _.... _ . 4 _ ...... . _.. fi. . ._:. . . ,.. . . ......... . _. ... . ........ ._.. , . ..,. ,.. . .. . . .... . ..... .... ..... ... . ._... .... . ... ��: :�.::; :.;:.: .._.......... :::.;: . . . .. . , . . .. ._ . , . . ..... _. . . . .._ _ _. . _..... __. .. . ........ .. . .... ......_ ... ..... ....._ , ..... .. .. , ,... .... . . �. .. . ..... ... ^c __._.. � > _. ;.:: <:: . ::. ,. ; ... . . . . : .. ... . Y .. .. . .. . .,�. _. .. . ........... . . � ......1 . ... �._ . .._. _ .._.. ....... . ....... . .,._.. . ..... .._ . . -. . . .. . . ...... .... ..... ..... . � . .. . .. .:. 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Q' � 184 _ __ ___._ __. _ ___...__._ Ct1RB & _. .__ _.__ __ _ _ _ ...._ _ . _ ._ _. . __:_ __ __ .._._ ___ . ..__ _;. _ �UR� - & __ _ EDWARDS, CO 81632 � �f� � � 1 /'-'� 1 � 01 V � w GUTTER � _ _ _._. _ ...._.__ C� PROPOSED _ � �, _. _ _ ;_._ GUTTER _ _ __ t: 970.926.3373 f: 970.926.3390 ____ .__.._____ __ __ _ _. .._. ... ., �+ � 818Q ; ______. ._ .____._ _... _ _ _ _ .. ... .... .._.. _ _ ... ___ ... __._._. ____ .... _ __ .... . ..__.____ __. _ __._ _ _. _.. . _ , SURVEYOR PEAK LAND CONSULTANTS, INC. i � � �O - E � C� NT�.7 � _ _ _ _ .__._ _______ _ _..__ .__ . . ._ ._. .._ _ _. ___ __... _ ,. _._ . ____.. _ . _._ __ _.___. _:._. . _ . .. ._ _ _ _ _ __ _ 1000 LIONSRIDGE LQOP w � Z 8176 ; - -- _ _ . PROPOSED . __ VAIL, CO 81675 W __ __ _ - _ _. _.:_ __ _ __ __ __ _. _ .___ ._ _ GRaUND _ -_. __ _ ._ . .._.. _. _ __ _ __.__ . _. ._ t: 970.476.8644 _ ____..._ __ _ _. _ __ _ ___ 3 . 0 ' 18. 0 ' v 18 . a' 3 . (� __ _ _____.. __.. _ __ . . 2,, A°HALT OVERLAY _._ _.... . _ _ ._ � STRUCTURAL MARTIAiIMARTiNINC. �172 ._. �____ _ _ __ _ ___ ____ __._.. _ __ ""'� ENGINEER 12499 WEST COLFAX AVE _. .. 2„ OVERLAY ON ° � _ LANE STRIPING LANE STRIPING ` CONC. EXISTING CO�. 8168 ' � . ... LAKEWOOD, CO 80215 _. _ __ _.. _.__ __. _._. __ . _ .._.. _ .____. _ ._. ._ _. ___. __ .. _._ ____ _ . _.._. t: 303.544.2750 PAN VARIES ASPHALT VARIES PAP __� � _...._ . - ... _____ _..._. ...EDGE C3F__ _ _ _ ..__.__. . ___ . ... _ .. _ .. . . . . ___ . . _.. ._ _. . . _ _. __ DGE._ L?F . _ . _ _ __...._ _ _ �IIEP BEAUDIN G/�NZE CON3ULTING 2 % EXISTING XISTING g� � q. __ _ ENGINEER 110 E. BEAVER CREEK B�VD. SUITE 202 2% __. _ _ ASPHALT __ .. _ .... _._. _. _ __. _ SPHA�T_ _.. _.�.._— ____`� __. _ __.. __. . . __._ _ . _. . . _. __ . . _ .__ __ . . . .._. _ _ _ _ - -- AVON, CO 81620 . . t 970 949 6108 , \ \ Y � • � � t .\ �. � �. � � a. � \ � � �. . . � �. . 1.p �aqy \•� \ \ � \ \ v.. .` � .t.� . � � ..� �. ... .f. � . . .. , �. `. , . _ e . . � � ` .. . ^ \. . . .: . � . ,� . � .` .. � .< .� � . .. , E " �' � `�` � 160 _ _ ___ ___ .... __ .. .. ._ _. _ _ _ ___ ___. .. . _ . ... . _ . . _ _..._. . ..._ __ .. . _.... .. . _ _ ._ _ _. _ .. ..._ _.. . _ .. _ _ ___ , .,.. � t..:��. ., , : ,. ... ,, � , . . ;,....r, , r . ...� 1J�?"ll� E'�E'� _ 8158 . ___ _ _ - -- __ __.... . __.....___ _. _... . _._ __. _.. . . _.. . . _. . .__._._ _ , ...._ _..__ ____. . .., _ .. . _ _ _ . ___. . _ _ . . � �� Q� ,��T � I � t�� H � AC� CIRCLE a � � " �TA�1'I � t� 0 � 6 � � � �TIC� I� !-� ° � : � 1 ' = 1 � ' � � lIV � ST GAF�AGE SKI � R [� I�UF� C.� � � — � �ll �"F�Y I o + ao Q� Sa m s � c-ric-, � c �� . � Y _ � � � ___ _ _ __ - -- � � � � � ,:. 8188 _ -_ _ _ _ _ _ _ _ _ __ _ . _ __ _ - ___ _ � . __ _ _ _ _ _ _ _ � �i _ _ _ _ _ _ _ _ _ _ _ _ __ PROPOSED PAVED PROPOSED � , 8184 ___ _ _ ___ __ _ _ _ - _ _ _. __ __ __. __ _. __ _ _ SNOW Sl'ORA�E ___ _. HEATED__WP;�K _ __. ___ � (f� 4 ; _._. __ . _ _ _ . _ ___ . ____ _ _ AREA, 4" __HBP,. fi" _ . . __ __ __ _. __._ _.__ 1— ' s CONCRETE SEE DETAILED _ _ _ _ __ _ _ _ ___ _ _ __ __ _ __ . __ . _ __ ___ _ _ ' PRQPOSED ' CLASS 6 � � � WALL ...< P - _____ _. __ _ _ ___ _ _ _ _ . _ _ _ _ _ . _ _ __ __ _ _ ___ _ __ __ _ __ _ _ __ __ _ � AVEMENT SECTION , g18o , __ _ _ _ _ _ . _ _ _PaRKi � c__ _ __ � u�l C'3 CONCRETE CONCRETE WALL DETAIL E C017 STRUCTURE � RE : STRU CT. -: , :. ___ _ _ __ _ _ _ __ _ _ _ - _ __ __ _ _ ____ _ _ _____ __ _ ___ __ _ _ __ _ __ _ _ _ . __ _ ___ _ ___ ___ _ ___ Z � � : WALL (RE. STRUCT} , ;,. :... _ UPPER DECK � C[ � � ( RE: STRUCT. ) g� �s __ _ _. ' _ _ _ _ __ _ _ _ _ ____ __ ___ _ _J a ' r . _ _ __ _ _ _ _ . __ __ . _ _ _. _ _... __ _ __, ._ . EXISTING ._ . _ __. •"'.. .. � � _2. 0' ' .._ ` , _ _ _ __ __. . _ __. _ _ 2. 0 __ _ _ ._ _ _ _ _ __2.�-; 1 SLOPE _ _ , :.... __ __ _. _ __ _ ___ __ __. _._. _ ___ __ � I° � � CURB & CURB & PRdPOSED I ...... ... ` ._._ . _._ _.__ _.. . __. _ _ __ _ _ _ _ ._ __ _ _ � 8172 _.__ ___ - - _._GUTTER_ _ _ __.. _ __ � PFdOPOSED ____ _ _ . _ GU�TER _ ___ _ _ _ __ _ __ _ ,. __ __ . . ...... � � O .... Q � L� � ' , , , , , , , 1 . 5 9 . 5 3. 0 9 . 5 � STRUCTURAL 1 . 5 1 . 5 1 . 5 -� : 18 - 18 . -._ _ _ ___ ___ _ _ _ _ _ RE�fAINtNG_ WALL _ _ _ , , , .. _ _ _._ _ _ _EXIST. -ASPHAL-T_(T0 . __ _ .._ _ . _ __ _ � � � � : ARIE _ _ _ _ __ _ ARIE _ ..." BE _ REMQVED� '� :. 8168 . .. _.. _ _ __. _ - _ _ __. _ _ _ _ _ __._ ___ _ _ _.(TYP)...__ _.._ . , .:.. __ __ __ -_ __ � � � � • DRIVE OUT OMM PA ERS DRIVE IN __. ___ __ ___ __ _ _ __ _ _ _ ___ __ _ . _ __ ___ _ _.__ __. ,::... �� _ _ _ ___ __ _ _ _ _ _ _ ____ LJ„f � C� � VER 1 " AND EXISTING ., . ... --- � � � � 8164 , _ _ _ _ _.___. __ _._ _ . . __ _.. __. _ _ _ _ __. - GROUND __ . ...... . __ . _ _ ___ ___ _.__ _ _RAIL-INGS _BY_ OTHERS _ __ _._ . .� '-- � ; ;__.__ __ _ __..._. 2".-_ASP.HALT_.OVERL�Y _. _. _ _ __.. ____ __ . _ _ _ _. _ _ _ . ._ _ ._. __. ____ _,.... .. _ ._. _._ __ ___ _ __ _.._ _____ __ . ._ _ ___ _._ _._ _ ____ I— � � �,..... � � C.e? �� 2% .... ..... � —o- 2� � 6 VERTICAL---___„�,.. __ _ _ _ ___ . _ ,.. _ - _. __ __ . _ _ _ . _ _. _ __ . —,,.- . :, , _ _ _ _ _ _ _ _ SPILL CURB � �: . ., ��: s � s �.. , _ ... _:�. _ _ _ _ _ _ _ _ � . . .�, . . , ` : 6�� . _. a _... , � - -. _ .. ...... ........ .vJ , : : . :. � ERTICAL .,._ ... � � . . ` \ . 4.� \ �� ' \. . . . :- � . 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CATCH CURB SPILL CURB DRIVE 8152 - ASPHA�T - -- - -- --- - - � � � _ ___ _ ___ _ _ _ . _ __ - __ _ ___ _ _ __ _ _. .. ____ _ _ __ __ __ _ _ __ __ _ _ __ _ �'./a �,/, � 8148 -___ __ . _.__ ___ _ - . _ __ _ _ _ _ _ _ __ _ __ ___ _ _._ ._ _ __ ___. _ _ _ _ __ . _ __ .._ _ ____ _ _ __._ � � G0� DATUM ELEY _ __ _ _ _ ___ __ _ __ _ _ _ ._ _ _ _ __ _._ _ _ _ _ _ _ _ _ _ � C� � __ ___ __ _ _ _ _. _ _ _ _ _ _ _ _ __ . ._ _D B145oo E ��T I_ IONSH � A � II�� C� � '�' e FOR ADDITI � NAL INFORMATION 8c PAVEMENT CONSTRU � TION o � �°('fi�TION 2 -I-1 �3 S � � I � i� � � � � � � � � � CONSIDERATIONS SEE KOECHLEIN CONSULTING ENGINNEP, S INC . � � 1 „ � 1C� , � °° � GEOTECNNICAL REPORT DATED 12 f 3 / 09 JOB # 09 — C� 35 � � 0+ 00 0+ 50 1 + 00 � � w � � , L . . . . . . . . . � . . b . . . � � . � � . . . . . . . . . $ . . . . . 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BACKFI �L SEE DETAIL OF CUT FILL SLOPE 6" 2 COMPACT TO 95� STANDARD ' s...,. .�x�.,;"�.� G.� ti�� ` r:- �:. ,.a, �.� " � f � .. . �.� .�,�,>,. : . � <, � .�� , � " 2. SLOPE AT 1 " PER FOOT Q PROCTOR DENSITY � SCARIFY TO 6" DEPTH & " � ''% '�r; l-;! �f``r ,, 'f!' '� ``�; COMPACTED 6 " COMPACTED MOISTURE CONTENT WITHW 6" CLASS 6 CONTRACTOR SHALL ' �r\\�\�`�f\\� \\� \�r\\\; SUBGRADE CLASS 6 BASE 4. SLOPE TO MATCH AD � ACENT PAVEMENT f � GOMPACT SUBGRADE TO THE SNQWME�T SYSTEM SPECIFICATIQNS AND 2� OF OPTIMUM . PLACE FILL MATERIA� � / *° r, �'�` �',� ,:' ` copyright 2010 AND COMPACT TO 95� 95� STANDARD PROCTOR COURSE 5 . PAVEMENT, SEE TYPICAL PAVEMENT SECTION CONSTRUCT CUF3 AND GUTTER PER COLORADO D . O. T. STANDARD 6 " OR 8" C� OPTIMUM MOISTURE QESIGN , INCLUDING THE SIZE, SPACING, , STANDARD PROCTOR CoNTENT LOCATION AND METHOD OF ANCHORING THE 6 . PROVIDE CONTRACTION JOINTS 12 O. C . MAXIMUM M - 609 - 1 TYPE 2 SECTION IIB ( NOTE 2' - 0" WIDTH NOT 2 ' - 6 " ) TUBING, ARE BY OTHERS. 7 . PROVIDE EXPANSION JOINTS 100 O. C . MAXIMUM ��'�� R 8 . SLOPE AT 1 /2 " PER FOOT MEDIAN CURB � CATCH � ', N. T. S. OWNER TOWN OF VAIL A CURB AND GUTTER DETAILS � UR � / HEATED SIDEWALK C> ET'AIL 11R � AN � G1117'EF DETAIL� °EPARTMENT °FP�g�►� '"°RKS 1309 ELKHORN DRIVE r��._.�..,,,� . � .. � l,._...-». ............... y i i ��„ _., .,_„ . .. . \ � J nT ,�,` . .. . . . . . . . f,.-...,.� � \ ,r'' ,,...----•,.�, %� .,..w...-... . � ..._.. , ; r-- _'_._... .v.,u,�" \ ;,.. _.,,», � � � ...r .,.... - ' ��...: \ . . . ..,w�. ..,...... . ..�..�� . � � �, _��,� ..� VAIL, CO 81632 ni +/� " �'�f^' �,u.^ �. ,r' `~• �,,..-- ,� � �` `a TOP OF, P�ANTER ,:�'.: :� : ~ � �...., t' 9704792158 ._..._.. �r', � ,,.' � .>.''" TOP F PLAN ER �,, �, _m �4r DRAINAREA = 20 . 3 SQ . INCH � ,` ,.,..................�,: WALL 8155. 5 . , , • •, _. ___ 5. 5' T ARCHITECT .�� 0 . CASTINGS ARE RATED FOR LIGHT � � DOWNSPOUT _ __. � f`f , ,� � o � � ( RE: ARCH ) DOWNSPOUT ' , _ ` � •� �= 3003 LARIMER STREET C WA�I 815 � o WHEEL LOAD TRAFFIC ' ° - ' ; �, 2. 5 8 = > ' = DENVER, CO 80205 ; � �+o QUAUTY: MATERIAL SHALL � � � ( RE : ARCH ) " �" °"'� .......... . ... , � � � o CONFORM TO ASTM A48 - CLAS � 30B � Prefabricated pvc �`, . -� � � �� .-----�-_-- � 6" MIN . ��# t: 303.292.3388 f: 303.292.3113 � CONCRETE PLANTER oo° _ PAINT: CASTINGS ARE FURNISHED � adapter ( cap /plug ) for ''`� ` ` -._ f ( RE: ARCH . ) � �- WITH A BLACK PAINT ` down s outs , caulk CIVIL ALP NE ENG NEERING INC `,,,, ; ,.. ` TOP OF CONC � t "' ' ' P � ` ENGINEER 34510 U.S. 6 IUNIT A-9 _ TOC= 8181 . 9 Q around dowrnspout. � PLANTER \� i ` 6 " MIN '� � , ' ' .; FINISH GRADE a BACKFILL ; ��: EDWARDS, CO81632 � � — RIM = 81 . 2 ., _:; 2% » t �, . BEUIN ? 9263390 , FF, = 8, .2� :, sg --�.: 8 C A S T I R 0 N G R A TE � ��:�.. ' �- R N t: 970.926.3373 f: s7o. . � — CLAY D �M D AI AT �`� EN 'J OF HEATED PAVER SIDEWA�K ' ' Install 4" below fi� ished �',,, SURVEYOR PEAK LAND CONSULTANTS INC. t, : . : _ , :�; ` � : ' PL;4NTER < � � : :. . �� ; ;n; , � � ` ` grade in landscape areas = 1000 LIONSRIDGE LOOP � ' ' { ' ' and cover with to soil . ', ' 4" SOLID PVC � 1 � t � �. ;y� p � � ., , �� VAIL, CO 81675 ` � , , ' Install flush with finished �� :: , PLANTER . ; CONCRETE PLANTER ' . : ' ' . " �= , . �G:. . �^� € : � ':: > ' �� ROC(� ; _:....�. ' �, t: 970.476.8644 �; . .. • . �. ,1�;- `* grade in hardscape areas . DIAMETER VARIES, SEE � ' �� f� �a'��' �--�--` `�'"` : ' BACKFIIL WALL; (RE: STRUGT. ) � .. ': � ' 2 M � N • "'�"�" �- 1QDUCTILE IRON GRATE ; ''' P � � , _ �, , � . � , ' , : , � 4 PERFORATED PVC C�1 1 % _ , :�'"� `' � ANS FOR SIZE ,._�� € '> � ---"' `""�'"" � ! 4934 : � STRUCTURAL MARTIN/MARTININC. '��. PVC `" ` � � .____ i - ` �; ; £'� ENGINEER 12499 WEST COLFAX AVE � � SDR 35 PVC ; �•'F� `-` , :: . _._.- � � MIRAFI 140N FILTER � '� 7.50" C , ; e 2 � , t' OOD, CO 80215 FABRIC ' ` , l' � � ± ` , , l"OF 48. 67 F, LAKEW < - 4" SOLID SDR 35 PVC "�• Reducer�adapter if � • • � _ �' t: 303.544.2750 � Downspout size is unknown , „ ; � ' ,; �: * INVERT PER PLANS required � � 6 SOLID PVC � � ` �. �: ,� ` � � coordinate Wlth AI" ChItBCt . ,.�`' CONCRETE F(?oTER < . MEP BEAUDINGANZECONSULTING ,� MIRADRAIN 6000 oR • ��' � �" '�' INV= 48. 31 ' RE: S7RUC7URAL ` � � ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 � �R�GK� 4" PERFORATED PVC � 1 % �2 VARIOUS TYP:S OF WLET & <: ;; :.. , ,: .. - . .. : QUIV. WATERPROOFING ' . ` , �.,.. � G ; � � AVON, CO INVERT PER PLANS 81620 � , PER ARCHITECTURAL OUTLET ADAPTE2S AVAILABLE p� . � ; BEGIN TOPPWG S�AB APPLY CONCRETE APPLY CONCRETE t: 970.949.6108 ; PIANS) 4" AD PTER �� ; WITH 2" OF CONCRETE BpNDING AGENT PROVIDE CONCRETE BONDWG AGENT �3 j _ TOP OF PLANTER SO� �� TOPPING SLAB TO SLOPE �` � _, . CONCRETE= 8177. 3' � S0�-�0 \`� C�71 % 3�' �— (BOTH PLANTERS) � D; � � �,,.�' CLEAN CONCRETE & PROVIDE CONCRETE TOPPING ; ' APPLY CONCRETE � TOP OF WAL� 8155. 5' .. . •. � < SLAB TO SLOPE O 1 % • ; NYLOPLAST IN�INE � : BONDING AGENT >, „ N.T.S. � ; DRAIN WITH RISER , ( DEPTH VARIES FROM 2 TO 6 ) � `� ' . `. AND TEE. � FF BASEMENT � 1 — GRATE SHA�L BE OUCTILE IRON PER ,STM ' ; RIM PER PIANS � � 4° PVC PERFORATED � A536 GRADE 70- 50- 05 D Ft�� F ��11VN �P� l1T GOIVNECTION DETAIL �" MIN . ' ? .�,.�.� FOUNDATION SUBORAIN � ,�y �� ,� j > ,� (SEE SUBDRAIN PLAN ) 2 — DRAINAGE CONNECTION STUB JOINT �� TIGHTNESS SHALL CONFORM TO ASTM D3212FOR ? ��,�, �, ` ,�'� SDR 35 PVC LOGITUDINAL , �� MIRADRAW 6000 OR EQUIV. , 3/4° WASHED ROCK �"f CONSTRUCTION �� WATERPROOFING AND/OR ` CONCRETE RETAINING r 8 SNOWMELTED CONCRETE PAVEMENT W SNOWMELT TUBING , JOINT WITH TIE � `�,� . DAMPPROOFING PER °WALL ( RE: STRUCTURAL) ''� � _,..-''� BARS ( TYP � RE: SPECIFICATIONS FOR CONCRETE REQUIREMENTS , `' � � ARCHITECTURAL PLANS � i . � � BOTTOM OF � 4» SOLID PVC C� 1 % �.....`s•„ W ..''� CONTRACTION � ,�� , „ „ ,\ MIRAFI 140N FILTER INVERT PER PLANS t � � 8 2 5 /8 JOINT (TYP ) � FABRIC � � � R F � V � ` �� `'� INLINE DRAIN WITH � , 4" PERFORATED PVC � 1 � � CONCRETE FOOTER ��,�� INLINE DRAIN AT BECNNING 2q � � ,t? INVERT PER PLANS RISER AND TEE .,, r,� Z �� ( RE: STRUCTURAL) �'�� ,.� � � OF PLANTER DRAIN ,�-> ' . �,..._ < � — , � -: t`ti----�- :.....,.�.�............. �� t DRAfN : , : ° � _ .. —.� 6 ° COMPACTEd ?�'` � � � CLASS 6 BASE � PROVIDE CONCRETE _ ,� �,_ TO INLETS ' ` ' ` G SLAB TO SLOPE , _ ` _ , � � T�OPPIN �� 1 ;, 1� � -�s—______-- ;; „ ; ' _ �, TOF 67' . _.... � . .... . . . }j /y� .� FIM E�EV. ,; ... - ` : , > : ; , , ; ; . ,. COURSE (SEE A . ... _ . .. _ ,. _ C/� , ,� � ( . . . . .. � . . i�a�."`^......_....r-'"`�� . . '/ .f�f�V�r ,��,: � __..:_:,., i. , , ;. �� .:_:: : '� . � - . . . . ' ' . . . .. . . . . e�,....� . . W . . .. � ._.::... :__ .:. .. � �..:._: . � _. . �. . . .�. .. .; fi . � . � � � �. . � � . . .. � . � _' � . . � � � � . / f �'� /.v / ..� � � � .... ._.. . .' :_.. � � _. �._ � � �: . . . . . .. . .. �� / ::... 1 . . . SPECS) `�,, , z . .�.. ,,��r.��;l„ � �,f�; �:\� : �,� _.�._....� caNC� �TE �oa�E� .°`"�°� �`� a _ � ; £�� t U � ,,,, - '-;f.�� , ` . \\ \\ `\ .M_Y _ { �:� F- '� ��"'""`°.-°..�'."""�+� �`�^\�:�` ��\�� WELDED WIRE FABRIC FOR SECURING TUBING. � � F �RE.: STRU:CTURAL} ,.. , . . . � <.......,..... (f� W C.� T1�PICAL TRANSIT BUILDING— PLANTER DRAIN DETAIL RE : �AN ° s�APE P ��,� '` .: SN ° "'"' E�T T� B ' NG RISER 1� ,f » THE SNOWMELT SYSTEM N.T.S. , ... . \ F },,� `. ..�''t � � � FOR PLANER BED DETAIL (sxsxw� . 4xw� . 4, 70 GAUGE). AQEQUATELY SECURE 2 CLEAR SPECIFICATIONS AND DESIGN , �� '`��°�° � '�"�`�y .�'��`^-�� 'm Q W = WWF TO BASE COURSE TQ PREVENT UPLIFT INC�UDING THE SIZE, SPACING, ANQ � S K I E R D R O �O F F P L.� f V�� 6 � I � J O F T U B I N G A N D W W F D U R I N G C O N C R E T E LOCATION AND METHOd OF ANCH �RING � } , RISER PLACEMENT THE TUBING, ARE BY OTHERS. � � O Z , N .T.S. ' SO ID RIGID PVC � ¢ � � � W� T WATERTIGHT E 8n FiEINF�R� E � �N �iNMELT� D CONCRETE DRIVE o � o Q BACKFILL MATERIAL SHA�L BE AD PTERS CIP CONC�TE WALL � PLACED UNIFORMLY IN 12" W/ R A I L 6 Q M P� C O N C R E T E E X I S T I N G z � � LIFTS AND COMPACTED (R:: ARCH . } �---� --T. WALL C� � � O PAVERS CONCRETE W 6QMM CONCRETE , �> � Q � � Q 3 - � � � V 1 . 5' WIDE, 6 ° PAVERS 1 . 5' WIDE, � Y' U 4° SDR35 SOLID PVC VERTICAL SPILL CURB LOGITUDINA� VERTICAL CATCH 2�° � z W \ � CdNSTRUCTION � �, SAND .,�_____---� ___.... O (1� '��, � JOINT WITH TIE CURB ( TYP � •------_._... .,,----. ___��_..__ ...... .�:_._ .... .._ � .... ..... . ...___. ..k..__..._... �r ..�..-X � � . ........EXISTING.................. ...._................. � � � ; INVERT PER PLAN BEND BARS ( TYP ) �_ : , -----�� PARKING GARAGE LL- � W � , INVERT PER PLAN } � , - ,. . <..>..:. . � � >.....::::.: ,. . TEE ,� ::;:,;. ;,::.. : � Z <:»:>::::.: >. :. . . : . ..: ::>:.:. ;>:<: s.'::: . .. ,;..;. � � ` 8 : . :C L�AU R 5� — - --� -- , ... 6 � Q � ; NYLOPLAST ELEVATIOf� IN PLANI= R ' . - �: " `. . : ' - ' ` , . : e�� G � . '. � ATCH ; SPiLL ° , , . „ , ; 2 CLEAR � C� — . � � � N . r.s. ;, , � - - � � � ; ' , CONSTRUCT ASPHALT WOW .. ... ......... ...._.._ � \ (j) -:: , : - � � » ' ST , ,. , ,.: ,:. -------- �------. .._.._.---- _ , ,.. STORAGE DRIVE 4 ASPHALT (VER RUCTURAL FIL� � � � . ,., : , _.:. _ _ _ _ _ ,. , ; _:... , _ ;. ; „ � � � B TYPICAL PLANTER DRAIN - NYLOPI�AST INLINE DRAIN C,EI"AIL _ _ _ _. . : : ; ' 6 CLASS 6 ABC ( COMPACTE( TO FA RAC �F R� TS CURD�ED WIRE � w 95% STD PROCTOR Q OTv1UM � MOISTURE CON ENT E _ � 2" C�EAR SEE DETAI � E SNOWMELT TUBWG. � m , ` I { ( TYP ) { ABOVE FOR WWF 2�� CLEAR THE SNOWMELT SYSTEM ( 6x6xW1 . 4xW1 . 4, 10 GAUGE) . ' t AND S OWMELT ( TYP � SPECIFICAl"IONS AND DESIGN , � , ��.��, � .��.�� .�. � °�°_`� S CALE e 1 " = 10 ' � >� r"` I N F O INCLUDING THE SIZE, SPACING, AND OVEREXCAVATE 3' QF EXISTING (� #4 R E B A R O F F S E T 4 � INSTALL EXPANSION JOINT�� L O C A T I O N A N D M ETHOD aF ANGHORiNG '' MATERIAL BELOW PROPOSED .,.....�......�.... � BETWEEN BACK OF , ' � THE TUBING, ARE BY OTHERS. THE SNOWMELT SYSTEM � ' = N. r.s. FIINISH GRAQE OF HEATED �a CONCRETE CURB A�Ip �' PAVER WALKWAY & REPLACE SPECIFICATIONS AND DESIGN , CONSTRUCT LONGITUDINIAL a CONSTRUCT LONGITUDINIAL INCLUDING THE SIZE, SPACING, AND • CONSTRUCTION JOINT WITH CONCRETE PLANTER ; ,,,� CONSTRUCTION OR CONTRACTION I � � REIN ��Fi� E � SNOV1lMEL�TED �ONCRETE DRIVE UU/ ME f � �l W� TH STRUCTIJRfi, L FILL. LOCATION AND METHOD OF ANCHORING i TIE BARS (TYPICRL) � NTERFACE (TYP) ;�,.� JOINT WITH TIE BARS (TYPICAL) THE TUBING, ARE BY OTHERS. ,� "�.w. �'��.. M ? ; , x , , . { _ > ... . , .. < . . . ;. :. .:.:.::::::..:::: ,.< :; . ` ...,.. .,�»..: _..:; ,. ... � .. -....;, '; ,,.` NTS i ,..,. . _ . .... .., . .. ..:....:.::...::::: :<:.t>:::; � , � PAVEMENT PAVEMENT PAVEMENT PAVEMENT �. , .� .: : ,:. .. . : „ . HEAI"� � PAVER PEDESTR IV VU� LI�VV � �PI�AL STANDARD SECTION IA �Y _ . �� . � .s� :� s < . .. 4 ,TIE �ARS , .� � ., �`� `TIE �ARS , ' _ : 15 " ' . 3Q" CE , < # „ ` 15° � ;.;> _ :: _ ... ' ; _ : ; , � . . ; .:: ; -- - --- . < ; : , , T WGATE ENITRPV�CE . I I _ . -� R � , , � • 30 CENTER °: 15 , 15 „ , .. < < �� „ ` 15 .,. W TH CQN RETE �EDGE c� .. � E B T T .; ,: ., �4 TI ARS , T 2 � T 2 ; ; ,< , . � 15 . � � :> r :. T 2 . , , , ; ; „ <: I ° � . 1 g '� CE ' ' _ �QMM .; .� .. �: 41 " TA >, ; ; <; " ., . . r . :. , _ . L . EXISTWG a� , ;, , ; : ;: < CO�NCRETECAPRON ( 10 CaPAVERS - �� NTERS . � ,. � � CONCRETE , , _ . .. . . � � � _ .. , > :: :. :: . , .. , .: . 3 '� .�" '�" I'�' � LONGITUDINA� TRANSVERSE TIED LONGITUDlNAL WIDE TO MATCH CONCREfE ; ; �; : 1 " SAND DRIVE ( GARAGE} , ' , r-. r . ' , ttl : <;: WALL WID1-I ) ; ';: . � - CONSTRUCTIQN JQINT CONSTRUCTION JOINT CONTRACTIQN JOINT � ; _ , ; , ; ,:: I � � N I ; <.; { .: � 2% :. N : . . �IEIIVF�RC]ED JOIl�T DETAILS PROP �SD ... ..... .___. _. � -.�------ . __ F . . . , ;.. _ ....__ __. .._ _ :. � _ ,. __ ... r.- —, ;- _. ,x „ � ASPHALT DRIL ........--. ,---......-..� .-._ ,j -- � r � ; , •, , , ; c,� :: , :::e.:: >;;: :.>; : � j , , _:.;:};.:..;:.:: ._'" ->, �` � < . . ', �- ; ;: ;:, ; : 'r <.: , �- . . SEatANT . �( r1.,._ '� r1�,-ff ,�-.�,...rs/ � �:� B.D. RESPONSES 08.12.2010 , N ' ' r� , ' •, SI �ICONT JOINT 3/ i 6 " 1 �4� '' ` s�� ADDENDUM 1 07.16.2010 I '` � � rd ° , S ' � SEALAN � � � � 1 ? 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ISS.# DESCRIPTION DATE > . . ,..;»<.:::: �:;: :>.:::. . ... : . :. . . : .: ...:>:;: ::::: ::.; :_ � . . ;:. , . . . , :.._. ::. . ;:_::>:::<:.:_.:::: :: :::<:>:: :: ::::<>:: :: ;:: :: >.:.<:.:::.:... ... : : �{ v ., a ....... .::.:::::.. .:...::. � : . � . _ � QRIVE 4 ASPHALT OVER 1 SAND , � U ; ' : CONSTRUCT TRANSVERSE ��...�. `�,....... ��.. CONSTRUCT �ONGITUDINIAL . . ..,.. :. . :. , , _ ._ , . .. ; <: T/3 , .Y .. . " > CONTRACTION JOINTS .,.� . "�,e,> .�. `�. .• , . ., :. . : �: ; � ,., : ' _. _' I `;: . 6 CLASS 6 ABC ,. , .. . : F- ; , SIUCaE . � ; ,:-f-� „ j. l . I � : �- „ ,r .:. e ,.�_ .i ,::.. ARCHITECT'S PROJECT N0. : _ �,�' INSTALI EXPANSION JOINT CONSTRUCTION JOINT WITH �� } , t /4 � �2 _. �T ., 3 , .. ; , . . _ � ( C�MPACTED TO 95% STD 1 . 5 PAVER DRAIN AND 4 CONCRETE _ L 2 'IO64 .O4 , (TYPICAL) S�A: . + .. i ; I BETWEEN BACK OF TIE BARS TYPICAL , f � J , , � ) .. ;. � , ; ' � . `' ° ` � ` . " " , '. PROCTOR � OPTIMUM COLLECTION PIPING ( SEE TOPPING SLAB W/ � , ., . � � : � : , .: . ; . . , � : ., ; �� CONCRETE CURB AND �,�` T •' ' _ ; . , . . : .. L 3j8" 4 BACKER ROD = " , 1 2" � BACKER `�ROD ' MOISTURE CONTENT PLAN VIEW FQR SNQWMELT SYSTEM 1 VERTICAL VC� t CAST INTO ��' � � #4 REBAR OFFSET 4 � E : 3 TRANSVERSE � � , Q � CONCRETE PLANTER � . ' ;; = PREFORMED :� LOCATION . SPACING �C ( RE: STRUCTURAL) �OVERWHEPOP NN�.. , coNCRETE I- INTERFACE (TYP) ��„__,� � JOINT CONTRACTION �JUIRIT DRAIN DAY�IGHT) - .: , .. � _ W .� .� WITH MIRAFI 1 , a < i �.�........•.�'�.... �'�'�...........� w.. �� ' � �---MATERIAL ",. � � � SEAL AT � , l (TRANSVERSE WEAKENED PLANE JOINT) SAWED JOINT � Sc FILTER FABRIC ( TYP) DETAILS ,_ � }� E CONSTRUCTION JO { NT THE SNOWME�T SYSTEM : � ,.��'.°�� .I I-- 3/4° �+ S'ECIFICATIONS AND DESIGN, ,�„�� JOINT �P��S �OIlOTT SEAL DETAILS INC�IDING THE SIZE, SPACING, AND 1 . 5" PVC COLLECTION � ' 6 � �� T LOCATDN AND METHOD OF ANCHORING DRAIN TO DAYLIGHT �,. m E�PAVSION JC�INT Tf� TUBING, ARE BY OTHERS. � ? �}>TS . _; N . T. S. .-� � C CONCRETE JOINTING PLAN AND DETAILS ° � HEAI"E � PAVEF� PED�STRIAN 1(VALK�fAY— °fYf� I �AL SIVOWGAT� SECTION � , o > 0 � , � n . _ . - _� . _ _._ .4_ _ _ �.� � _�.__ w � �_ __ _ ..�� , _ ��m.�� _ _ _ .��x,� . . . � ��.��.�� .��,�� _ .. _ _ . _ _. _ BEAVER )I�M � 11 5" ° � Installa lon and ain mance Guidelines A ....,....._ � �......................... t , � t � � ,t•=°''�� OPEN AT INTERFACE OF w�,,, , . . . INSTALL BOND BRE KER ................r��~ � ............. . ,.,,..• `' �� GRATE CONCRETE AND METAL � � � � , ..�' Installatian: The empty Beaver Dam � should be placed over the � a�'��`��' Road Surface or Existing Ground ,' ��.� gr�te as the grate stands an end. f using optional oil TRENCH DRAIN SIDES ��A��, '�°` � „� aBackfill with Native Materiol 's � absorbentsy place absorbent piliow o� pouch, on the bottom ° � � ` ( belaw- grade side ) of the unit. Att:ch absorbent pillow to tether {� 1 . 5" " ° �, � Do not use ony Rocks greoter than 6 " z� �' �� g� � ,� ��. ��i laog� . Tuck the enclosure flap insicl to completely enclose the � ° � � �` ' .. ��. � z�� -- Y .�•� � „ H G '` � •. , ----� , ., ,�{' �. ,�, � �,. _: '° � grate . Halding the lifting devices ( <o not rely on lifting devices EATED � �, 8 ' c=HEA �E� '° �� , � �. ,� " _ . . ;; , �' `w " .� �� ^�� FINISH ROAD GRADE to sugport the entire v�eight of the grate ) , place the grate into CONCRETE :''.QRIVES d 6 ,, CONGR�TE DRIVE '� � ��,�q�� . � . :- . . ' .: r � �..� _�....T_m__.,,_ �m�.....__.�.. _mm.�.�._,..�_..�_.__..,._ � : .:,,..� � � , . . . ... � . �� , : ' :. . , � -. :..; , _:. . .... . . .. . . . :: ... .., . . . . � . �� . :. . ,M.-< . � .. _ �-. , . �. :::...,, . : � �._,_ ...,.._.�._.�..._.� . _.�,�-_- . . ........_ ( . . y . , . .. . . _. . ... _ . . . _. ... . . . � : �.. i . ...:... :� ::; . . ,:... . . � ..: . . ... . . ..... .::. ::: .::. . :.�. ...:: ..:: .:: �m;....;_... . . . . . � . . . , .. : ,. .. ,,.. . ..,. , . , .. . .. .. .. . '�., : , . . F :�:. '{} ., . . . �. . . . . . . � .. . ' .. .':,a . ,.,. . : . . :::. . . ..�:: .. . .::: .:.... . : ... . . :: . :.:. . ::. ::: . :::. . . . . . .. , . ,n, _ '@,@F, � . ,�,p�"" � ,i � . . . . R . ... ...... . .... . . . ._ ... ... ... . ... :: �..:: :: ..:.: : ....': : .. : , ' u w' " . ' � � . . : . �� . . . , `. ., , . ... r � w . � .:,,,t f,.,,�,�, , ; ; ;..> ; ;:.: zts frame sfi,reet side first , then lo�er back ed e wlth dam into C I RA , , . e � , : . . ,.. .. , , ;::_�a�,�t€�t3 � ; . ,�--' ; �,^`"�E;;rlr�ciia;�: ' � . G :.;:. � . ;;;: .. . : . �. ...�.;: . . . l g � .e s ,: . ;; ; : ., £ ,.;�.� � ��s��? . � ,� ; ° pflace . The Beaver Damo should be partially blocking the curb ; A E) � ,, � ��,a� .� . ).9�I•c �: < i � � `'`� • � ...:.. � � , , . , , 10 tiood �vhe� installed properly. `' ( N . � � � i ; ; . ' . ,� ; .. , : � i � � , , . Z \� � , ~ ' � � � . . . . . � � ` � � � :� . . � �� .. � . . � .w . - � , k' T�ss�n<.;A .�+.�;, � � � ' . . �4� $ :, � : . ,. � , \ ; N r ,� �. ;� �� R�Iaintenanee : 12emove all accuanulatet sediment and debris from . ' ..' .' _ . . .. ... ...� > � �-�_�. ` f � . , , �. : ~ � s ��' ' ; ` ' ' �urface and vicinit of unit after e �h storm event. Remove a . � � ° ' �� , ,. O � p' •c f�r.�s nrs sr�:;Krr, , .� .�r c�• � ; ; � .. M °t� £J�a�KaG , : , ;. , ; ; . ; .. . ' . `•.. � ,> .� ' � m � � , s••` ': . ' -• �� c ' sediment that has accumulated withn the containment area of � „ � . - t�� : ,,.. ,. C� , ,� � ,,,, f.,� � s��..�t3, : . s ».- , i 4a ;ie�e #te�:n 5 MIN . IN �, 8 ' �, ' • ...... .... � �, a , . ; ;...�- '- R . . . , ;',.. , -- ' ' ._' � . ��`� �'•�� , � • ; ''�"' , . < : � CdOT ROW the Beaver Dam� as needed . If usi� o tional oil absorbents , <� " . ^ , , .: F- : � ��' ;; ;��k �:� �� . �. SEE SEWER BEDDING DETAIL g P � i : . : copyrighk 2016 �. , � � : 1 � . , � :. �F �; c- . ; � ' _ � p ,<'' ,,,��,'' : A.: . � ` reinave anci replace absorbent pillow when near saturation . � } , _. ,. � ............................... .... , ,. , ; p ; , : �,„._..:� •. . �� _. rc;.� ; R:Ea�s� � . , ., p , ,... . .,.. ,. ,� ' . . � '""'� , ._,-� = COVER VARIES, SEE SEWER � = , f BENf`J SI�OWMELT � � � �� I �� .� �� . _ � U ,' - 5Y: ,.. ': : .� ,r t�a ��:� s�� .' o K � ; ,� , .:: ; � ` SERVICE PROFILE CLASS 6 BASE;> , . . .:T� , : •- � _ : , � �.,�t,r�, agz x a _. G . °: ,:: ,.. . � � {= cr� �3 �� :�� ' '� :' o , : OU_RSE _ �RE� FABR CEU�ND�ER � �°' .. . +, : . .................... ._....._....._.._.._..... ..._......_..._.>_........ .......r. ............ .. ��11��TR£--N�EN AH BEAVER }AM ' ' .� in �3 = TRENCH DRAIN OWNER TQWNOFVAIL �: � ,. a rr��„ � � � r 't, �€i�. � �t��e�.��c�y� `�� 1 '° STEEL GAS MAIN STANDARD FABRIC IS AN OVERFDW GAP DEPARTMENTOFPUBLICWORKS g � oR�N�E wavEN 1309 ELKHORN DRIVE i � � _ �,� _ \�\ IviONOFILAMENT VAIL, CO 81632 � ; ...� ,� _ t 9 7 58 ,r. / : 70.4 9.21 °`, ' : �-. ,...• ��\�\ .� � -•-� ..':.. . i :°`� �� t��k.��#'i€�7`*�:3,f K'� ��€a��', 's ..�.�.�•�'` � / j 6 ,� SEWER SERVICE � � �-� Select Fill Read ��,� �,�,� �,�f �� -t�,i.��, � �#.��,t • / , �� ARCHITECT 4240 ARCHITECTURE INC � �''- Pipe Bedding =f` � �,�.c�� .. � �� u� � a�`, �,�r,. �� .� � �. �\��\j�� 3D03 LARIMER STREET � .. � � � . . :i` � -' � ` �SiL��"�E`.. y"..�...�,ix.. :...�'S'� K�" '��sua��rs� t a4� .�is . �. \ /� � /� � � � . . � ; Section (Typical ) r �� % � � DENVER, CO80205 � . . � ..�� !� ttaxsasw : 4 a.�Y"d" ,� ak�� e�ar. �;rig �.'7� 3r�a . � ? �, � ` , � �s�� : :� �� s° �� :�;�� a. :�g � �� t 303 2 2 3388 303 292 31 ' � . 9 . f: . . 13 \ The Gas Llne is layed by others. z� es�� s �a�,rc ,o�; � > ,�s: bs:. , t r`�7^ , .:: ' 16 " Minimum The trench may or may not be Z\ ��ss„u � _ s v�urzmm��t��,.� = 3� 7��, r�� ' f��j" CIVIL ALPINE ENGINEERING INC. constructed by others. ��?sc�+�� , � '�' �s �� z�a�= �;�.� : 3 MIN . SEPARATION BETWEEN k ;/% : . . . . . . � � � ,.,. , . ` . . .. . jf': % . '°��,.�,� , � a,�� r�, �,��,,�x r�.,�� %� ENGINEER 34510 U .S. 6 UNIT A-9 � � SEWER SERVICE AND GAS MAIN � � i�5a.y�� f % ��:� a'a°��E . .._, � �;i� : ,,..r = EDWARDS, CO 81632 �'` ,�` LQW PROFILE WITH : ° � �g�� S°-�" � �;�°�i":�. 7°�" Y�tiE�"C r� GUTTER FOR SAFETY ° ° Y t: 970.926.3373 f: 97Q.926.3390 � CURB AND NEENAH HEAVY DUTY ;� � �� ;�A�� ,,�s �� ,�� ;�� g��g� f�'' AND CURB APPEAL GUTTER INLET TRENCH DRAIN R- 4996 TYPE M SURVEYOR PEAK LAND CONSULTANTS, INC. � .,., ,� .w � � _,� � � �. ,,�.,�.� ;�� ` �s�= :�� f:� ��x <'o�� ",� ��7' GC��M�F�33�t�'1t�1V� :' "fYPE C (R- 4996- A1 ) W/ TYPE C 1000 LIONSRIDGE LOOP �,,„m__ "°°°°"'��'�"'�"` *'�"�'"� *� � �' ,;� DESIGN CONFOIiLfS GRATE OPENINGS SLOTTED GRATE COVER W/ 6 " VAIL, CO 81675 � � � � CONCRETE CPU � �� BOTTOM OUTLET t 97 47 8 44 , ,, :. N.T.S. N .T.S. �c� :"'`� � �� ..�-..:'�. ��ti......�. N.T. S. N .T. S. RIS N.-r. s. : 0. 6. 6 r....... .... .`.."... � ... °` `'..,..,.,�'."".`. °°�..".. ' STRUCTURAL MARTINIMARTIN INC. '�.,..,:. . ........�.�._........ , .........�� T . I I a ( 1 ) - I I ENGINEER 12499 WEST COLFAX AVE : LAKEWOOD, CO 80215 i 82„ 84�, t: 303.544.2750 I . a4° a4" MEP BEAUDIN GANZE CONSULTING ; ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 - - MILLING AVON , CO 81620 � __ 2° DEEP MIN . OF 1 ' t: 970.949.6108 5„ 6 1 R p,p1US � 4 , N 10 g4" 0 � 84' � 0 � � � � � 6�� i Varies FINISH GRADE 6 ; ,: . ; EXISTING ASPHALT � { ` " ; ,.. .:::. ; ,�� . ;• ��i?J ASP��,'1' : <. . ,; . ` ' . ; , : ; ,: ,: , ; : 1 5" PV :. :::,.:; . .: , . t � . ,. . t o.. ::::::. ::::::>: ; C , � . : Backfill with t * � PAVER DRAIN TO DAYLIGHT approved suitable � Y k, ,. wc t , � : SAWCUT LINE ° ` �, ; ; ^y?JYIY �Y =r1l ;1�; r ; ' On - Site Material PAD PLACED ON VAULT AS SHOWN TRANSFORMER ON PAD ; �� s � „�i,k,r� n�t�r ; t.., - � ' � or 3�4 Screened rock. PAD CENTERED ON VAULT 'AULT CENTERED ON BASE p , } 5fi,. , . �6,. _ _ � ¢ g � 12" X 12° °�..,;k Warning TaPe � 3 �� ` 4s° N . r.s. � � � � �� 4 , < E _ ,,�-�. �.� ��\ S�VV�UT SHEER STEP JC�INT COL�AR T oa �.n _ � �>, � � ' 48" 4,. N t° Provide 2' of . � 56" `��'f Y, 9 s 7 �r � � : 3/4" Roadbase or ; ° " � N.T.s. z ' '' Screened Rock or NOTES � ` � ` Q i 5 . or Screened On - Site " � �r ;��,� \` �6° � �� J ' „ 7 . BACKFILL SHALL BE WELL COMPACTEQ / � 1 1 /2 Minus Material as REOUiRE�. � �. � 4 `v ��;� ,,i� -• ' � as a roved Z B �� EI2CtfIC ,/�`� /j�� O b EPP1� 28f. 2. SOIL UNDER BASE SHALL BE UNDISTURBED OR � , ,> VI� ULT CENTERED ON BASE � � m � C ) Conduit + ' ��` )J�� ),E � O Y g wE�� coMPac�o. : ° " L„ = See Plans 2' - 0" Min . CLAY DAM TO � z � � . SECTI ON � F ,.� F i � g � =x FORCE WATER INTO 3. WET SAND SHALL BE COMPACTED AROUND c� � � � t 3 : ka� cv SOLID PIPE C/� W C� � � j � ' � : �RA°E R'SERS. .,� THREE PHASE TRANSFORMiER PAD BASE �c VAULT � PERFORATED PIPE INSTALL D & L CLEANOUT RING � Z � 0-- . . � . ^:. � . .i � � �' . . 1� . :i y : � . . ` � . � . _�. . y 4. ALL PIECES (EXCEPT FOR PAD) SHAL� BE JOINED MIRAFI 140N . � AND COVER MODEL H - 8028 OR � W e �-� „ W�-� A TAR -�E SEA�ANT. _ . � ; � 15 � KVA 8c SMALLER ) UMI - 13S � �- ; , �,r c �t J , . .; 4 Phone Conduits � �n ,. , ; ,: ` � � � � A ROVEd EQUAL ET FLUSH PP ) S � � 12" MIN . SEPARATION 5. six KNOCKOUTS a" x � 4" IN EACH �.: .; , 10 c.� ��ES NOT TO SCALE �` � , 'f SQLID PIPE W/ MEDIAN PAVERS I-- Q � ,� -� �' ' � �) �c - � 88888888 � 6BB68B68BBB8BBB �- �'�- � ' BETWEEN ELEC. & vau�T sEC�roN. _ � / 2 1 . TYPICAL TRANSFORMER OUTLINE ' ' ,� ! " ' / �'� 0 DESCRIPTION APPROX. WEIGHT H .C. MAT'� # " ' : " 0 " CATV PHONE CONDUITS 6. LIFTING HOLES IN PAD AND BASE. �: ', '" �p 2. BACK EDGE OF TRANSFORMER OPENING ° � ` '�`� , F,/� ` �' ` Q I.L � - `� '�` �', :' / �'� �' � PR,dPOSED PAVERS � � - - - - - - - - - - - - __..._. ,--------�---------� , � � 0 � � 00000000000000000ioo `�'� i � � , .... ....� O � O � 3. 3f4" HOLE. TOTAL OF FOUR ; ,..�_........ ,... . ....... Pa� = saoo �es aosoo 8889888B889BB9BB9889B6R :'� �if'`� .r'�'" ' : '' f' ''��'` , Flow 7. LIFTING HANDLES, (4) PER VAULT SEC110N. � 4. LIFI1NG HdLES � 5. BACKFILL TO BE COMPACTED TO VAULT - ' {: ' : f ' % � ',.� � p - 3500 LBS 40700 � '/ . � ' _ �` -------� z Q_ 8. GRADE RISER. � > < .. . . ; 'E � i / ;'', : ;,.`,% . ' W 95% STANDARD PROCTOR ' r � , � {�>' •' � +-n1Lan , ' : .,SA�Ifl:. ' :.; .' �: : � : : . . . ..:. � 6. SOIL UNDER BASE TQ BE UNDISTURBED OR BASE = 1100 LBS 40150 - '° * '; ,. .' / f / :' .'' ��: •;' " Q O O 9. CONDUIT(S) WSTALLED THROUGH KNOCKOUTS COMPACTED TO 95% STANDARD PROCTOR � � `" j ' � `'' :'`�'' : i'��" '�' �` ^ C.� - � � SHALL BE GROUTED IN PLACE, SHAL� BE SPACED AT LEAST ?. SECONDARY CONDUIT PER NEC. MAX. OF � `t �' ``� �'� _ �' %` � � !� : + ` �„�;�) � ; I � Q � Q �EAST 1 " FROM AQJACENT CONDUITS, AND SHALL BE (9} 4" C Q N D U I T S. L O C A T I O N S T O B E � INSTALL 4" f � SPECIFIED BY H.C.E. A. � � ' ( ( ~ U � CUT OFF 2" - 4" FROM THE INSIDE OF THE VAULT FACE. 10. FOUR KNOCKOUTS 16" X 16" / � PVC & CAP f ; * , � ,� W �� „ APPROX. WEIGHT H.C. MAT'L # 8. CQNQUIT OPENINGS IN VAULT SHALI BE ',� ¢ ' WASHEQ ROCK I € I �\ 10. GROUND ROD GROUTED WITH NON -SHRINK GROUT � � • FOR CONSUMERS INSTALLWG SECONDARIES, CABLE TAIL / \ BACK FILL & O � � -J , PAD = 4200 LBS 40420 g. CONDUIT ENDS SHALL BE SEALED SHALL BE 60° LONG MEASURED FROM TOP OF PAD � COMPACT TO � � � 2' VAULT SCTION = 3000 LBS 40800 �� aR WITHOUT CABLE} 12 ROD �AND NEUTRALINTO GROUND SYSTEM WITH CLAY CAMS ARE REQU � RED ( 3) 1 " ELEC. "`�� ' ` r �. SPECIFICATIONS Q (,�� w � NUMBER OF CONOUITS PER TRENCH WILL VARY. SEE PLANS (MiNiMUM oi s sECrioNS) AT AL� PERFORATED/SOLID ' '�' sASE = 3soo �as ao2oo PIF CONNECTIONS � 0 Z ~ � f Q � � N.T.S. N.T.S. N .T.S. N.T.S. N.T.S. W � � Q ' F C C C G ELECTRI� VAl1LT- lJIVI1 -�5 I�I THREE PHA� E °fRANSFRC�MER �LAY DANI CONNECTION = Q �' "' JOINT ELE TRI / PHONE TREN H L � hiiED1�4N ELECTRIC STl1 � m J , HOLY CROSS ENERGY N �TES - . . . . . . . . �AR� ES � w � , 1 . Individual conduits shall enter each vault at a consistentlocation . There is to be no crossing of conduits in the trench . EXPANSION ,lOINT SLOPE VARIES , SEE PLAN � m TRENCH AND CONDUIT -.�-- o L 2. Both e� ds of a conduit run shall be securely plugged atthe time of installation with Holy Cross Energy supplied material . �CURB RAMP VARIES CV�YEY BACKFILL `�;�,. .�;;; `," ��; ":�:��"�� '�"` � � � � � n � \\t.\ ♦ �\ . . , . . 1 . The develo er or contractor will contact Hoi Cross Ener before conduit and vault installation be ms to g p pp CONTRP, CTOR TO PROTECT CO� CRETE SEE SOILS REPORT `�� , ••�� "" \`\ U p y 9Y 9� Conduit endin outside a vault shall be marked with a 4 x 4 ost or other a roved method. �� ~" •�� " a i schedule a pre- construction meeting with the project inspector. SEE PLANS ;�� \ \ \.\ , ��,� , �,,, ` �� :�" ` ''''� ' ' F�OWLINE FQR FLOW _'_-_----��.:�.�,�� ..,� �� ... �.�.. �..�. W � � \\\4 �..\\. `. .� � '�\`. \\\.� �\`.��' . . , ACROSS PAN FROM TRAFFIC UNTIL COMPR [ SSIVE FOR BACKFI �L ��\l �'j .f / � � 2. Changes in power facility construction from that shown on tne project plans will not be made without 3 baokfillench marking tape will be supplied by Holy Cross Inergy and shall be installed 18 ' to 24" above the conduit during sEEUP�ANS� ES STRENGTN REACHES 4200 PSI RECOMMENDATIONS �'��!r��ri��r��,.��i,��i��i��,�,��j��j� . � � � ) \/\f\`/�� \��\�� advance a roval from the Hol Cross Ener ins ector. CONTRACTIdN JOINT ` /,,�,/� � /\/\ � � PP Y 9Y P � .i�/,��//\�//\�// 4. At completion of the job, the inspector will do a final irspection . If the job does not meet with Holy Cross Energy' s i�� 3. Holy Cross Energy materiai shall not be moved from the project to which it was assigned without the specifications or the approval of inspector, service will n �t be provided until specificotions are met. 6x6 W1 . 4xW1 . 4 8', 4' or 3' advance approval of the inspector and the completion of necessary paperwork. Holy Cross Energy material shall not be installed for any use other than construction of power facilities. , WEL ED WIRE FABRIC PER P�AN IL VAULTS. 4. All roads will be built to subgrade and all drainages will 6e constructed to grade before any vaults or 1 . Vaults shall be installed as follows: MIRADRAIN 600Q OR EQUIV. conduits are installed . WATERPRO� FING AND/OR A. Splice vaults shall be installed with the manhole lid gnde being slightly above final grade of the surrounding area , DAMPPROOFING PER 5. All trench will be excavated deep e� ough to ensure that the top of installed power facilities will be 48° except when the vault is in a roadway, the manhole I1 grade shall match the grade of the finished roadway surface. ARCHITECTURAL PLANS below final grade. Special care must be taken to insure that the top of conduits will be 48 below the B. Splice vaults located in roads or other sloped areas wl be installed so that the concrete base and lid are at the slope W W BELOW GRADE CONCRETE bottom of drainage ditches and all other low areas. of the surrounding area. Vaults placed in roads will nc be located in areas normally traversed by vehicle wheels: The EXPANSION JOINT � > inspector must approve all vaults installed at a slope. VARIES FOR GROSSPANS � � STRUCTURAL WALL ( RE : 6 . Trench will be as strai9ht as possible between vauits and shall have a smooth bottom free from low and >, SEE PLAN LONGER THAN 36' w � FREE DRAINING GRAVEL STRUCTURAL) GUTTER APRON SHALL BE 6 `��-.,,, high spots. Six inches of road base will be placed the entire � ength of the trench and well compacted C. Transformer vaults and switch ear vaults will be instal ;d with the bottom of the lid at final rade. The lid will be level . � 9 9 THICK AND HAVE SAME REIN - c� MIRAFI 14-ON OR EQUIV. prior to conduit installation . When placed in the trench , the conduit shall be in continuous contact with � z FORCEMENT AS CROSSPAN FLOWLINE GRADE TO MATCH ROAD ��"'��--._� >, the compacted road base with rro hold down weight added. Twelve inches of road base, as measured from D . Where transformer and switchgear vaults are set into iilisides or sloped cuts, the downhill side of the vault will be GRADE BETWEEN PAN o z 4 " PERF. RIGID PVC PIPE PER `�'"�-�... ' � the to of the conduit, will be laced on the conduit and well com acted rior to returnin an tlCltive SILICONE SEALANT 1 /4" Q -p p p p p 9 Y graded according to C above. The slope behind the vGlt will be laid back sufficiently to prohibit soil or rocks from INTERSECTION POINTS I � INVERT AND SL� PE SHOWN 3 backfill to the trench . Large rocks shall not be placed directly on the road base layer. Care must be slou hin onto the vault. If tne slo e cannot be laid bck far enou h a retainin wall shall be constructed behind the PLAN V I � yV dEEP AND 1 /4" RECESSED � � � 9 9 P 9 � 9 BELOW THE FINISH SURFACE N � Q �J P ��J � 1 % MIN taken to avoid conduit damage during backfill and compaction ; conduits found to be unusable at the time vault at the directio� of the inspector. APPROX . 4' ��." of power cable installation will be repaired by the developer or contractor before power can be made d available. E. All vault pads will be placed on the vaults at the tim + of vault installation to protect the public and wildlife, unless BACKER ROD t /4" �o otherwise instructed by the inspector. The holes throuh transformer and switchgear pads will be covered at the time of 2 � M �� 7. Power facilities to be placed parallel to deeper utilities wiil have a horizontal separation from the deeper vault installation with concrete pieces supplied by HolyCross Energy, unless otherwise instructed by the i� spector. ASPHALT ; . ` � . . - , ` < � � : utility greater than the depth of such utility below final grade less four feet (see attached drawing }. When PAVING � v - � ° rt _____ SEE STRUCTURAL � crossin a dee er utilit is unavoidable, the crossin will be made as close to er endicular as ossible. F. Lar e vault ieces shall be "ointed with a tar t e se<ant rovided b Hol Cross Ener , with the exce tion of the VARIES VARIES 2" C�EAR (TYP ) ��_ � '' fi .. ° ` � � ` PLANS FOR ELEVATION 9 P Y 9 P P P 9 P J YP P Y Y 9Y P Q �� :: " ` o vault lid , at the direction of the inspector. p 8. Power line conduits will be installed with a minimum separation of 12" from all other new or existing 2" DROP TO CL ' OF TOP OF FOOTER ALL PAN WDI7HS} � ' WIDE PAN : INSTALL JOINTC�? 8 ' O. C . .}4`� REVISIONS 08.09.2010 N underground utility lines. Wherever possible, this separation will be horizontaG The power Jine separation 2. Holes knocked in vaults for conduit installation shall be s small as possible and shall be grouted closed on the autside _�.____--- _ , , _ ` ^�°°°' � from plastic gas li� es will be greater than this minimum wherever practicable. Power line conduits will be of the vauit prior to backfilL J 4 WIDE PAN . INSTALL JOINT � 5 O. C . 1 FORCONSTRUCTION 06.30.2010 �- :z � locoted deeper in the trench than the facilities of all other utilities unless the inspector grants a waiver � 3 WIQE PAN : INSTALL JQINT@ 4 O. C . `° ° NOTE: prior to the start of construction . 3. Conduit shall enter vaults perpendicular to the vault wall at least 2" from any adjacent walls and at least 2° above the TR.ANSIlERSE CONTRAG �ON JOINT � vault base. There shall be a minimum separation of 1 " �tween conduits. See vault drawings. SOLID RIGID SDR35 PVC �' 9 . Backfill and oompaction above the road base layer will be as required by the governmental entity or other MAY BE ( NSTALLED ALONG � ISS.# DESCRIPTION DATE ' �°• ' 6 X 6 W2. 9 X Vv2. 9 WELDED WITH FQUNDATION SUBDRAIPV � � � ; party having jurisdiction . Conduit bell ends will not be allowed in the vaults. Holy Cross Energy will supply 4. Conduit will extend 4" into the vault ( measured from th � inside wall of the vault) after backfilling is complete. � � � �� , 3 �c 4� PANS- 7 CONC. WIRE FABRIC. 3" CLEAR FROM TO COLLECT FLOW FROM OTHER � ARCHITECTSPROJECTNO. : 2 'IO64.04 factory couplers, 90° , 45° , and 22- 1 /2° elbows as needed for job. Non factory bends and heated bends " SITE WALL SUBDRAINS . _ , *8' PANS- 10 CONCRETE BOTTOM , PLACED QN CHAIRS TO J will not be allowed. No more than two 90 elbows will be allowed in a conduit run of 500 feet. The 5. Ground rods in vaults for underground cable installation ;halt be laid in the trench with the conduits. The end of the rod � � conduit shall run strai ht between factor bends. Allowed bends must be further than 5' from a vault. �� USE CDOT CLASS P CONCRETE ASSURE REINFORCING �QCATION (!) g y shall extend approximately 6 into the vault through theconduit knockout. The rod will have a 45° bend located J � Factory elbows supplied must be used intact; they cannot be cut to make a lesser bend. Bells will not be approximately 3" from the vault end, with the bend goiry away from the conduits. The be� t end of the rod must 6e far * � � �� Q cut off conduit sticks to use as couplers. Holy Cross Energy elbows and pipe will be used only for the „ 3 & 4 PANS- 6 OF COMPACTED CLASS 6 BASE COURSE, � enough from the vault wall to allow crimping the grounchg conductor onto the rod . The rod must be at least 2 from the *8' PANS- 12" OF COMPACTED CLASS 6 BASE CdURSE W power facility installation . conduit at its entrance into the vault. See vault drawing. REGRADE AND RE- COMPACT EXISTING CLASS 6 TO 95% D ETAI LS � � 10. The conduit will not be backfilied without the Holy Cross Energy inspector seeing all joints unless the STANDARD PROCTOR DENSITY WITHIN 2% OF OPTIMUM � 6 . After the vault has been set, pipes extended in and groted and the ground rod is in place, vaults shall be swept out MOISTURE CONTENT, SUPPI.Y ADDITIONAL BASECOURSE y inspector gives prior permission . All joints shall be completely seated to the line marked on the male end removing all dirt or rocks. Cleanup shall be completed t� the satisfaction of the inspector prior to cable installation being MATERIAL AS REQUIRED. c6 of the conduit after sufficient glue is applied to both eonduits being jointed , even in areas where the scheduled. , � � trench cannot be excavated completely straight. Glue ir. the joint shall be allowed to completely dry prior ' m to any stress being applied to the conduit on either side of the joint. Trench backfilled without the � � 3 7. Pedestals for other utilities shall not be located closer i� an 10 to a vault on sides where transfo�mers or switchgear will N. T. S. N.T.S. a inspector viewing eoch joint or giving prior permission to cover the conduit will be re- excovated to expose , � ' the conduit, or the contractor will put a camera through each conduit in the span which was prematurely have access doors. Pedestals shall not be located closer than 5 to a vault on sides where the pad- mounted equipment � backfilled to The camera verification will be witnessed by the Holy Cross Energy inspector. Verify the joint will not have access doors. CONCRETE DRAINAGE PACV (3P �' �� 1l19 � �� J t � � / /� (� � (`� /� Qseating and conduit condition . � � � � ��I � I � � 1/ V � �� /'1� l01 1..�/ ��E'1 ' � � O � o: i . . . � . . . . . � � . . . � . . . � . .. . . . . . . � . � � . � � i . � � � . . � . . � . . .. . . .. ,... . <.; . . . . . . . . ..:. � . :.: . ��..� .... . . . . . . . . � � : . . . . � .:.. ' . . � :< . . - . . . _'`:. . ' . _ . � � _ . . . . . �. � . . . . . . <::� ' : . ,, . � ::'. . .:� : . � . . . � . . . . . . . . ., . . ... :; . " ' . . ::; ;, _ GENEI�AL NOTE � � A : .: - ; : : ° ,. ' ' ;<,.. .. . ... _.. .... . .... . .. <" \ - 1 . �',. �'�` , , _ , . _. . . . . ... ..... .....F.Q� _ �� , _ "��e� :*@�� ° � - W THGT�HEE BU LD NG REX�AVA TON� R DEWATERPNGIFAND �BACKFNLL. ATSOCIAHED , � <.. , c_: _ . ...... .... _.... ...., .. , �+"� �jr � a� _.. .. ; : _.. : . :.... , _ � � °a� �' _ _.... � - ` FROI�ITACa � RO/�� CQNTRACTOR ' S RESPONSIBILITY TO ADHERE TO THE RECOMMENDATIONS m � < : _ _.._. .. . . . . .... .. : : _ ......, .... \ _ ; , ;. : ...�..,>,.�..,. # � � ', � _ , ' '°`�" OF THIS REPORT ( OECHLEIN C 09 ' _. .. _ _ _ ._ _ . EERS JO 9 035 1 . _ .. . ... . ...:.. � , ` : � ........................ ........ � ; _..... . ... . ..... .� 2 , .. .. .. .. _ ... .. . ... . ; .. ... . . � . .... \ ... -. .. .. ,..... .... . ....... �h � ��._. . � . . . . . . . ... .... .. ..... . .. . .. .. .. .\ . ._ .... ...... .... . ...._ ... ,. ,..... � ..,.,�y .: � ...... .....Q �T��C� \\ r,.: , ,r:`' � .. ............... . �` . ,... . :.:.:...� _..,... , .. ....... _.. .. . ,. ... . .... . _. _. TREFERLTO 'STR �CTU ABD PALANS �R RALLT '�OUN�D TYION INFORMA�TION . ; a _ .... .._ . .., .. _.... � � � ,.. >: .. .. �,, � � ,.... _ . _.._ ..... � � , � . ..... ....... .... . ..,... _ _ ,_ _._.. .. .. .. . _..... . „ ` ..... . \� _ ...... ,,,�-,� .. _ ..... .._._.. �u�... , ; , ,.,,. . ..._.,. . . .,: , _ -_.,. •...� :,� ,,. ., .._ .._ ... . . .. :. ..,, ; . .' � .n.... '", ' '' .......... ... .... .� .. ..... , ; ; � -- .---- _ . ; ; �_„ � �"` 4 IF UTILITY STUBS TO BUILDINGS ARE BELOW DRAINS COVER WITN CLAY � ; .�, ��a ' ,; : ;' ,: ,: ' -' . ,. : , , ; � � S�. . ' : . , ,: , < � � ' . .. •. ,:. ' , ' ,, :, ' �s . . . . .•.. :' . . ' . � -.. '' , , .. ,::: ' ' ,: : ` ". ` � � . . ... , .. : .. , , :; ,, ,•, TACT AEI �. a , � .. ' _...._ , . . OORDINATE CONSTRUCTION OF SUBDRAINS WITH PLUMBING PLANS CON k �, , � � . . , : _... 5 C > � . , , , ; , : \ \\ , .. .. � ; ., . _ \\ � , . a �< . � . N TA Y; ��O�O`��OOOOO�OO\\OO�OO�O\\�\\�O\\��\\�\\\��\.\,\\��\\\,\\\\\�\\��0�\\\O\\�\\�� S L CLA DAM CONN �eT ....:: ,. ; , i ' _ \ � I L , , , ,: ;: , ; ; ; .... ._. z : ; IF CONFLICTS EXIST. ... : , , ; » , � � ,' >° . . ......: ' ;' -'.. ' , . ! , �,. ,. ; . PERF.OR D . : D ; .. ;' , .. , ,., ,•; ,, : . , ,. ; ,.. ; ; .. .. , : :.:... , ' ,.... ,,. ATE 4 RAIN TO S(3�ID „ � _ .. ...... ,. . : ... : , : , . ..... . : ,. : : , `e, .,. ...... : ' . ... „ r . _ _ _ _ ' .._ _.. ' , , , ; , : _ . �:_... .. ; ,. , . �, : . ; „ ,; , _ : : 6 . EXTERIOR SUBDRAIN PIPING TO BE 4 SDR 35 PERFORATED RIGID PVC . ; ,: ,, , ; , ; : , ; ; ; : , : ; ; ; ' . : � 4 : DRAIN . ' RIdN SO ID 4 RAIN T , '` ., , , , , . . '' . , ;, ;. ,, ;. ,: L Q 0 . , ; ,. , r°. Z ,: .: ; .. : . , , .. : , , ; .: , _, : . ' .... ; , , . , . , � , ` � - ALL GRAVE� TO BE WRAPPED IN MIRAFI 140N : ; , . ,: : ,: ,: . .., . � . ...:> _. ; >. , ,.; ' . _._ ,: MP ,R ',' M ,. .. �. ....,....< ' , .. _ . > > SU E. ECN . . ; , � : f ' �._... "�. , . . _.... , . ) ; ' ` ... . ... , . , ; , . .. .: . . , ..� w.. ,: W T RPR FWG AND PROTECTION BOARQ BY ARCHITECT .. ... . .............:.. ....� < , ,..,.. . �� , :......w ... . • ' . .. ; .. , ........ ..,m. ::,... . � A E 00 . ...�... . . _. , Z , �,.,.�.::.......... : . r ,..... . , ' ; . , ; , , : .. .., .:;,... ...::._.m.... ... .� . _�� , , , _.;._ ,.._ .. .., • _::. . . . , : , , ,�., ' ..: ., . ...,... , ..... , , ' . :..' ., , , .. , ..�....�....,... _..�. . ..... . , ._ , _. . � ...... ... .. ; INV. 4 S LID, INTO UMP PUM ........... _. .. , ,..... ,... � ..,. .....,, _,...... . __. . _ .. ... . ,� �..... _ ... ; u...,� . . .. . _. . 0 S P �; A � UNL SS OTHERWISE NOTED . . ; , , .. . . . ,...................... , ti . _ ALL SUBDRAIN PIPWG SLOPES ARE T 1 . Q o .. _ __, ... ..�.:,. ,,.,,.. ., ,. � : ..... ...::. .. ... ,. , ,, .... �lN GT 1 :5 SUMP PUMI : > , E , ; , , : ._.., ,..:..... :: �.... . , �0 E . _ _ ... . ..,,... .�:,,... ._: . . . . " .,. . _ :::.... .. . .. .......... : __ , . , z . _ . ... .. . � ,..:... . ; , , . . . :... , _ _ :.. . _. ... ..: . . . .. .. . _ _:, . , , ' , : , , �. , ..,>.. :..........w _ - . ' � .. . .: ' . ' < : . . ; ......_ ;�,.... . _. .. ' - 68 .� . ....,.. � , .; _ .. _.. . .. .._.. .. ._. . _.. ...... . .. . ... ...... _.. , . ::... . . � . -, . ... . ; , , ;:..: . . ... ; , ... .._._,. ........,.. .. . , < , .,.... A WALL D NBOARD , .. ,.,,,.::: . ,.,., : ,_. ,, .... _ ,. .. .. , „ , , ... „<;,:,,,,, ' : .. ,. RY :�EWER ' 7 . AEI RECOMMENDS THE USE OF MIRIDRAIN 6000 FOR RAI _ , ,. _ ... , : , ; .. M.. . .. . . ,,.. _. .. .. � , ............ ...�. . __ , .. DISCHARG� TO .SANl.TA ' _ .. .... , .. , _ . . . _ . �.. . . _ . . . .. . "'.. :� .. . : p . . .... � . s................. <, : . . :�h . � . . : . .. ... ....,. :' . ,'.. . : .. , .. . ;' . . . .. ' .. , .. : .. .w : ..: - � . :� ..�n ,- �..:� ... - .. . ,,... . . .. . . .. .. .. .. "�.:'' : .. . .. .. : ..: .. . . . . . . ' ' :.. ... .:. ; . . .. .. � - . . .� '� '.. . : . �,.. : . � . . : , : : � :� ".. ,_ ,.• . : . . ., .....:': � . �". , _ � _.. � ;. ... :. ,. ' '.., ''.... .. :.. : .. : .. .., . � - ..:,. �... "... n/. . ..., .. .. . ..., ` ,:� . . _ ....... ...: . :'' i . : � : �.. . h- e : : , : �� :�: ,,. .. . :' : .. : ' . .....„...,........ . . , ; ,... , ; ; .. . . . . : ;' : . .. : .. ' ....._. ; _ ' ' co ri ht 2Q10 . .. ., .. � : . :......, : ..... ; _ . . ' : ' ' YSTEM . � : .... ; r: ... , > .r ; :::.... ......: IN V. 6 SEWER STU B 89 7 . 70 : S PY 9 `^.: �:. , '� � � � ' :<::� ' ,�'� ,.> :::.. ' ' :�`. � `�: : �.. ,�... ,. .,::. .:' . :.: r .. : � >:... ;' ae ,;,.. ,.::'� ,. . ...... :... ....... .. . .. ...__ . . . ��, � . . .� `�. ,.. :- .. .:� .. : . . ' . ��.. ' .. . _ , ,_ . ,; .,. . ..: � . � ' :�,. :: ... ... :�`.... ., � :. ... �.. :�'--�-.. ......... ..... ... . ,:��.... ._...,:�� _ ,.. �� ' . :,... .� .. . . :�� . , . �� :�� `. � � .. : .. . . ,. : .. . . . .. :tr�.. ��. . , �. � �;..... , ' --. . .. . :�^ :.^`.. �� . . . . ... ..... .. . . . . . .� . ,...., . . � .. : . . .. : . . . : .. : :�� . :�` . . .. . .. . . . .. . .. , .. , �� . . �..... ' . . . . , . . . . . _.:..:. _ . ...... . . . � ' . � . . � , . . . . . .... . . .. : : :.� �, ; ...v..�_....... : .. :� , .. . . . : , . . . .. . . . . . .. . . . . . . . . . , . . :� . . . : . : . . . . .- .. . : , : , . . . .. : .. . . . � . . . . . . ..,,,,. . .,. ., , . . . . .......,: ... T N RAV FR M WA RAIN TO PIPE SUBDRAIN SEE ; _. ._... �.,, � � , . . .. Z .,.. . , .. . 8 . EX E D G EL 0 �L D , ..�.,.. ..... : ,, , ,. : ; ......: ... ...... . �� ' , . .,. .. . ; ....u� : : ..r , ... . BEGfN PROBbSED :4 'PERFORATED ,... . . . ; ; .. ; .. ; . ..... ; ; i. �.. .. , . . ; � , : : : ..._... .. _ ' . , -: ... ; �::: � � . . .. ; .. .. .. : ., w, .. . . . : : ;:::.. : � ...;:. ,.,.,. . , . ,...... ........� ; � : ' A TAI . _ .. ..� , r ; . , �. : �� . . .....� W �L DE L ' . ; . � ' ' ' , , .. : ' .. ' , . ' ' .. .:' ' , ... :: � . _ : . . . .. ' .. .. � . . ��. : , � :....... .......� , .r . , � . , . .. .. � , . ,�` .. , ....................� FQUN ATI � : PERI ETE DRAI .. . . : , - , , . : . . � � . . D N . M R N.. .. : ' , , ,. , ; . ,. .. ,. � . : , , ; , , . , � . : , . .. . . � ..� ' •.. ;' , .. _ _ . ,.; � ; , � �« � � .. , � ,. � � ,� ��,� � �� "� � : .._ . .: . .. � :: ,: .: .. ,/. ., . .::. ..: . ..: �.:� , .., ... .:'� � �ve .. . . ;'� n ; r � v : Y : � „ � � ; >� IS DEFINED AS RAINI G GRAVEL' ON THIS SHEET AND OTHERS _ , ..... ' 9 . " FREE D N � , INV, 4 - 77; . � . � ; , ' , . ` � . . , s ; _ ; ; ..... ,, . , '. . , , ; ; ,. . , ; ,.. . ' , ' , ....... ...,...... ........,.. .......::.....� .• <' �. , � , ,. : ,. . , ; , ... :. _. :_ _ ; � _...,. : , , : , ... : ._ - ... .. .. '. IN'V. ; 4 69:94 ,, ..... ' � .- , . . _..._ . _ , •, _.......�.... _ _ ' - � .. 50 % RETAINED ON , . . . -._ _ ...._. ,,,, _ _ .: _ _ _ . _ FO �LQWS : MINUS 2 INCN AGGREGATE WITH AT LEAST ; . ; _ . , , .,.., � _ ; ; _ __ ,.....>. , ; _... . . _ _ . _ , ..... INV _ 4..._ 68. 13 � . _ .. : . _ ' . .�..,. , , , ,_ . : ' . .. , _.. _ �.;. ._.. . ' ', '' . i . .. __ _ : - 4,.0:: ' , . .. _. . ..... _: . , ; ' c� o : ` - . N 2 % PASSWG THE N0 . 200 SIEVE. . _ _ . _ ' ! _.._ . ' ' _ ' . , .. ,. ' . _ _ ,.: , ' , _ , ; ..�. _ , ; . ,... .,... ' �``�. � � , , , ,. , . , ... � ..._..... , :: _ . ., : �... .... ,.. , ' , , ., .� . _ . :::: . _ , , ._ „ .. . , , „ , , . : ,. , . . � � , _.... _ . ._ . _. � ,. - . .. .. . _... TNE NO 4 SIEVE AND LESS THA . . : _ ....,. � ,, s ,.��.F. ........ . ..... .. : _ � AS PER GEDTECHNICAL REPORT. , . : . ..,. ., . ; ! _... . _. _..... . . Z` ��'... 23:r ' ` .•• .: ' ;...�.: : . .... .� • . _ __ ... .. � � �.F... ..... _ OWNER TOWN OF VAIL ; . � :r , , ' ' , .... ... P RF. P _.. .. . . � _ . . . . _ . ,� , ._. _ _ ; ,. .... , , , � :. ., ' . . ;_... ,: ... _. . ... ., Z .� � � . .... _.Y.0 , ; _.. __ .. . �ae_.._. . . _ - , ,, ., ,. :: ,. ,. ., _ , ;. . , .., .. . . .•• _ ... .....- � � a�.....e.ERF. _P.v�_. _ . ... . (NV. 4 68:36 10 . EXTERIOR SUBDRAIN INVERTS TO BE 1 ' MIN . BELOW TOP OF FINISHED , , ,.. , ; : , : , _ _ .. _ ICWORKS � `°� _ _ II� V.�• 1�., 76 . 9Q' : s. {� 1 � Q��° � � x �� ' > ; f. ,:; ,,. , �. .. . .. .. , `z�;�' _ . ...... �.�a -� �� FLOOR SLAB . 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RIGID PVC PIPE SEE SUBDRAIN PLANS SEE SUBDRAIN PLANS SHOWN ON PfANS. � 4 PERF. RIGIa PVC PIPE SEE SUBDf�,�trd ?i;ArJS PER INVERT AND SLOPE ; INTQ SuMP PER INVERT AND SLOPE SHOWN ON PLANS . � = 68 . 0 ' 2% MIN . SHOWN ON PIANS . CLAYEY BACKFI �L PVC SHEETING ,, � : : .....,.� 2 � � � SEE SQILS REPORT 2 � � � ` � � � � � � SUMP PIT WITH SUBMERSIBLE „..�°"'" � � FOR BACKFILL PVC SHEETING `� � ZOELLER 900 SERIES SUMP � PVC SHEETING RECQMMENDATIONS 3 ; ._ w_w.. . . , �- PUMP (RE: MECH ) „ ��"""'°`�W � : ' ELEVATION OF T� P OF FOOTER ELEVATION OF TOP OF FOOTER F ° :. ... ......rw......w 2 o ,„.,..«� �" `�,„.W �. ~�. �� ' SEE STRUCTURA� PLANS ° SEE STRUCTURAL PLANS # �,�..�� --�°•�'"°"� ELEVATION OF TOP OF FOOTER ,1 � �� ,.,...�.,.....�...... '" .. SEE STRUCTURAL PIANS �� : � . . :.. .......:..._. ;.�: ...� ...... ,�.. . .,F � . „ °°.°....... PROPOSED IRRIG. CONDUIT F .F �' �;4� REVISIONS 08.09.2010 i � ,k; EXIST. 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Vari�s 275 SF } `~�. Vi ol! �� ACU Moonshine Yarrow Achillea millefoliurrs 'iVlaanshine` #1 CC� CVT 61 � M Cafimint Wa(kers Lovr Nepeta faasennii #1 GOfVI" 68 ( ) � F� M C�Ilihr�e inva{ucrata PappY Ma(law # 1 �� T 73 ( � �e�� t�ti�r� � � � � ` � 14 � J - � � n� ,v ��v� s�ea n�� i � } Srr�ooth Brome Bramus inermus f�/l� 1 �875 SF '1 il � � ) ' '� -- � - . . . . . -- 1 I ----- Wesfern Wheatgras< Pascopyrum smithii � � � � 1 6 / � (– "'� ' ' � a ° o Greeping f�ed Fescu� Festuca rubra � D -�, pQ� , pdd04°�' 1 For Gonstrucfion 6.30.2010 ' - [SS.# DESCRIPTION DATE i �� ' ` ARCHITECT'S PROJECT N0. : 2 'I Q�4 .�4 . Q , 4 �- 3 � � � P' ( 9 � �C .�. 12 } 1n/ � � • ' 1 � C� tJ �a _ _ _ _ 135 SF ) ANN � ) � J 11 , � 52 � 1� KEY PLP,N { 9 � � � (4O } � E� � �TIN � ��1VEF�� T� p „ � , LAN [� S � APE & SIDEVVALK PLA � - - - - - � EM � I �I � ��4LEo 1 � 2D � � NT1�/�� T � � TC,� � En/I (�ifE ANC� STOF� E ART C� IJF� � N � � �I � T' F� l� � l" I � N . 6 'x6 ' � � f�CRETE �ASE T� � E F� EF' CJU � E µ � I a o 0 , �--- _ _ __ - - - ---- - __--__------------ _ - -___ _--.._ ___ _ � �_m . w� .� m.�w� _.�. � .,�Ay. �z��.� , .a _ -- - --- .� �a __- - _ � . . _. . ,m= ��.��,�.�, . � . « � NOTE: ROOT CONTR�L �� , 2x RODTBALL ' , , ' � ; t WI❑�, MIN. PRUNE ANY OEAD OR DAMAGED BRANCHES BARRIER MUST BE USED E ,,.,`�( , � � IF TREE IS PLAN7ED ' �T' { t'� PRUNE ANY DEAD OR DAMA�ED BRANCHES \/ ' IMMEDIATELY AFfER PLANTI(V6, 00 NOT CUT �`r =-�;;,r `� F �� ,: h ;�'�"' IMMEDIATELY AFTER PLAfVTING, DO �OT CUT \� Ii � LEADER WITHIIV 5 OF CURB OR ;t� `� {�; � /�I SIDEWALK. T(�EES y;`��" '� f�' ,,.�-=�� 51N�LE LEAOER �j __ .._.��,� " , ` t , �\\�� ll i f copyright 2010 MUST HAVE AN UNCUT � � : �' .�_. c� ��\ I� / �� .. ��:.;`'�,,: o � 18 GREEN NYLON STRAP5 WITN METAL GR�MMET � � -'' I ��= � Y � 18° GREEN NYLON STRAPS WITH METAL GROMMET �9� � ,/ -- .. . :,�; � LEAOER & HAVE A ,�. . � �,/'� � I � _ ,,. _ � ~� � ,�.� � �e�� ll� € ,.�`; �R HEAVY GUAGE RUBBER HOSE F�R TRUNK UNIF�RM TAPER FRCIM ,' \ _""'",�� ,µ, PROTECTION �'� rs �:m� �,�.. � I - - .��, f � �� BASE T� TIP. TREES ��;. . ', 1,, � ....- \ I' ,`�% .,�,�p 12 GAUGE GALVANIZED DOUBLE STRAND, TWISTE� (t�j1a5T MEET AT LEAST � � ' �/ r �i 12 GAUGE GALVANIZED OOUBLE STR�IND, TWISTED \� _,.+,,;� WIRE: ATTACH TO GROMMETS IN STRAPS IVORMAL CALIPER & G� ,,,. �„ +� +` `�'�< � ��--�'� � � WIRE: ATTACH TO GROMMEfS IRI STRAPS ,`� v �' \� I� 1/��/� QIIVNER Da AROMENT OF PUBLIC WORKS }� � 1309 ELKHORN QRIVE ��'~ - HEIGHT FC1R CONTAINER :,4: : f ,,` �� j� \ I� �� m.�. ,� ,� .... ,;.� � ,. ,�.., � ... 51ZE. OVER�RDWN � . ., : . �;� :� �� . , '. � M �\\ i \�I ��\'l � VAIL CQ 81632 � � 6' GREEN STEEL °T" STAKE5 SET 30" MIN. INTO TREES ARE NOT � ,.,� n°� `'` �\ I --- , � ' � " '"�� `� 6' GREEN STEEL °T° STAKES 5ET 3Q" IVlll�. lNTO °- `` UNDISTURBE� SOIL. 3 STAKES PER TREE ACCEPTABLE. � � � � UNDISTURBED SOIL. 2 STAKES PER TREE ALDNG ~ �� ` t: 970.479.215$ - � �` � LINE OF PREVAILING WIND �� "`r 5EE TREE STAKIN� DETAIL ARCHITEGT 4240 �4RCHITEGTURE ING : L ` �� mm �`�'.��'"'�`.."°° , - �� ' € � � 3003 LARIMER STREET `� � „ -�;�Nµ'�� , GRA�E TQ ACCOMO ABE MU CHEg D ABOVE FINISHE[7 � £' ; � l0 S�HED GRA E TO A C 0 ODATE� MULCOVE % \ � � �� Cf�EATE LEVEL PLANTIIVG BENCN, L15E DENVER, CO 80205 .�.. .�.��•�^:^, F £�fE \� f ` SfVIALL ROCK WALL ON UPHILL SIOE IF t: 303.292.3388 f: 303 .292.3113 _..�, t ��•�M," �;,- ....�, � • � `» ...-�`°`��. �"' {(# � �' -% s '5{( � \� f/r�` NECESSARY, CIVIL ALPINE ENGfNEERINC ING. . Y ,^....-..::h:.."�.'}.^.^.4.,.,.��'3.:%::,..r S i.�....�.�-�"^ r w.... � 11 � > Y x z�.. � i .4 .. MIN. 3 MULCH HOL� TOP OF ROOTBALL ABOVE �RAQE g : ' MIN. 3" MULCH '`': �„ µ ��,;�°'�, � �`� � �' {� FClRM 4" HT. BERM QN DOW�iH1LL ENGINEER 34510 U.S. 6 UNIT A-9 �=�«��,_.��.:�.•�..:�,� ;'�� 3 TD 4" HIGH WATER BASW � � } � SIDE DF PL,4NT P!T ,� � �� 3 T� 4° HIGH WATER BASIN � EDWARDS, CO 81632 . � , . r � SEE TREE OR �NRU� PI.ANTBVG OETAILS t: 970.926,3373 f: 970.926.3390 , ,, , . . FINISHED GRADE , � :..y. r, �,��. ��`� ,�� , a,� f , .�µ ,p , ` FOR �ACKFIL.L SURVEYQR PEAK LAND CdNSULTANTS, ING. . . . , . � �r? u.�,� \ . . . . ,--°i ' �._._.: . � ,: . . . . ' '" . � � � , �. .`� . 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AND SIDES OF ROOTBALL ANO TQP 2 3 OF WIRE QEPTH C1F HOL�..... � .. ... ' : � � � r . . . .: ; ..._., ;.__� ; - . ., ,. _ �. � - -� . . . . . . . -.-. - / � : i '.. .. . . .. i " ' - .. : . . . E � , : . . �---�: � :: � t: 970.476.8644 � � � .....:€ i ----. � D TClP 2/3 OF 1NIRE ° s l mm ;.-:;��,,,Im . , . , !. _ i _ � � � , Y , . . ; . . : � . � : ��.... : � _.� � ,," . . ; • ' ; : , I I I I I � BASKET FROM ROOT BALL EQUAL TO dEPTN' u� €�; , • , , ,� �, ' B SKET�FR M ROOT BAL AN � ': :: . L_�� :: -�^�I: ; : I I3�1 , . ,. ' . ' >- i. - ' ''; �mm OF RODT BALL �-� ; �� - �� i t- • , , � . ? .:. L MARTINIMARTIN INC. . , wm�_. ,,.....� I I � ; , , . . . .. ... � I : ; � : I I ,.�. SCARIFY EDGE OF PLANTING PIT .,....��......, � � . : . . .e • i�� . ::••;> :f_ � . .` ' : . :-. STRUCTURA � ; f-�-- ; � �. , ; a :. .. �, � : ENGINEER 12499 WEST GOLFAX AVE _. 3 .; ; , . .� �r�.� � ...5 3 � . ,-.��;-�" '�, . . . : : , I i` . � ..�- �-�."' �`3 3 }�...u,��mmf . I� � ; 3 � -�� .. � i i,.�.'j �';......s i ,m"; 3 .�..�� :__... � ....., E .,..._ < :� : ;_...: : :.......: : �°i 3-..-? 3�I I I......3 3 5......., f �� - ,.. � . . �. .� � ` ,_ ., '. �: ; � � LAKEWOOD, CO 80215 �,. ..... 3 .....��:;�,�:�M._, 1�;..��.�.� . ;.� ' : , - .. . . . : : .� ....: .......: ....... ......3 ......; ...,,. ...... .�.E j..'�'tl E�'s` 3 ;m�.S f '; ,....t E i"""'t ; '..�.i � .._ ? ;��.= o o � .... ..�:,�:,� � ,..,,,,,. � .� .,. �,.,-..m,...:: ; .m.m:.� � �-- 3 € �' .� .m..�. . ROUGHEN SIDES OF PLANTIN� PiT :...0 : . '; �' . � . . . , I ' . (. (.,-�:; , � (...... BACKFIL� MIX; 8D /o NATIVE TOPSOIL, 2D /o .:.,: � �:.....: � �...,..� . �......� � �....... � �......� � .....� € � ....:� � : ..:.:� � ...:.:� : : ...: : : . .:..: : 3;.:�: : . .... ; � .; ; ; , _ _ _�:.W� : � ..._.... � . ..._ � . ...t . : , �. .i�.. � � �.:..:._., # � _ 3 ��: � ;�; ; -3 �; � ::_; �.. � ; .�I : :...,. s ;�,j ; :� : �: � ��.: � .� � � �----�. E€ : . ... .... : . .... . : �---- ,--� ..,:..:, .,.. , ... _...�...W:�...W, ; ...,...,: . � ------ � • ,:)::::.: t: 303.431 .6100 � �,.....: 3 �,....., - �.. :.. � .:.... �.:....g � I .... J I I.....:��: ....;<_;..::::�_;_: ..:•:��: :•:�: ;..I,...;< I I :...;.�� .....�� I..;.;I��......� � PEATMOSS COMP05T. ,,m : �.,.. ... ; ; I... �.., ; ;_,. _ __� , :p ,......._ .... � . ....... . : .... . � : .». i ;�...... � .. ....u..; ..s.L; . 1,� �., ,.._. o pp e : :..,.,..i ' '_,...3 : . : ; � .: � � 3 �......: ........ ....... ......,; .,..., ...... � ._.._ ;..,_... � :.,.....; . ..... . � # / ..E i :« .. � �..»««..t £ 3 : : . "-` . t € V? . ' . 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AVON, CO 81620 F[�CIT TAMP LOdSEfVED SQIL UNDER ROOTBALL TCl PREVENT SETfLING t: 976.949.6108 L�NDSCAPE MARY NART DESIGN EVERGREE �I TREE PLA�ITI �IG DETAIL S�A�E: N,T.S. TREE PL�,�ITII� G DET�I L SCALE: N.T.S. Tf� EE C� � � H �i � B Pt�Hi VT� � G Q � SLU �E SCALE: N.T,S. 1 . CC�TRAGTOR SNALL REFER TO PLAIVS FOR PLANT QUANTiTIES AND LAYOUT. PRIOR TO CO�ME(UCEME(�T OF PLANTIN6, ARGHITECT Pt� BOX 8258 Vergreen. �FF ��n ��. � '- °�'� a° �°� THE �NTRACTOR SHALL MEET W/ THE L.A. AN� OWNER'S I�EPREBENTATIVE T� REVIEW THE PLANS AND WA�K THE SITE. BRECKENRIDGE, CQ SO4Z� C�NAACTOR SHALL NOTIFY L.A. IN ADVANCE OF P�ANT MATERIAL ARFIVING ORI SI7E. t: 970.453.5878 ' 2. L�aIDSCAPE CONTRACTCIR SNALL FIELD VER(FY AL� PLANT OUAIVTITIES ANO al�liEN51QN8 PRIOR TO INSTALLATION WITH '' L.A. INAL LaCATION AND STAKIN� OF ALL PLANT MATERIAL SHALL BE �CCEPTEL� BY THE LA: DR �WNERS REPRESENTATIVE ' I�I A[VANCE DF PLANTING. CONTACTORS BASE Blp SHALL A(�TICIPATE MINOR FIEL� A�JUSTMENTS TO BEDLIRIES BY ' LAN[SCAPE ARCHITECT. LOCATIONS MAY 6E ADJUSTEO TO ADQRESS FIELD CONDITIdNS AS WA,RRANT ED WITH APPRQVAL OF L+.. THE LA. SHALL BE ON SITE TO REVIEW LAYOUT OF ALI. CONTAINER PLANTS. OUANTITIES SNpWN IN PIANT LISTS ARE FOR STIMATING. PLANS 5HALL �OVERN. 3. TF� LOCATIDfV AND PROTECTION OF ALL UTILITIES, STRUGTURES AND EXISTING iANOSCAPIIVG TQ REMl�IN IS THE RESf�N51BiLITY OF THE LANDSCAPE CONTRACTOR. CONTRACTOR SM�LL �IOTIFY ALL NECESSARY UTILfTY COMPANIES 48 HOUIS MINIMUM PRIOR TO OIGGING FOR VERIFICATION ClF ALL UNDERGROURID UTILITIES, THE CONTRACTOR SHALL FIE�D ADJIST LOCATIONS OF PLANT MATERIAL A5 NECESSARY TO AVOID CIAMAGE TD EXISTING UNDERGRQUND UTILITIES ANDjOR ' i � EXISING ABOVE �ROUND ELEMENTS, TREES TO BE PLANTED WITHIN 8' aF UTILITIES �RE TQ BE BROUGHT TO ATfEIVTION DF �r DWI�R AND L.A. FOR APPROVAL.. ALL CHANGES REQUIRED SHALL BE CQMPI.ETED AT THE CONTRAGTOR'S EXPENSE ANO -�,-� FI �IISH GRADE WITH MULCH AT NOTE: IF SHRUBS ,4RE 9n �� .---- PRUNE ANY DEAD DR DA�AGED BRANCHES SHAL BE COOROINATE� W/ THE �WNER'S REPRESENTATIVE AND TNE C..A. - PLANTEO IN GROUP{NGS 5 ; �� a�� IMMEOIATELY AFfER PLANTlN� � GROUNDCOVER OR SHRUB AREA WITHIN A TREE OR SHRUB i� `, � � � TOP OF ROOT BALL TO 8E PLA(�TED 1 ° AB�VE 4. TF LAN�SCAPE CONTRACTOR SHALL NOTIF`f THE L,A. OF ANY DISCREPANCIEB IRl PLAI�T LQCATIONS OR INSUFFICIENT � 4" TALL STEEL EDGER PEFi �ED, PERMEABLE WEED ', - ` r`� , � � . � , FINISHED GRAOE TO ACCOMLIaATE MULCN. PLAPT aUANTITIES DUE TO DIFFERENCES IN P(.AN AND ACTUA� FIELCi CONDITIQNS. � ' BARRIER FABRIC SHALL 8E �:; � , ; , �� ,,,, -� • PLANT AT GRADE IF IN OPEN LA�IDS CONDITION. ��.�, PLANTS SPACIN� TO BE GROUNDCOVER OR 5. T� LANDSCAPE CONTRACTOR SHALL NOTIFY TNE LA. 3Q DAYB PRIOF3 TO PLANTIR1G OPERATIONS FDR APPROVAL OF � I- SPECIFICATION�, NOT HIGHER THAN INSTALLED UNDER MULCH w� *.�` ., ,. , � ` ,, ,, MIN. 3 MULCN ALL LANT MATERIAL AT PLACE �F GROWTH. ALL PIANT MATERIAL fVOT PREVIDUSLY APPROVEQ BY THE L.A. WILL BE � ( _ � 1 2 " ABOVE FINISHED GRADE ��R `�'�� ` � ' k • E(3UIDISTANT FROM EACHOTNER "5" PERENNIAL LOCATION SUBECT TO REJECTION. PL/�NTIIVG IS TD BE PERFDRMED DURINC FAVOhABLE WEATHER CDNDITIONS, DURING THE , " " X '`�. ` � ' � } L`�' � � N�R/IAL SEA50RI5 FOR SUCH WORK AS OETERMINED BY ACCEPTABI� LOCAL PRAGTIGE. NECESSARY SCHEDULIIVG AND � �" �` FOR B&B PLANTS, REMOVE ALL TWIf�E, ROPE 12" THICPCTILLED PLANTING BED WITN (-p'WN `' �,. �"` "�, AMENOMENTS PER PLAN7I�IC� NOTES QTHR PRECAUTIONS AFiE TO gE INCLUDED IN BASE BID Tf� AVO1D WI�(TER, SUMMER DRYNESS, AND OTHER WEATHER � C1� !� / j� �. . � AND BURLAP FROM TQP AND S{C7E� QF � � � � RELIfED DAMAGE TD PLANTS. - / / N % � • �' ROOTBALL � �RC]UND CQVER OR PERENNlALS . ..;: � °�� :'�,�, f - � ;� ° �, -� SPACING 5, AL PLANT MATERIALS SHALL BE OF THE SPECIFIE� QUALITY AND SIZE AS fVOTED 01� THE PLANT LIST, fN AGCORDANCE Wj ��'�,�'� h � � �� p �' � � � �� ° � � ;s�l� s � � �' � �'"'' � �' � 3" HI6H WATER BASfN j EOGE OF INSTALL 2" "SO(L PEP" MULCH, WITN ��i,u1� � h�ll��i�U�i I;�� t V�u � �,�r�I� i �` ` �� TNE �MERICARI STANDARDS FOR NURSERY ST�CK GUIDEI.I�fES. CHANGES A�1D SUBSTITUTIONS ARE TO BE APPRDVED BY (� . � F PLA�IT � "... : ; .... � . . OWfER AND L.A. FIIVISNED Y PLANTIN� AREA ALLOWANCE FaR CR�WN 0 � ' _ ; ' \,r�,. . ,.. � " \ TO BE AT FINI5HELl BRAOE ' > ' �. , ... ; : , : ; .. . ........ ,.---- ,�� . . �� ti ,. �, . ,4 FINISHED � � ^ - • , . 6RA�E � ; • � _ � �� 7. A LANT MATERIAL IS TO BE IN A MEALTHY; AND QISEASE FFiEE STATE. ALL PI.ARfT MATERIALS BHALL BE INSTAL�ED USIN� � ' .� ' ?� � � .. ' .. � ��''. L P � �. . ; : . �. . . : �--... : .. -- - ---.:£ �' . ..�.. �� ` GRADE ; � - : . , �, ' ? : : . t ': . ... .. .. _� .... .. : : . . ....� . , [ . . ��. � �� `' ___; � "..�.� , ; E�-� : �..:. . . ; . , � , ;' ' ` € ; �---�--� � 1 2 D C CE5 IN ACCORDANCE W TNE PLAfUS AiJD DETAILS. THE TREES, SHRUBS, PERENNIALS, � , : -� , .. _ I _., , . : < . . �; : ; �..M ; . _..�_y ; � , ; � I I � � O ,� . : : ,,: . ; . : _::_ , . ... ° : : ; : . . ... . ;_: : ; . . � .�.,�.: : , _._: .� : l , � , � .. 1 � : �-- - .. : . : D ORTICULTURAL PRA TI :; ; ; : : � a : : ; . ; , ... : : 3 .........: ; ; , :_ � �......._.� �`- - , , _ _. . . .. ,.._ ....._. �.... .. . _ __. .. ....,. . , . . . � � ........ , � , ; ...... . . : .... .. . ... . _. .. ... , , . „ . , , . . �-- .. . � ........ � F......... : .:....: . . . . . . . ' ' �� s F :.... .. �� J` � �TAIDAR H 1�i' GROIND COVERS AND GRASSES SHALL BE GUARANTEED FOR A PEF!(OD �F 9 YEAR, BEGINN(NG AFTER THE FIIVAL (,,,� � J ; � ; 4� � : ; ; . . s : _ : : ! ,/ DEPTH OF HOLE _, ; .._....g .W,,.. ,:. . . . . _ 4 ; .......: smm L DEAD OR �YING PLANT MATERIAL FREE OF F° : , ... . ...._ . � . ... . .. : : : . .. . .. ��.... . ... : . . .............. '; . ....... ..... , . 6: : � € . � : ; �:°;� ACCPTANCE. LANDSCAPE CONTRACTQR IS RESPONSIBLE FOR REPLAG[N� AI� („� �J , , : � , �. , � , . , ; �ISTANCE BETWEEN • �� 1 . . , . , ,�' � � ` ...:`.i - � �------d � :�-� : , y� .�' : ,:; , ,� PERMEABLE WEED BARRIER FABF3IC I�I BE7WEEN , °� Q � ..:.. ; _ , . , ; ; � ;, € EQUA� TO DEPTF�";- ...._: ; ; -_ . - y7� � f . , _ � ` ' < _ .�-. .-f ,-�-: �---- . : -_ . . .. . . , �mm� I �------: WITHIN MULTI-SHRUB PLANTING BEdS �OWS, D-0.86(SJ CNA�GE FOR THE TERM OF QNE YEAR FROM THE COMPLETION OF WORi< CGQNTRACTOR S �UARANTEEJ. � '� � .. ': : . _ ..... . ; / _.... ; . , ., . ; :, : : ........ : � �... ........., SNRUBS !.J_I '`�. � 1 € : ✓ OF ROQT BALL . ; ......_ �€":'�-=�-�'� :. ,. . ' , .. _ ...... . . < _... _ .. : ; . _ ... ....... . .� . . , _ . : ; . .. .... . . { . . ; . , . ,' � y . .......::..:.� . ; . � ; : . / : : � _. : ; . , . ; , : : . . . : : , , . , : , . ___._. __.._,,,,., .... ,,.., . . __,_,.,.. _ �,,._�,.. __,__ _,_. �. , < : . �,._._ ; ,., _,_r .� , €._._ :_._�; � . . •. � ; � _ . :�.._ ; ; . .. . ,�., ,, , ; ; , `: . m,_# � : �......� : ;. ROUGHEN SIDES DF PLANTING RIT ; €_€ I•-m-- I ! :;--; -� �,; ��< , � a ' , ,. "1 ' � ;i`� `� �� `'� %>' ;`` � S. AL LANDSCAPE AREAS SHA�L BE GRA�ED TO A SMOOTH EVEN SURFACE PRIOR T� ANY PLAIVT INSTALLATIOfV. P051TIVE � � ; € , � , �-� '�-fi `� C.� � r....... .. . . .......... , � ;�. ; , .; ; ;� , : . . . . : ; � � _ , ,�;�� ,,`'� �� ,. � � ;.:., . : ...... ...... . . : ............ '. � ....; i � ... ; : :. . .. �, i , .. ...._ a . . . r. . . . , . � � � � q ; : . ` .... _: , ,__W, ', , � ;� � .�::: I I��.�r , "-�--� ? QRA�AGE FROM AI.L BUILDIRI�S IS T� BE MAINTAINED WITN ACCURATELY 6ET FLQWLfNES TO MAINTAIN FLOW, WEED-FREE ✓ ... .,.. . . .... : _ : .. _._ ......, . _ 'r. ? ......1 � .v_..: > ._. . . . : . °'. . . _ , : _..... . PLANT QUANTITY CHART , . . . �C � � . : :; ... , : : .. __. _ ; . ; - . _ 1 . . : , ;......... :wW.. � ; ;_.__.. . ;; . , 4 � 4 : . _ . f .. < ` �„J Q ....... ./.... . . . .:... :.. . : ..:....: ..... : : : . .........._.. , , . ; : : , ... . .............. . . . .: .. .... ... . s : �. . : . _ _. � : : : :.� � : : : �: t .:_. .: .�. . : � E _._ . ..�.. , :..._ . : . ., ;;... '..:� EN Y SPREAD TQ A MINIMUM OEPTH OF 4" IN SHRUB AREAS, 3° FOR ; . . s : < , . � ; , , f . , IRE, OR , , � � � ,_ ; ; : I ; ; . �, �� ,�„� REM�VE CONTAINEFi BURLAP W OTHER �, TOPOIL PER SPECIFICATIONS IS TO BE INSTALLED AND EV L �, � /,_.. ' ,. .... . , ; _...... , . : ..,_..,, , , € � E . . . : . : m .. � ; ; ........: I 3 € , � � . . : } . I � � . S I G PLANTS PER FT �� .°�' _.. , . : > ,,,,,,,,, , ; ; , , _., .. ... . : : . s .,� .. . - ; , . ; . ...... � : . :. : � SPAGIN6 # OF PLANTS PAC N ° : ; ,- �� I° < : ; ; , . , � {.........: : ........ : �......... € ........ . ..... - : ........ ; ; ......:. : : 3.. . : � I , -:> < : : <: ,r' AND 2 AT NATIVE REVEGETATION AREAS. NQ RCiGKS GREATER THAN 1 DIAf�ETER DR DEBRIS WILL BE , : .... . ; , .... 3 :......... . ........ k ,...... ; . ......... ... : : ; .. ......; ; € . .... . RODT BALL MATERIAL, LQOSEN RO❑T5 IF F30ClT �� ' < _:: : ::.: .� lAViu AREAS, I° , �: . .. .. ...... : : � . ..... , , € ; . I � y � � :...�..; � : ._---� : ; W..... : : ,. .; $ �_� , �.--- � � _.:./ .:.... _... . : ; .. ._._. . : , _. ....... ....:.. _. . . . ` ....:a €.-- .�.; ; I -,�-:.,: � , f-••;-.;-�, _ .,_.�...� E . . :� < _:., , � � . . ��_ _ - SOIL FQR PEREfUNIAL AND ANNUAL BECIS SHALL BE " , ...... I ' I � . ; ... .... 3 I I.. ' # � _� � E..� .... ( � '� BOUND . . 14 0� . PROIDED PER SPECIFICATION BELOW AND ELIMINATE WEE05. TDP _. � � ` � _ -s . ; _ . ' .. I . . , ,..... 1 " .66 3 " 0. . 185 ; ; , . :: ACCPTED ALLOW TIME TO �ERMINATE .... . . : � � � � STEEL STAKE, FLUSH WITH EDGE�, aACKFi�� Mix: so°ro �vA�rivE �ro�so��, 2a°�o , , � SUBGRADE '`� � PEATMOSS COMPC7ST. SATURATE BACKFI�L � �• . •� SPACED PER MANUFACTtJRER'S ' < 2X ROOTB�_L �IAMETER � 9. THS WORK INCI.UDES, BUT IS NQT LIMITED TO THE FURNISI-IING OF ALL LABOR, MATERIALS; EQUIPMENT, FINAL G�ADIN�, � � C� '.. SEE PLANTING SPECIFICATIONS SEEDNG, S�IL AMEN�MENTS, ETC., AS MAY BE REQU[RE� FQR A CCiMPLETE INSTALLATIORJ. �.. ` � STANDARO UNDISTURBED 501� AM�ICAN ASSOCIATIOIU 0 FNUR ERYM NOANLl T E� PUaNT�ING DEtAILS.�DARDB FOR NURSERY STOCK", PUBLISHEO BY THE � � � STEEL BECI EDGER S�A�: � - � z��= � �-o�� SHRUB PLAI�T� �I � DETAIL ��E: �.�.5. GRC� U �IQ C��fE � A�ID PERENNI,4L PLANTIf� G �ETA� L S�A�E; N.T.S. , `� "� Ee 9ef. �u ian ny, erenn�a s 11 . �LL EXI5TIN6 TREES TO (�EMAIN SHALL BE PROTECTED WITH PERIMETER INSTALIATID(�I OF 4 HIGH CONSTRUCTION FENCE = e SECiRED WITH STEEL STAKES AT THE TREE'S DRIP LINE. THE CClNTRAC70R SHALL IVDT STDRE �ATERIALS OR EOUIPMENT, � PER�IT BURNIfVG, OPERATE �R PAFiK EQUIPMENT UNDER THE BRANCHES QF ANY EXISFING PLANT TD REMAIN EXCEPT AS ACTIALLY REQUIRED FOR CONSTRUCTION IIV THOSE AREAS. Q'' ..�µ�-�-� - . � � � ROG' BAR�AND BACKFILLED IN ACCOR AINCE WITH �HE DETAI�0 IN H�LES TWiCE TQ TNREE TIMES THE WIDTN OF THEIR � NOTE: C�� 1 . FOR TREES 3.5" CALIPER AND GREATER . �•-��~�-.`� i--�- PRUNE ANY DEA� OR DAMAGED BRANCHES IMME�IATELY AFTEFi 2. RO�T C�NTROL BARRIER MUST BE USED IF TREE IS ��"` � � \ `> � PLANTING, DO NOT CUT SINGLE LEADER '��,.. �1 ` .: L . 13. !fV�ESS INOICATE� OTHERWISE ON THE PLANS, ALL TREE AND SHRUB PLANTING 8ED AFiEAS ARE TO REGEIVE 3�� PLANTED WITHIN 5° OF C11R8 OR SIDEWALK. TREES �,. �J�� ,k,,, :;�, �C � � �4w �� M(I�MUM DEPTH SHREDDECI BEETLEKILL WOOD CHIP MULCN TO BE PROVIDE[7 BY TNE T�WN �F VAIL. DNLY EXISTING TREE TO FIEMAI �� ° MUST HAVE AN UNCUT LEADER & HAVE A UNIFORM � .., WEL-COMPOSTE� CHIPS SHALL 8E SELECTED. PERENNIAL BEDS ARE TO RECEIVE 2 MIN, 501� PEP 501L CDNl71TI0NER WITH fr , �f � '�' NO VEED BARRIE(� TAPER FROM BASE TO TIP. TREES MUST MEEf AT LEAST * ��'' ��! �° "`°"'"""� � � Z PLY REINFORCE� RUBBEF� OR PIJaSTIC HOSE GHAFING GUARD, MIN. � �4 � � FABIIC. NORMAL CALIPER & HEIGHT FOR CONTAINER SIZE � p � � 3/4' �IAMETER �� DRIP LINE ry .' � �'sr��`F �A OVER6ROWN TREES ARE NOT ACCEPTABLE. ' 14. HE CONTRAGTOR IS RESPON5IBLE FOR THE REMOVAL FRCIM THE OWNER'� PROPERTY QF ALL WASTE MATERIAL �----- 12 GAU�E GALVANIZEQ 5TEEL WIRE: ATfACH TO GR�MNIETS IN STRAPS a� ' � � � r � " � GERRATED FROM THE PLANTINC OPERATIONS. CONTRACTOR IS RESPONSIB�E F�R PREVENTING THE RE�EASE OF SEDIMENT `�, � �•,, �'`°� ,$ �{ �, F�QV FROM THE SITE, ANQ SHALL CONFORM WITH BEST PRAGTICES I(V THE UTILIZATION aF 51l.T FENCES, STRAW BAILS, ETC. �- "' '" � " C� •`f� � ;�;�,'� AS FR TNE EROSION CONTROL PLAN. /� TREE WRAP WITH TRUNK WRAP TO FIRST BRANCH �.�F�� y""�K� � ' � f`� , �, � � `� � ` �-�� 15. ANDSCAPE C�NTRACTOR SHALL COORDINATE ALL WnRK Wf RELATED CONTRACTORS AND W/ THE GENERAL /{�/ > '� � � �" �� .�� " COh�TFiUCTION OF THE PROJECT. . / . §4,� � Z � �/:' � . ' � %4' GLAVANIZED TURNBUCKLES, INSTALL 6" WHITE FLA6GING FOF� � � E , VISIBILITY AT EACH WIRE ' � STEEL STAKE, � ^ 16. XISTING TREES ANQ PLANT MATERIAL TD REMAIN SHALI� BE STAKED AND FENCED FOR PROTECTION I�1 A DIAMEfER AT � 6 -0 D.G. � � ,; � LEA:T EQUAL TO THE DRIPLINE OF THE TREE ''� � � �� - TOP OF ROOT BALL TO BE PLANTED 2" A80VE FINISHEO GRADE TO ACCOMO�ATE MULCH LAYER 17. ;ONTRACT�R IS RESPONSIBLE FOR OBTAINING ALL APPL(CA�LE CO[�STRUGTIClN PERMITS. MIN. 3" MULCH : SRIOW FENCING € 18. �LL PRDPOSED tJ�N�SCAPIN� IS TO BE IRRI�ATED BY MEANS DF A I�OW-WATER USE, AUTOMATIC, UNDERGROUND 1 For Construction 6.30,2070 � \ 1 "X1 '" X 30" W00� STAKE INTO UNDISTURBED S�IL, 3 PER TREE AT E(3UAL ° ; IRRGATION SYSTEM WITH RAIN 5EN50RS, TIMERS, AND MULTIPLE ZdNES BASED ON ASPECT AND VEGETATI�N GROUPIN6S. _ ___ r � 3 SPACING � � NOIMIXRDRIP WITH SPRAYROTOR�(N SAME ONE. (�ATV�E REVEGETATIOEV AR A5 W THOUT PERMANE�TI RR GATO ARE�T[] ISS,# DESCRIPTION DATE �� `r � 4" HI�H WATER BASIN 8E EfHER HAND WATERED UNTIL ESTABLISHED, OR HAVE A TEMPQRARY IRRIGATION SYSTEM . PERENNIAI BEDS TO BE � EXTEND FENCIN� 50% BEYOND �RIPLINE WHEN o SPF�Y IRRIGATEO WITH "MICRO-JETS". IRRIGATION C�NTRACTOR TO PROVIDE "SNOP ORAWIN�S" TO OWNER ANI7 L.A., ARCHITECT'S PROJECT N0. : Z1064 .04 � �---�-: PROTECTWG A MATURE SPECIMEN TREE a� OET�ILING ALL IRRIGATION CONSTRUCTIDN, AND PRESSURE L�SS. GPM GALCULAilONS AfUD WATER CQNSERVATION . � �. • � � � .� � Y a�.,.._ � � FINISHED G ADE ' � ` , � � �� ` � � � � � t _,..::.'. '� � �, y ��- � ME-IODS, FOR REVIEW BY LANDSCAPE ARCHITEGT. � > � p t�� k -... ' .::. . F s .,, . �.,...... ` ., : . ... . . �?'""".__ � . . � � o et � � w., � � � � : � ��. �. :` �: ° . �: ` � ' � NOTE: LOGATE PROTECTIVE FENCIN6 AROUNa ALL � � � _� � ? � � � . ;� � � . � �. � : . � � , ,: � � ; � :-:E ; � . � � , �--� REMOVE ALL 11NINE, ROPE AN� BURLAP FROM TOP AND SIDES DF , . 19. �LL OISTURBECI AREAS OUTSICIE OF TREE AND SHRUB B�DS, QR SQD, ARE TO BE R�VEGETATEp WITH A NYCIROSEEaIfV� OF �€,_:_,,`,�;`� •�°�°�,•i � " � . � �` < � ` :`� ' � . � �:: � � � � ", � � : � � ` w�; � F.W::::: ROOTBALL AND TOP 2�3 OF WIRE BASKET FROM ROOT BAL� EX�ST�fVG TREES TO REMAIRI AND LIMIT OF DISTURBANCE , ; NANE GRASS SEED MIX. SEED MIX 15 TO BE SPRAY APPLICATED WITH A HYDRO MULCH A(VO TACKIFIER ON SLOPES 3: 1 OR �� DEPTH OF HOLE ; � , � E � � f � E E ' € ' , LES. SLOPES STEEPER THAN 3:1 ARE TQ RECENE NETfING OF� MULCH B�.ANKET TQ MIRIIM(ZE EF�05lON AND ENCOURAGE EQUAL TO DEPTH � ; ,.,- ,-- ,� ,..... , . , . , ; ` 3 •..•.•• GEWIINATION . SEED MIX 15 TO CONSIST THAT SPECIFIED ON THE PLANT SCNEQULE. SEED IS TO BE APPLIE� AT A MIIVIfMUM ( I OF ROOT BAL� i i � ; I : - --- --m- � E ` �� ? ; 3 € ' � : T ~- ROUGHEN SIDES OF PLANTING PIT RAT_ OF 4 LB5. PER 10aD S0. FT. � : f ,, . . . � ... .. - - � :.... E .. . . .. € :� i I z . � � _.. . o :---� � E --°v " �: ' � ' . .:'. : ': �... �+ >. .`. . ;RL . . �.:..'3 E . :.'... � ` V.��VV � � �N � . . _; � j t , _._ _.... � � r E :� 4 > ; £ ` � r , � � 1 . 'ERENNIAL AN� ANNUAL BE�S NOT OEFINED BY GURB OR WALKWAY ARE TO BE I�EFINEO BY EOGING MATERIAL PER THE -Y-' . -v--,-: _: � .�-..-.., s ��1 l�l�� L� � � I € � �......: . ....... . � ,�mm ........�:�.�..�..:. : , � �. :�._.._. � � .�..� � . . .. . , . ,..... ........ � , :.. .... � : : .........: : �......... : .......:., ......._; ......... ........ :.:....... , � : . .. .... , . ...... 3 .. .. E 5 , � ��• •�� E� •-�� . DE7�ILS PERENNIAL AND ANNUAL BEDS ARE TO BE PREPARED BY TILLING IIV 2 COMPOST AND 2 SPHAGNUM PEAT MOS �� KEY PLAN : . .. . : .. . . i °. . . . : .........i 3 ......... .........; .......... �. ....... i ......... I f... ... i i ... ......E :... .... . ........: : i......... . ...... . � -- --� ...�...? I ..,...._ �. ... y.� : ,,, .. :._ .._.€ ; � .----._: : ;_W.... : �._.:.�:3 � � ::::::;:! � �::::.:.;:� � � :::��: � � ;::::,.:.f � :.------� ; ! 'W.:�:. ; I....., i ; i_.._. . . � � . . . � , . � � , 3 � ... :...,( € ; ---,--- ; ' � TOPSOIL TO A DEPTH QF 12 INT� EXISTIIVG SQIL PEF�ENNIAL� ARE TQ BE GROUPEQ AS A MASSING �F SIN�LE €�. ; s �-�--+ s Ew. ° s € €�1 l i�"� ; i � � ;�=:€ ! !�; : €---�-; I I�; � �._..� �"°' �'"- ( ; '--` . , ' `_�°�°; ; t~~~m; ` ` BACKFILLMIX: SO% NATIVETOP501L, 20% PEATMOSS/CQMPOST. SATUFiATE PLAN ELE1fATl1� �l Wlli 4 - . ----- ----- -------- ------ - � � ;_..._,_ � : ; �.� E(� ECl BACKFILL TO SET7LE SPEIES IN LARGER nUANTITIES (>5 PER GR�UPW�J. � LARGE TREE PLA�ITING DETAIL �caLE: N.T.S. TIV FE CING S�A�E: � 2��= � �-o�� , TI T , �e� �� ,�,9 � o�-�� a��y o �5 � LA N D S C A P E D ET,� I L S � P.m _ _ e.A.�r�� _�� ..�, m�.�� _ _-___�_-_ ____-___ �.��.�� .��. _ � �F�_rt �_� _ReM�.� �.:��:� � �, _. _ . � . . � . , FINISHED GRADE OR WALL PER CONCRETE WAL OR APRON PLAN - NO 6" BASE COURSE RE: ARCH OR CI\L CONCRETE UNIT PAVER BY PA,VESTONE copyright 2010 EXTENSION OR EDGER NECESSARY SIZE: 3-1 /8" (80mm� AT VEHICULAR � �, � `� �,� � �.�� WHERE WALL OR CURB OCCURS 2-3/$° (60mmJ CONCREfE PAVER CROSSINGS FI �lI�HED SURF,4�E PEI� PLAN , PAVING OR PLANTING BED �� '`� � � � � �� ALUMINUM EDGE RESTRAINT BY PAVESTONE OR EQUAL 2-3/8 [6Dmm� AT PEC► UVALIfS ALONG NON�UPPORTED EDGES TYPE: HOLLANDSTONE TYPE: HOLLANDSTQNE OWNER TOWN oF VAI� PER SPECIFICATIONS PATfERN: 45 DEGREE PATfERN: 45 DEGREE HERRING�ONE I �I�°CALL �LOCKI' °�RK.O�RISAS VALLEY STRIP STONE° DEPARTMENT OF PUBLIC WORKS STAKE PER MFG RECOMMENDATIONS HERRINGBONE COLOR: WINTER �LEND C�lIED. TC} LARGE ��LILDERS (OR E(3UAL TO BE APPROVED 1309 ELKHORN DRIVE PF30VIDE EXPANSION JOINTS AT COLOR: WINTER BLEND �Y L.A. OR l".(�.�/o� ��" HT. X 1 S" DEEP X 36" WIDTH MIN. VAIL, CO 81632 TAMP WITH PLATE COMPACTOR 1 /�" MAX. SANCILLED JOINT TAMP TQ BE EVEN, TRU� TO I�AX, 2p' SPACING AND %° �IZE, �L�CE �Ol1LDERS WITN LONG SIDE HORIZONTAL t: s7o.47s.2� 5s GRADE AND FREE OF IVIOVEMEIVT HANDTQOLED CONTROL JOINTS COfVCRETE SIDEWALK. NO INTEGRAL ARCHITecT 4240 ARCHITECTURE INC 1 /8" MAX. 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II � I � I I � .�.� ! ...._ , , . . . . . . , . . : � : � p . .. . .. ... : . a . . . E � . .....g : : ..... .. . . . . ._� � < ? . . . � � € ¢ t ��, . . : � ..... £ ..._.__. E j _.___..� f i ..._A......f i [�. ..... E , �.._.. ..I .. .__ E i._._..._.� : ...... .. E...... ... ` T m � ( � € LAKEV�OOD, GO 80215 , STRUCTURAL CQNCRETE RE. ; . �__ ; } � . �� __- � � � � .�. . _. I � _ _ _� � ��-:� 6" COMPACTED GRADED , � ."�.� � __._._ i 3m=--� ; ' � � , �_. � , ... .. � ! E . � , .25" � 1 . 5" LE 10% FWES ; � Cl SS THAN � � � _..� __,: � , �< ` . � ; : . , _ ~:�.' � � � t: 303.431 .6100 � __.. . . .. . � F : � � ' � � � � � � ; � � � ' � � � � � ' ` � � ; � ' ' ' , ' ° ' ` � � �UF�Y TOE OF BOULDER 2 " MIN . BE�I�W MEP BEAUDIN �ANZE CONSULTING � � � AGGREGATE STRUGTUR�L CQMPACTED SUBGRADE, SEE ADJACENT GRADE ClR ADJACENT PAVING ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 STRUCTURAL FOR REQ'D MATERIAL AVON, Co 81620 REMOVAL AND REPLACEMENT °�-----� CC1tVIP�CTED SUBGRADE t: 970.949.6108 � HEATED PAVINGSTONE WALK S�A�: � �� = � �-0�� HEATED PAVINGSTONE U1�ALK ON SLAB S�a�: � �� = � �.�� 3 �ION-SNOWIVIELTED CONCRETE PAVIIVG S�A�: � �� = � � . o�� , BOULDER DETAIL SCALE: n.�s. LANDSCAPE MARYHARTDESIGN nc aver. ne aver . nc , ` ou er4efaTdwg ARCHITECT PO BQX 8258 BRECKENRIDGE, CO 80424 t: 970.453.5878 ��STANDARD VALVE BOX FINISHED GRADE �/\�/// �/�\��//`'f./�/�\ 2 � ��\�� - ��% /\�j/�� QUICK COUPLING VA�VE � EMITTER – THREE \��\ \\• � PER TREE \/�� ' fi STAINLESS STEEL GEAR CLAMP � �% ` u ( 1 OF 2) � � � � /', PVC SCH 80 NIPP�E � Z � Q TREE TRl1NK LENGTH AS REQUIRED � � � I DRIP TI.aBING � TOOLED 3/8" RADIUS AT EXPANSION JOINT Pvc SCH 40 EL � pp � TYP. � �� FILTER FABRIC � Z 1 - STYROFOAM BACKER ROD WITH ELASTOMETRIC �� "°�� .0 C� OUTSIDE OF ROOTBALL �� POLYPIPE MAINLINE z ��, , � SEALANT, COLOR TO MATCH PAVING MATERIAL NoTES : � Q W J - IF SNOWME�T SYSTEM IS PRESENT, COORDINATE i�1�t Pvc scH ao NIPPLE � � CONNECTION DEfAIL PER MECHANICAL ENGINEER � 2 " �EN�rH 1 . TAPE AND BUND �E WIRING AT 10 FOOT IN'ERVALS � O Z _� � �—� � � � � �—��—� I � — POLYEfHYLENE WRAP ON ONE END ' � I i I I ( I I�� + z"X 2°X 24" REDWOOD STAKE �, � � p � � � � 2 . A�L MAINLWE PIPING TO BE INSTALLED IN ACCORDANCE ( I � Q �� I ( I—I � d� � � O � � � `� WITH MANUFACTURER ' S INSTALIATION SPE: IFICATIONS —� � » � 4" —III' � Q #3 X � $° LONG SMOOTH DOWEL C 24" O.C. MAX., I I � 6 I I I= – WSTALLERS SHALL HAVE MINIMUM OF 5 YEARS EXPERIENCE INSTALLING IRRIGATION SYSTEMS QF ----- Pvc scH 40 TEE OR EL � � � Q� � ,� ' � � • � ,�. SLIP JOINT ON END –I I I — IATERAL COMPP,RABLE SIZE W • � 3 . ALL PLASTIG PIPING TQ BE SNAKED . �_) ( II � � � � � � =III � MAINLINE – TNE CONTRACTOR WILL BE RESPOSIBLE FOR PROVIDING AND �AYING DRIP TU � E THROUGHOUT THE � Q (, 0 O � _� � _��= F— W � C.� �;,� "�` � �` ��'� ,� ` <� ��' t��; y l ;� � _ SITE AS NEEDED TO � ,,,, � �t e ��. �. � �'� t �� . �� t .✓� . L ✓�.,„ � '� 7 �iC t � T .,,t� s � r �c , � � � . . � � � ',,i� t" ��u� � �� , �� y % �w,; ;',x "',� £ � ' ,�� EXPANSION JOWT FILLER PER LOCAL STD 4. TiE a 2o INCN LOOP IN AL� WIRING AT CiANGES OF =I I I I I I=I I � �`" , ,� ,,. ,. �,� ;,._ _III _ _ PROVIDE WATER TO EACH TREE PLANTED. EACH TREE SHALL BE PROVIDEQ WITH THREE (3 ) EMIITERS . � C/� � J DIRECTION GREATER THAN 30 DEGREES . UNTIE A�fER •��'_ _ WIRING °� �J Pvc scH 4a srREEr E� � � W � °~~ � � � ��°--° � � � —� � � °°� � � � –�� - A L L C O N N E C TI O NS HAVE BEEN MADE. '� � I=I I I=I I I=I I I=I I I�I � I- – U S E 3/4 " U V S T A B I L I Z E D D R I P T U B I N G . L A Y D R I P T U B I N G A C C Q R D I N G T O T H E D E T A I L B E L Q W. � W �=1 I 1=1 I 1=i i 1= I ) — I ' – EMIITERS SHALL BE AGRIFIM IFT- 10. � z ~ � 'Q � � . , � �"� "''�°""' D� partment of Public Works/Transportation � � °"� "�°"'"` Department ofi I' ublac 4Nork�jTranspartation , � °'�`°" "'�°""` Department af Public Works/Transportation W � C/� � � EXPANSION �OINT sca�: � ° = � � - " 1 � �''„�°,°" "�`""� . TRENGH DETAIL 2 � �,� ,�� EMMITi�Ef� f� LA� EMENT DETAIL � � �,� ^�� p¢p U � m�xoFVen � Q111 � K COUPLING VA�VE _ � W TOIN OP VAIL T01� OF VAIL � � 1 m . � 4 � � a C..� e � W o ' � � � 10" RdUND VALVE BOX. WATERTIGHT CONNECTION ( 10F2) GATE VALVE BRAND WORD "DRAIN " W LID RAIN BIRD SNAPTITE OR EQUAL ' cc�nreSP;znrSPn�NK�e,�S 24" SLACK WIRE (MIN} � 10" ROUND VA�VE BOX � � � 9" f,POMGENT[ROF5P,FlNKLtR ronn�ncerrraouwen5 \� � STANDARD VALVE BOX �^ oFPn�cpn�e�en55°'��PG�S ��\��I �/��/� /,, 2 " VA�VE MARKER WATER TIGHT CONNECTION ( 1 OF 2} R,41N BIRD SNAPTITE OR EQUAL � 4^ POP-uPSpznrSPRiNr.t�� //��// �� 3/4" CRUSHED GRAVE� 24" SLACK WIRE (MIN) �� . � , r-�NiSneDeRnor \\%\/ 4^ � \ SUMP 1 CU .Ff. JUMBO VALVE BOX �/,/��j/ //��/��j/�� '\�f\��.�/ '��/\\��i�`��/. •f\ ,,,, 1 � �� .� � � � /r �/� /\��/ � 4" DIAM . 160 PVC �/\�j `\ � � � n��\� \�\�� ,\�•� �\� wiFi�xPi��irTti�� \��/\ \� 3 4° Y ST,AINER W ��,��,/��, / //j\/�� . \�/� � �` REMOTE CdNTROL VA�VE �� f`� ` \ � LENGTH AS REQUIRED � / �\ � "'�— � \ � z4^ n�Nrnun�N�rn �� 100 MESHSCREEN '�/j� �,/, /�/� �,/� \ � ga° navnuni�N�rn � / \/ REMOTE CONTROL VALVE �� ` f �/ 3/4" ROCK SUMP – 2 CU. Fl . �� 3/4" F x F PVC E� (2) 3 4" WILKUS 600 SERIES ��//� � �\\/�\ \, PVC SCH . 80 UNION \�� / 3/4" x CL PVC NIPPLE PRESSUREREDUCING VALVE \ � PVC SCH. 80 UNION �� PVC SCH . 80 NIPPLES �// �� n4 TQVRevision 8.9.'IO BOTH SGH 8d - ��/ � PVC SCH. SQ NIPP�ES ��/ /��/ i'"� � 3/4" MA�ETHREAD X �i j LENGTH AS REQUIRED �� IENGTH AS REQUIRED y� Q2 Addendum 1 7.� 6.2�� DRIP TUBEDIAMETER ., � For Construction 6.3�.2�� 0 — po�rniPecnre,eu (� ��i � �NSe,�rreeoRec � 3/4"x 6" PVC SGH 80 NIPPLE 3/4" DRIPTUBING PVC SCH. 40 EL ; �j 6" CLASS 160 PVC —\ �` PVC SCH. 40 EL V� SLEEVE. FLARE BOTI'OM ISS.� DESCRIPTION DATE POPUP 1 � �Er�icTH asBREQU R o � ARCHITECTS PROJECT N0. : 2 ') 064 .04 c o c n r�S P n A r s r�i N K i��S CUT & FLARE B O T i'O M O F S�E E V E -- F I I T E R F A B R I C PVC SGH . 80 NIPPLE � o D°�cnir�a°Cnt�eSN�� STAWLESS STEEL � LENGTH AS REQUIRED PVC MAIN�INE wn��5 f e N C r s o R e��s S G R E W C L A M P �— --- P O L Y P I P E M A I N L I N E STAINLESS STEEL FILTER FABRIC �- � }—�" � . . OPP��l�Dl��AS. . . . . . . . . . . . . 1 l2" pOPUP5PRAY5PRlNK[�K � PVC , SCH. 40 TEE OR CEREW CLAMP 3/4° BRASS GLOBE VALVE � ,�. , ro-di5iiear,enne 3�4' WASHED GRAVEL --�— POLYPIPE MAWLINE . ,,� � WJ CRQSS HAND�E 3 MIN. DEPTH j PVC SCH. 40 MALE x INSERT ADAPTER POLY PIPE LATERAL PVC SCH. 40 TEE OR EL _ NOTES: 3�4�� WASHED GRAVEL � iNSezrreeo,�e� 3 4" M x F PVC SCH 80 EL 3° MIN . DEPTH MALE ADAPTER � 1 . FITfINGS SHALI BE SIZED IDENTICA�LY WITN NOMINA� VALVE SIZE PVC SCH. 40 MALE "`— FILTER FABRIC 2. LOCATE VALVE BOX AT LEAST 12" FROM, AND A�IGN WITH NEARBY WALLS NOTES x INSERT ADAPTER — �o�rPiPecnreR�u 3/4"x 6" SCH. 8d NIPPLE OR EDGES OF PAVEQ AREAS. GROUP RVC ASSEMBLIES TOGEfHER WHERE POLY PIPE LATERA� �j ) KEY PLAN PRACTICAL ARRANGE GROUPED BOXES IN RECTANGULAR PATfERNS. L FITfWGS SHALI BE SIZED IDENTICAL�Y WITH NOMINAL VA�VE SIZE `��.� 8 . 3. BRAND CONTROL�ER AND STATION NUMBER INTO LID OF EACH VALVE PVC NIPPLE wiFie�xpi��ti� 3/4" CRUSHED GRAVEL SUMP BOXJ�d 3" �EI7ERS. 2. LOCATE VALVE BOX AT LEAST 12" FROM, AND ALIGN WITH NEAREY WALLS OR EDGES OF PAVED AREAS. GROUP RVC ASSEMBLIES T4GETHER WHERE u5eaarroniNCeroN�r PRACTICAL. ARRANGE GRQUPED BOXES IN RECTANGULAR PAI7ERN5. PVC SCH. 80 UNION SITE C.X IRI IIGATIVN � � 3. BRAND CONTROLLER AND STATION NUM �ER INTO LID OF EACH VALVE D ETAI L � POPUP 2 - '�F BOX IN 3° LEfTERS. NQTE : AL� PVC NIPPLES TO BE SCHEDULE 40 � °"�'°R �°""� e ortment of P � °`�'°" "�'"" Department af Public Works/Transportation � °"'�"°" "�'""' Department �f Public Works/Transportation � °"� '��°``�` Depar-trr7ent af Public Works/Tr� nsportation °"� "`'�°""= Department of Publie Works/Transportation 4 7 � � � �,�� w � � �� w � � �,� �w DRIP VALVE ASSEMBLY � �� ,��: � o�.,� �w tl POPUPS MANUAL DRAIN VALVE ASSEM � LY REMOTE CONTROL VALJE � � GATE VA�VE ASSEMBL.Y mrx op ven mwx o� v,ut mnv oF Pen rorx oF oeu • m o� oed . . . w /A` /� , . . � : . . . . � . . . . . . . � . . F . . . .. � � . 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OWNER TOWN OF VAIL ' DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 � 2 ARCHITECT 4240 ARCHITECTURE INC ' 1 A130 � � � � � �130 � � DENVER, �CO 8020REET t: 303.292.3388 f: 303.292,3113 10' - 0" 10' - 0" 10' - 0° 1Q' - 0° 10' - 0" 10' - 01e 12' - 4" CNIL ALPINE ENGINEERING INC. 87' - 0" ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 12' - 6" 1 ' - 4° � 7' - 3" 11 ' - 0" � 10' - 0" � � 21 ' - 4" 14" t: 970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING , INC. I WATERPROOFIhG ON BELOW-GRADE 100Q LIONSRIDGE LOOP FOUNDATION 1/V�LLS (ADJACENT TO VAIL, CO 81675 OCGUPIEQ ARE�,S) (TYP) t: 970.476.8644 : _ ; _ _ _ _ _ _ _ _ _ _ LANDSCAPE MAR _ ' _ ' _ _ Y HART DESIGN ..._ .. . .' . d �... ..___. . . ....... . .... _. ...._ .._..... .... .... .... ..... __.. .._.: .. . . . : ...,. . . . . . ___ . ...... . . , ..... .... .._ _..... .. . .. e . .. .... . .. .. . ... ,, ......... .. .. .... ..._. .. . . - . . . . . , . , . . . : .'�.� :� ' - . : .... , , i . , . .. ... .. ._ .._ .... . ... .. . ... . ... . . . ., I ... ... . . .. . . .. ...... ... ._._ . . .. ..... ... ... . .. ... . . . .. .. ....... .. . .... ._ .. . . . ...... .. ._.. _ . _... . .._. ._ .._ .. .. _.. . ... ... ... ... .. ... . .. _..._. . : , . ,. ': . I :._ � . I ... i I . ,.... .I : ! : : , ... . . ( I I POST OFFICE BOX 8258 o _ _ . : _ ; , ; _ , y _ ; ; � _. . _ , _ _ i _ _ BRECKENRIDGE, CO 80424 ; ; ,{ _ __ _ _ _ _ _ _ ; � _ o , __ _ _ , _ _ , ( _ _ _ _ _ ; _ _ __ _ _ �, _ : : _ . . . . . . .... i .... ; .. i. . ` :. p.... . ; i ' __ ' t: 303.431 .6100 N . . . , , _ , . 6. Q a4 ' Q : : < - ° . I . . _.. ..... ... . .... . .. .. . .. .. ..... ..... . ._. .. .. .. ..... ... .... ... . . . . .. . : ._ . . ...... . . _ . . . ` a .: - . . d . . . _ _ . .. : . . . : .. . . _ - . . . . . . . W dd . _ . . . � i � .. . . : : . .c . ,. . ..... . ..._ ._ .. ... a . . _.... .. . . � . a , . : ' ': ..... . . _.. . .. .. .. . .. .. .. . . .. . . . . . : . . . ._. ..... ... .. .. ... . ; _ ...... . � a . . " -. . . ,_. ... . . . . . � n a . .. . . . _ .. .. . _ _ _ _ _ _ _ __ _ . a _ , _ -_ d . - - , _�. , .. ; - a � . . - . e . � . . STRUGTURAL MARTINIMARTIN, INC. � �- .. , — : . . � .. _ � . — _ _ _ — ^ .- : t .. . ., . , o ... .. . , a • _ , . . e . . , . a .. ... ... . .... _ . .. . . . .. . . . . ...... .. .. ... . /� . : .. .... _ .__ .. . .._ _ ....... _. .. .. .... . _. . . . : ... ; ; . . ... . . : .... .. . :, .. ! . .. . : .. ...._ . _ _. .. ... � .._. . a ' . ... ... .. .—... . . — —.'- . :, . ' ' .... _ _ — � ; T — . _ ; __ _ _ __ _ _ __ . _ . ; ; , , , . f-'! ENGINEER 12499 WEST GOLFAX AVE. . ... . . .. 4 0 . . ._ i : ..__.. ... . : ! . (J � I �. . _ .... _.. .. . _. _ i A � ., ; , _ � I _ _ _ _ � _ _ a � _ _ ' ' __ _ _ _ =a . : : : LAKEWOOD, C0 80215 . ; _ _ : __ _ � , � . _ _ . _ . _ _ _ - _ _ . ; < � _ _ 4 a _ . ; � _ _ � , ; _ . . a = _ WATERPROOFING t. 303.431 .6100 _ _ . : .. . . � ; . ; . ._ . . _._ ... _.. _ .. _. _. .. ... .. _. . . . . _ ._. _. . ... ..... . , � '` ` n . 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' 1000 LIONSRIDGE LOOP ' g � � � � A120 t 970.4 6 8644 2 3 A� 5 6 7 � LANDSCAPE MARY HART DESIGN 2 FIRE HYDRANT, POST OFFICE BOX 8258 � 10' - 0" � � � 10' - p' - - - 10' - 0" � � � � 10' - 0" 10' - 0" � � � � �10' _ 0"- '� "� `� - ° 12' - 4" - � �. � BRECKENRIDGE, CO 80424 - - - - - - - - - - - - (RE: CIVIL} - � ,� � ,� t: 303.431 .6100 � 11 1 /2" 2" WALK OFF RECCESSEQ 12" 12" 1 ' - 3" � STRUCTURAL MARTINIMARTIN, INC. ' LANDSCAPE ( A111 METAL GRATE FIRE LOCK BOX I � � �T _ ' 7 � � . � p � . ENGINEER 12499 WEST COLFAXAVE. BOULDER/SEATING RE: LANDSCA� FLOWER BED � � LAKEWOOD, CO 80215 — • i • — • - - � - • — • — • - - - — • — • • - - � o � . . � e INTEGRAL COLOR LOW HEIGHT (RE: LANDSCAPE) SKI STQRAGE/RACK (NIC) COPCRETE PLANTER EDGING t: 303.431 .6100 MEP BEAUDIN GANZE CONSULTING • o - - 1 PRE-FIREISFfED �r1T�. N ENGINEER ENGINEERS, INC. 2 ' � AUTOMATIC ENTRANCE 110. E. BEAVER CREEK BLVD. 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' " CIVIL ALPINE ENGINEERING INC. _ _ _ ENGINEER 34510 U.S. 6 UNITA9 _ _._. � EDWARDS, CQ 81632 t: 970.926.3373 f:970-926-3390 ' ` SURVEYOR PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP ' VAIL� CO 81675 t: 970.476.8644 LANDSCAPE MARY HART QESIGN SLOPE '` C� RAIN BRECKENRIDGE, C080424 RIDG� � � i _ _ ' : t: 303.431 .6100 _ _ __ __ 5: 12 � —''- STRUCTURAL MARTINIMARTIN, INC. . - - _ _ _ ( _ _ _ .. _ -- _ . � ENGINEER 12499 WEST COLFAX AVE. _ _ _ .. � __ _ . __ LAKEWOOD, CO 80215 _ . .. _,... . _ _ . _ .,. __. .. __ . __ . .. . . . __ - NQTE: ALL ROOF PENETRATIONS • Q C� f� E THRQUGH CNIMNEY ENCLOSURE t: 303.431 .6100 _ : _ _. . ..... . . � , _ GOORDINATE AL °MECH . PEN�TRATiON� WITH MECH . DWGS . _ _ _ . MEP BEAUDIN GANZE CONSULTING _ ENGINEER ENGINEERS, INC. 110. E. 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L I � � 1 I � L � � � � � OWNER TOWN OF VAIL SGAL�: '914" = 1 '-0„ DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 ' t: 970.479.2158 � ARCHITECT 4240 ARCHITECTURE INC A13Q : 3003 LARIMER STREET ' � � � � A120 � � � � DENVER, CO 80205 t: 303.292.3388 f: 303.292.3113 �4130 CIVIL ALPINE ENGINEERING ING. 10' — 0" 10' — 0" 1 Q' — Q" 1 Q' — 0° 2 10' — 0" 10' — Q" 12' — 4" ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 t: 970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING , INC. � ( I I I I I I 1000 LIONSRIDGE LOOP VAIL, CO 81675 t: 970.476.8644 LANDSGAPE MARY HART DESIGN POST OFFICE BOX 8258 , b PRE—FINISHED MTL. BRECKENRIDGE, CO 80424 . . � . . � . . � � � � , I I I I I f 1 � s � i � I YI 0 E , 3 � � � ' � � . . . € � ! i , S i i i ' [ I ! , 3 i 9 ( . � �.. 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RAILING � I ( I ; ) PANEL SYSTEM ENGINEER 34510 U.S. 6 UNIT A9 ; � ' _ g" , ; � � � ; EDWARDS, CO 81632 , : ; ; . . ; : ; ALUMINUM STOREFRONT t: 970.926.3373 f:970-926-3390 tO � ' WITH META� PANEL � ; ; ;; , ;; SURVEYOR NG , INC. ti !: � ' PO OK ION RI�GE �OOP ' � VAIL, CO 81675 � ' � , ; � . t: 970.476.8644 � ' ' ' LANDSCAPE MARY HART DESIGN � � ; ; ; ; . , POST OFFICE BOX 8258 . . . ' _ !. ; ;; N SH 0 80424 _ , ; , : '. .i i: i: 4 ^ _ � e _ FIRST FLOOR FIO I- 0" BRECKENRIDGE C - - t: 303.431 .6100 STONE VENEER - WALL �� ^ ~� �F ^ �� r ^ �� INTEGRAL. COLOR CONC $TRUCTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. �� _-� � _ ��_ t RETAINING WALL (RE: STRUCT LAKEWOOD, C080215 Q � t: 303.431 .6100 _ , _ _ , _ , _ ,- , , _ MEP BEAUDIN GANZE CONSULTING = � � ' � ' ' � • , � ENGINEER ENGINEERS, INC. � , , ' , ` , - ,' ' . � �. - • . GAS METER ASSEMBLY 110. E. BEAVER GREEK BLVD. 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CHIMNEY O — � � � — ) � � — � � � � � � ( ( � � � � � � � � � � � � � — � � � — � � � — � � � — � � � — � � � — ) ( ( — � � ( — ( � — � � � — � � � � _ � - _. � 21 ' - 3" � � � � � WOOD PURLIIVS (RE : STRU�T) I I I� G� � - � I - � - - ._ � o � RO(�F RIDGE a � � � �, � 8200' - 7" � � � ELECTRICAI. HEAT TRAGE AT GUTTER a AND DOWNSPOUT RE: ELECT � � y = I ( ) (,� �• ,o � SOLID SAWfV WOQD TRUSS WITH I PRE-FINISHED SHEET MTL FASCIA � Q C.� � PAINTED I� ETAL CC3NNE�TIONS (TYP} � � PRE-FINISHED MTL DOWNSPOUT C-.I C/� f.61 CONNECTED TO STQRM DRAW � _ � , �- d WITHIN WALL � m f � e '� '� tl PRE-FINISHED SHEET META� � - --._..__. . � �' _�' I ° SHING�E ROOF AT TALL STONE V SOLID SAWtV WOOE3 TIMBER � `'f� `� � W��LS W COI.UMNS ° ° ° � I ASSUMED PROPERTY LINE 0 o a � a � f � ALUMINUM STOI�EFRC?fVT DOOR � .� f / % r '� '' ( �`` � HIGH PERFORMANCE COATED � METAL RAILING - �- - - - -o �v � _ B .O. WINDOW FRAME . ALUMINUM CURTAINWALL � 8' - Q" ! ,�` .{°` '' �' � / I I EXISTING LIONSHEAD HIGH PERFORMP,fVCE CC}ATED � `� � ` � I PARKING GARAGE METAL RAILING � 3' - 6" T.O. WALL � � � - LH � � � LE\/ EL 3U STONE VENEER �IVALL WITH ° � STONE CAP ' a 2 ADDENDUM 1 7. 16.2010 . �q -= FIRST FLOOR FINISH 1 FOR CONSTRUCTION 6.30.2010 - - - ° - - - - - ' - -` � - - �, Q° ISS. # DESCRIPTION DATE T. O, Sl'ONE LEDGE ' �a FOUNDATIORI WALL — — � — ARGHITEGT'S PROJECT N0. : Z 'I 064.04 BELOW GRADE (R�: — _4� _ 3�� STRUCT} — — — I— � — PEDESTRIAN BRIDGE WITH _ _ � � _ _ ` SNC}WMELT IN CONGRETE SLAB TO AREA A ( I ( — ) 1 — 1 — � I E X I S T I N G L I O N S H E A D P A R K I N G T'.O. STONE LEDGE �_—_ _—� =� �---_ GRRAGE --- --1 ' - 5" I ------ — — � � � � � � � �� — � — — � 1 HR RATED WALL _.,._ . — — — T.O. 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AREA A — — — — — — — — I = � — --� -- — — " 4a ` _ — — — . - -° I BUILDING SECTIONS . � � . � . . � . . . � . . , . . . .. . . . . � � � _ _ _ � _� .� � _ � �� . � a ' � a _ _ _ ` , a . N — __ — — _=_ � � — _ –� ___ — _ ° � � —— —= o� . LHP – LEi/ EL 1lJ 0 o — -_ — __ �= = — _ — �- --= __ _—= — : ,d,a — = — � _ �a � � � IJILDIRI � SECTION 02 0 N � . . � . . . . . � . . . . . . . . . . � . � . . . . . . . . . . . . . . . . . � � . . . . � � � � � . ` d � � . . . . . . . . � � . . . . . . . . . . � . . . � . � � . . . . r„� a"@�' . ,�v. � � . . �� QL � � E �,.� ��. � � , � � . � � . . . . � . . . . . � � . . . � . . � . . . . . . k . � .. - � . � � . . � . . . . . . . . . . . � . . � � � i 4l t� �� .' � �? . . 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OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DWVE VAIL, CO 81632 ' t: 970.479.2158 ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET ' DENVER, CO 80205 - t: 303.292.3388 f: 303.292.3113 � �� - METAL J-BEAD W/ SEALRiVT GIVIL ALPINE ENGINEERING INC. WHEN HEAD JOINT IS EXPOSED TCl VIEW (TYP} ENGINEER 34510 U.S. 6 UNITA9 ' - EDWARDS, CO 81632 ; 3 5/8" METAL RUNNER t: 970.926.3373 f:970-926-3390 SURVEYOR PEAK LAND CONSULTING , INC. ' 1000 LIONSRIDGE �OOP VAIL, CO 81675 t: 970.476.8644 ' � � I �I � � ; CEILING WHERE OCCUF�S LANDSCAPE MARYHARTDESIGN PQST OFFICE BOX 8258 � - � AGQUSTICAL INSULATICtN BRECKENRIDGE, CO 80424 WHERE WDICATED t: 303.431 .6100 STRUCTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 t: 303.431 .6100 5/8" GYPSUM MEP BEAUDIN GANZE CONSULTING �' �]� : ; WALLBOARD ENGINEER ENGINEERS, INC. " ` 3 5/8" METAL RUNNER 110. E. BEAVER CREEK BLVD. 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DWGS FOR SHEAR WALL �----- 5/8" GYPSUM WALLBOARD SILL LOCATIQNS . ATTACH GWB PER STRUCTURA� REQUIREMENTS. WHERE APPLICABLE 5/8" GYPSUM WALLBOAf�D , , 5/8° GYPSUM : SILL < . WALLBOARD - 3 518" METAL RUNNER 1 FOR CONSTRUCTION 6.30.2010 _ 3 518" METAL RUNNER �� ISS. # DESCRIPTION DATE E - � 5/8° GYPSUM ARCHITECTS PROJECT N0. : 2 "I064.O4 - WALLBOARD HIGHEST PRIORITY 5/8" GYPSUM BOARD INSULATIQN WAL�BOARD 2" Z-FURRING 5/8" GYPSUM WALLBOARD AREA A 3 5/8" METAL STUD FRAMING � 3 5/8" METAL STUD FRAMING PLAN - - - - AIR BARRIER / � PLAN � BATT INSULATION � � LOWEST PRIORITY c� WHERE APPLICRBLE ADJACENT WALL iv `� f�� PARTITION PRIORITY LEGEND 5!8" GYPSUM 4 HOUR RATED WAL� — PRIORITY 1 - HIGHEST WALLBOARD WHERE APP�ICABLE 3 HClUR RATED WALL — PRIORITY 2 5/8" GYPSUM WALLBOARD OPPOSITE SIDE OF OSB ONLY. 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CN- 1 SIZE NOTE WALL TIL � AT REST�(�(�� MANUFAGTURER SCOFIED CHROMIX OWNER TOWNOFVAII NOTE RED CEDAR FASCIA, DC)UGLAS FIR GLULAM WOOD MATERIAL PORC �L1�I�i DEPARTMENT OF PUBLIC WORKS STYLE-CO�OR COLOR�3172 'MOONLIGHT GRAY' TRUSS/PURLINS , DOUGLASS FIl� ��LI� SAWfV WCJOD �L-5 1309 ELKHORN DRIVE SIZE COLUMN MANUFACTURER MARCA CbRC}RIA VAIL, CO 81632 STYLE-COLOR EKOS �Tt�C� E - GRANP,T� t: 970.479.2158 NOTE AT RET,�INING WALLS, EXPOSED SITE WALLS, LAfVDSG,APE MATERIAL PAINT CURBS ,CONCRETE EDGES AT PAVERS PT-� SIZE 6X24 CIJT FROf� 12X24 �' ILE ARCHITECT 4240 ARCHITECTURE INC - MANUFACTURER SHERWIIV WILLIAMS NC}TE WALL 1�IL� �T FZESTRt�C}(�S 3003 LARIMER STREET STYLE-COLOR MATTE POWDER COAT - �W7069 W IR� QRE DENVER, CO 80205 MATERIAL PORCELAif� t: 303.292.3388 f: 303.292.3113 CORNER GUARDS: SIZE �-6 CIVII. ALPINE ENGINEERING INC. MANUFACTURER fVIARCA C(af�t�I�A ENGINEER 34510 U.S. 6 UNITA9 MATERIA� STAINLfSS STEE� NC)TE PAINTED METAL TRUSS GORIfV �C�"IONS , f�AIIVI" �OLT HEADS CG- 1 TO MATCH STYLE-COLOR EKO> �TOIV � - GRANRT'� EDWARDS, CO 81632 t: 970,926.3373 f:970-926-3390 MANUFACTURER ARDEN �RCHITECTURAL SPECIALTIES, INC . SIZE 4X12 Cl1T FROf� 12�C12 TILE ((JR 12X24 TILE} SURVEYOR PEAKLAND CONSULTING , INC. MATERIAL PAINT STYLE-COLOR CGSS-P_ - NO. 4 SATW FINISH PT-6 NOTE WALL 1°IL� AT RESTRQC?fvlS 1000 LIONSRIDGE LOOP SIZE 2X� MANUFACTURER SHERWIN WI �LIAMS MATERIA� PC?RGELf�IN VAIL, CO 81675 STYLE-CQ�OR MATTE - SW6083 - SABLE t-7 t: 970.476.8644 NOTE WHEREINDICATED ON DWGS MANUFACTURER f�ARC� CC1R(.� fV�, LANDSCAPE MARYHART DESIGN SIZE POST OFFICE BOX 8258 NC}TE METAL SNOWGUARD, METAL FLUE (HIGFi �I"Ef�I�ERATURE}, STYLE-COLQR EK(�S �TC)NE - GRARIf�T(� BRECKENRIDGE, CO 80424 METAL RAILING, BASEMEf�T DCaC7F� � DQQR FRAME, NlISC . SIZE 4X8 CU�" FRt�IVI 12X12 TILE (� R 12X24 l'ILE) t: 303.431 .6100 STEEL AND STRUCTURAL �T� EL A�' AR�AS A, B, � G A,T STRUCTURAL MARTIWMARTIN, INC. GQUNTERTOPS AND BACKSPLASH : STAIRS, RAMPS, RAILINGS, fVEVV Sl"AIR CARI�PIE� AT NOTE WAL� TILE AT RESTRQC)tVIS ENGINEER 12499 WEST COLFAX AVE. NiATERIAL ACRYLIG SO�ID SURFACE PARKING GARAGE, GAT�S LAKEWOOD, C0 80215 CT- 1 t: 303.431 .6100 MANUFACTURER AVONIT_ MEP BEAUDINGANZECONSULTING STYLE-COLOR WHITE vANDS K1 -6636 W/ y " ROUNDOVER EDGE TFANSITIONS: ENGINEER ENGINEERS, INC. 190. E. BEAVER CREEK B�VD. SUITE 202 $�Z� PAVERS : MATERIAL STAINL�S� �TEEL AVON, CO 81620 l�- 1 t: 970.949.6108 NC)TE RESTRUOM COUNTERTOPS, 4" BACKSPLASH ON ALL alDE�, MANU �ACTURER SCNLIJ-I°Ef� 4" FRO�T APRON MATERIAL CONCRETE PV- 1 STYLE-COLOR DILEX� EHK 9 N(� . 4 SATIN FINISH ' MANUFAGTURER PAVESTONE � SIZE � STYLE-COLOR SQUARE PLAZA STONE - W {f�TEt� �LEND — � NQTE TRAN� I�fIC3�l ET1n1 �E(� FLOOR AND CQVE BASE TILE SIZE 5 7/16 X 5 7/16 X 2 3f8 METAL COMPQSITE PANELS : MATERINL ANQ � IZ� D ALIJI� I�lUN1 ' NOTE EXTERIOR WAITING AREA FIEL PAVER l�-2 — MANUFACTURER SCHLUI"�R � � F— MATERIAL METAL COMPOSITE PANEL MATERIA� CONCRETE � � , MCP- 1 PV-2 STYLE-GOLOR RC?NDEG-Ci � � y � � e MANUFAGTURER CITADEI ARCHITECTURAL PRODUCTS MANUFACTURER PAVESTONE STYLE-COLOR CUST011 COLOR STYLE-COLOR SQUARE PLAZA STONE - ANTIQl1E PEVifTER SIZE A �LL.,I � _ � � SIZE SIZE 5 7/16 X 5 7/16 X 2 3/8 NOTE TRAN �ITIOI� ��TW � ��I l'L 2 & WD 1 ! N WAITING ARE �••� F � O � - NOTE GOLORI'O MATCH SHERWIN WILLIAMS SW7046 N4TE EXTERIOR WAITING AREA AGC �RIT PAV�R � � Q�, � ANONY�IOUS O _ . - VInYL : � � � �' � u.� p � � STQNE: MATERIAL VINYL � C'3 — O —I � � � O METAL: MATERIAL STONE W_ 1 MANUFACTURER ROPP� 1� � � � � � � ST- 1 STYLE-CC?LOR C(�V� �A�� - � R�� Q y IVIATERIAL STEEL MANUFACTURER GA�LEGOS CORP. — -- � � W � � MTL- 1 � MANUFACTURER BERRID� E STYLE-COLOR TELLURIDE GOLD SIZE 6 � � � � � NOTE COVE �/�SE A� A.V. CLOSEI' � JANITOR CLOSET � Z STYLE-COLOR AGED BZONZE SIZE � Z � � /�' � SIZE NOTE VENEER AT STONE WALL, CHI �/1Rl �Y, SITE RETAINING WALL � � LL 0 NC7TE ROQF, NETAL GUTTERS/DOWNSPOUTS MATERIA� STONE �►- �, C/� S°f-2 W40D : MTL-2 �TERIAL STEEL MANUFACTURER GALLEGOS C(?RP. � � � � MANUFACTURER BERRIDaE STYLE-COLOR COLORADQ BUFF SANDSTORI � MATERIAL BEETL� KILl� PINE � � W � STYLE-COLOR TO BE �LECTED FROM STANDARD CQLORS SIZE �D- 1 MANUFACTURER GREERIWAY LE.C . .� m � SIZE AT FLAIROOF : MATCH SHINGLE SIZE ON ROOF NC3TE MONOLITHIC CP�P STONE STYLE-COLOR RSMP- 11 � _ C.� R!(JTE DOORS3� WINDOWS, AT FLAT R�OF ON TOP OF STC)Rl � W SIZE 6y2X1 � WALL A' GRIDS B & C/1 - 3.5 NOTE T&G Wt�C� C� PP,NELIN (� �°,T WAiTIfVG ROOM MATERIAL STEEL STUCCC): MTL-3 MANUFACTURER BERRID� E STYLE-COLOR TO BE �LECTED FRQM STANDARD COLORS SG1 �TERIAL � � M f I N I �.7 � � � � � � � L � SIZE MANUFACTURER STYLE-COLQR CUSTOM GOLQR FIRIIiFi WP,LLS CEILWG NOTE AT EXIS' ING PRECAST & NEW CONCRETE WALLS AT �dM # ROOM NAME - PARKINfi GARAGE & SITE WALLS SIZE FL(�OR �A� � 6�C1RTN Ep,ST SOUTH WEST NQTE AT STUCGO WALLS AT P�RKINC� �A�P,� E LEVEL 2 NORTH SEAL �� t�ON � �T- 1 PT- 1 PT- 1 PT- 1 NONE ( RE: 1 /A100) 0) 1 MECHANICAL ROOM TL- 1 �L-� PT- 1 PT- 1 PT-3 PAINTS & STAINS : 1) 1 WAITING ROOM — TL-2 TR- 1 WD-2 WD-2 MATERIAL PAINT -�� . 1"L-3 l"R-2 F'T-3 PT-3 1 F4R GONSTRUCTION 6 . 302010 PT- 1 MANUFACTURER SHERWV WILLIAMS �'L- 1 TL-2 WD-2 PT- 1 PT- 1 PT- 1 ISS. # DESCRIPTION DATE STYLE-COLC)R EGGSHELL - SW6098 - PACER WHITE TL- 1 �''TERIAL PORCELAIN 1)2 VENDING S�ZE MANUFACTURER MARCA CORONA ��- 1 PT-3 ARCHITECT'S PROJECT NQ. : 21064. 04 TR-2 STYLE-COLOR EKOS STONE - QUARZO NOTE WAITINC RQOM, VENDING, A.V. CLOSET, Tt) URIST T'L� 1 V�- 1 f�l"- 1 P1"- 1 PT- 1 PT- 1 PT- 1 WFORNATION , RESTROOMS, JANITOR CLOSET, & SIZE 12X12 1 )3 A.V. CLOSET aREA A MECHAPICAL AREA NOTE FLOOR TILE AT WAIl'ING RC?(aM � �ATHROOf�S TL- 'I l"l.-2 WD-2 PT- 1 PT- 1 WD-2 PT- 1 MATERIAL PAINI' MATERIAL P(?RCELAIN 1 )4 TOURIST INFO. PT-2 TL-2 T'L-2 �"R- 1 (�T-3 PT-3 MANUFACTURER SHERWN WILLIAMS MANUFACI'URER MARGA CORONA — TR-2 STYLE-COLOR SATIN - 6W6098 - PACER WHITE STYLE-COLC?R EKOS STONE - QUARZO SIZE T�- 1 TI�- 1 TL-4 TL-4 TL-4 TL-4 PT- 1 SIZE 6X6 1 )5 WOMENS TL-2 TI�-5 TL-5 TL-5 TL-5 PT-3 NOTE DOOR &DOOR FRAMES AT RESTROOMS, A.V. CLOSET, $� NOTE FLOOR TILE AT WAITING ROC,11� & RESTROf�f�S, COVE JANITC)F CLOSET BASE TILE AT WAITING RQC)f� TL-3 TL-6 TL-6 TL-6 TL-6 TL-7 I� T�-7 TL-7 TL-7 PT- � PT- 'I KEY PLAN TL- � VNP1 PT- 1 PT- 1 PT- 1 PT- 1 PT- 1 1 )6 JANITOR CLQSET -- � FRi� FRP FRP FRP TL- 1 T�- 1 �L-4 TL-4 TL-4 TL-4 PT- 1 MATERIAL SCHEDULES 117 MENS � � 1"L�2 T'L�5 TL-5 TL-5 TL-5 PT-3 ; � TL�3 `fL-6 TL-6 TL-6 TL-6 . �� N � � � . . . � . � � TL�7 TL-7 TL-7 TL-7 0 _ N PT- 1 PT- 1 , � � r- �_�.._ ._.._ - ��. . _ . _._ ., _ .... � � � �, _ .� _..__ . . ��.�� . � � � �_ _. .. �_ ...n,..�.�_� .� n �,�. �� . _ , ,. _ � ; . . . . . . . . . . . . . . . � . . . . . � . . � . . � . . � � . . � � . . � . . . . . � � � . \t .. . . � . .. . . �� . . . � � / . � ( . . � . . � , � '. C� RI � � � RI � ,;� � ,� ALUMINUM STOREFRONT SYSTEM � �� ``. -�--,/ � �� ;: �,� Q� �� . 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'^ ( ( � ` �; � _ � , : , �; , � ' �' !, � Q Q PAIfVI"ED LIt�TEL RIGI � INSULATION ' '�' � � � (RE: STRU�T. } - . � ' � � � CONT. 3/4" EXTERIOR PLYWOOD OWNER TOWNOFVAIL d ' - � I � � � � � ' � � �� ` BLOCKING ANCHORED TO DEPARTMENT OF PUBLIC WORKS ( �1 Q , _, WEEPS� 5/8° GWB --'� _; � � ,� , ` .. � - � • ,- � � _� �� BOND BEAM WITH RECESSED 1309 ELKHORN DRIVE � VAPOR RETARDER �, I . ; � Q ' �� PREFINISH �[� METAL , , - • ' '� � �. , ;; FASTENER VAIL, CO 81632 � � �- FLXSHING i�lll"I� DRIF' `l � � 1 " -. � Q ` , '� ��` � ' t: 970.479.2158 ' EDGE .- � ' � , � , � ; � � — BOND BEAM (RE : STRUGT) ( - , ARCHITECT 4240 ARCHRECTURE INC , � l _ , F , i Q - I I , F %'' ' . ; � STONE VENEER 3003 LARIMER STREET . ).. ... P;. ': . I P R E- F I f V I a N E C J A L U f 1� S T O R E F R O N T ^ ' I I �' ` , f j � , "� ; DENVER, C080205 , WITH INSULATED INFILL PANE� TQ � � ,' - s` � ' AIR BARRIER t: 303.292.3388 f: 303.292.3113 I MATGH �TOREFRO �IT . I I , ;�. , f , ( ." ,, ' NOTE: LQUVE� R,T (SIfVl . CQNDITION} - ' � CIVIL ALPINE ENGINEERING INC. � � ' � (` ; � ,;� ENGINEER 34510 U.S. 6 UNIT A9 � - � ; ( . ; - _ � '� ; , � ` EDWARDS, CO 81632 � - -` ' t: 970.926.3373 f:970-926�3390 �� ( SURVEYOR PEAK LAND CONSULTING , INC. -� �TQi� E VE(�E�R �EYOND � 1000 LIONSRIDGE LOOP , - _ VAIL, CO 81675 �' t: 970.476.8644 -�° � o LANDSCAPE POST 0 FRCE BOX 8258 SE � 9 I � � � � �� IL - � �� IV � '� EC1� IC� N DE1"AIL ° � 1 � � F �� T � ILL BRECKENRIDGE, C080424 6 SCALE. 3 1 0 aCALE. 3 - 1 -0 � I t: 303.431 .6100 ALUMINUM STORIFRONT SYSTEM /'^\ STRUGTURAL MARTINIMARTIN, INC. G R I � ENGINEER 12499 WEST COLFAX AVE. WOOD SHIM WITF BACKER ROD � • • • g" 4" -1-p g" LAKEWOOD, CO 80215 AND SEALANT TY�. r--� � � — t: 303.431 .6100 TIMBER POST � CONT. 3/4 EXTEROR PLYWOOD � 1 � - � � � " MEP BEAUDIN GANZE CONSULTING � � , , � � �� ' 1 � � ` �� ' `�' " � � �y ENGINEER ENGINEERS, INC. BEYOND BLOCKING ANCH(RED TO 9 - . ' - > BOND BEAM WIThRECESSED � � PRE- FINISHED �LUM RE: RQ�M FINISH ,;` � , , . , ' 110. E. BEAVER CREEK BLVD. SUITE 202 �� x . . 1 X WOOD TRIM �CHEDULE _ f . , �� "4 ; . ,�a', � _ AVON, C081620 FASTENER STC}REFRC7f�T WITH ' INSUL�1"�� lNFILL 6�AN�L l"R- 1 ° � , - ;' ':. "; �- � �� -, '' ' PREFINISHED MT_ FLA HIN � '- � � �. NC7 E� L(�VER �T �a�T �;, ( k ', ,,,�., ; . ' � � ` � -4 t: 970.949.6108 S G � � '� , • I � (SIM . CON �ITIC3N } � ,� ' '� ` , � ` ;y, - � � ` � � FIRST FL�OR FINISH � � :. ..��, ;' ,, ; — — o, _ a„ t� - � - - - - - — _. B_C1. WINDQW FtAME • - .�� •, � � 4 � �. ' WOQD �HIM N1iITH 6,4GKER : , � � � > ' � � ,. � � - � � : • . , . . , - - B - 0 ( _ D AfVD SEAL . � , '� - - , . . . _ � �� ., , � , . , , ,, ., , , . , � R� AfVT TYP � - - � ._ � , , . _ _ . , . , ` � ; , I ,;; , � � ; ; , ' � ' � V � ' , � ; �• ', ' . , , ,, . , , , r . VAPOR RETARDER _ _ , w _.. ._. -- r . ___ _..;_. � f _ . . 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'� I SOLAR WALL PAI�EL SYSTEM = WITH RECESSEC3 FA51'� NER , � � I' a • , - , _ . a o .. , ;. �T.: ; ;. . .. . , . � a o W a �, , �C � o J ( — BOND BEAM (RE : STRUCT) _ Q � � ' � ^�. � � � � � ; ` �� '�r�. �`: � ,. , - ` � , I � 2" RIGID INSULATION � = ° ' SEALANT W/ Q ( � � , , ° � , . r-_',= � . . : 1 -- STONE VEiVEER � 1� f . �ACKER R(aD � � ' � Z W � � ; � '- � �� ( � AIR BARRIER �l Q �� -��- - �; `, y - � � � - - - , . . ` > t — PREFINISHED SFEET METAL �� '� _ G�� O � '� ^ � � � l � � � ":, ,,; � . ` W ITH FLAT SEA(�S ( VAPOR R�TARDER ----� � ""� <1 7' ; � � � � � �� H 5/8 GWB RIGID INSULATION ----,-„",�-�„ � - Q � � ? � � � � � I � y y = SSECTION DETAIL - SC) LAR WALL HEA � EF� � SE �1" I � N � E °fAIL - � 1-C) f�lE � ILL (JAMB SIM } SEC1' 10► N DE °TAIL - � °r � �lE LE � � E Al° � LA � � Q � c� SCALE: 3" = 1 '-0° SCALE: 3" = 1 '-Q" � �CALE: 3" = 1 '-0" � C..? � O � W - � , ,� � � � GRID � F� I � � � �„ 4�� f� 6° W � TILE BELOW AT � o FACE OF POST AIR BARRIER LAP OVER - � � ' � � - '.; , � '' � �;'. � , � . , � , FLASHING - I � ; �'�` STAINED TIMBER POST � � Q ; , Y �, ' - ,A � . 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' �` MOISTURE BARRIER t: 970.949.6108 _ � ,,:. , i ��'' `•� � , ��' -'`, PREFINISHED nETAL BACKER ROD AND � ' ( - ' -<. ;'_ FLASHING W/ CRIP EDGE SEALANT � - � BACKER ROD �ND Z SEALANT � SHIM A�UMINUM CURTAIN WALL ! � � SYSTEM ; � _ � � � � � H Z � � , � W 1..1..0 � � a � � o ,� � � � � � � � SECTION DET� IL � � 111�TAl �I VO/�LL �OT STONE LEDGE SECT' I � N DETAIL - � IJI�T�, IIV 1�P�,LL HEfi� DEF� C1� o � � �C � SCALE. 3 - 1 -0 � � SCALE: 3" = 1 '-0" [� � � _ � W o � � � - x � Q c; � o I— z �; ° � o � � � � � � �„ — 6 � � � a° > ALUMINUM CUR�AIN L.L..I � � ~ WALL SYSTEM � Q � � I � � � c,=�a ALUMINUM CUR�AIN � � � � � � WALL WITH OPEtABLE f ._, �'ILE �ELOW Y' TH�ERMOST pLLED INSECT SCREEN . NOTCH � _ � WHERE INDICAT:D ON � INSECT SCREEN FRAME '�I � � GYPSUM WALLBOARD � - WINDOW TYPES 0 � FOR ACTUATOR CHAIN � SOFFIT BELOW (RE : MECH} I�'f � 1i�1 SEALANT ; ' ,, v � 0 EDGE OF WOOQ EDGE OF WOQD ' ALUMINUM CURTAIN WALL SYSTEtvI ILL �v MOTORIZEQ ACTUATOR S BELOW SILL � E LC�W ,� MAX. 1 GAP BETNEEN ' (RE: ELEG.) - CURTAIN WAL� A�JD r CONGRETE CURI AT PROVIDE PREFINISHED ALUMINUM "L" SHAPED ' ' ' ` ~ ° �� " INTERSE�TICJNS BLUCKING TU SUPPORT CLOSURE TO MATGH CURTAIN iv I ACTUATOR AS NECESSARY T WALL 2 1 /2" METAL FR/�IING c�i TA. CAST IN PLP�E CONC. � MATCH ALUM CURTAIN WALL m PLANTER CURB IEYOND — — � _ — _ _ 5/8" �_ o O SYSTEM _ , • ,- , • - . - - - � 5 ' BACKER ROD AND , • , , . , . - . : � . _ . . , . . . . SEA�ANT, TYP. PRE-FINISHED M"L FLASHING � ° M � ALUMINUM STOREFRONT AGOUSTICAL INSULATION EXTEND BELOW f. 0. SOIL PRESSURE TREATED SYSTEM STAINED � 6" MIN . BLOCKING STRUCTURAL FRRv11NG �WB � �°- N -��;_t_. _ PLANTER (RE : Cl/IL) '' N - _ � _ - - --.. (RE:STRUCT. } - �- PREFINISHED ALUM FLASHIN � - �-�--�- _ - CC)MPOSITE NiTL . (RE: LANQSCAP6 ) - TO MATCH ALUMINUM CURTA N 5 B . D . RESPONSES 8. 12.2010 iNALI. PANEL GLUED - - - - f�� = - - '= WALL SYSTEM ; : ; TO GW� � � ~ % � 1 FOR CONSTRUCTION 6.30 .2010 � ' FIRST FLO�R FINISH — — / � ! ' — 0' - 0° 15S. # DESCRIPTION DATE � ��, , � , z � 2" F�IGID INSULAION - — - -� . � �„ .. . '- � ' � ' � ' � ��`��, � = � � ca — _ L _ �, .,_. , . ?-,� ;��, �, ;,:,: �. : `==e'-,`� FLOOR FINISH (RE: INT. ARCHITECT'SPROJECTNO. : 2� 064.04 - � � � FINISH SCHEDULE} - - SEALANT AND - .< �, � a . ° , e, h . . : ' °. '. ' a � ". '.:a' , a , -- - - BACKER R�� , - _ :� ° ' ;- � � . �4 �. .qo g II , . , 6 , - < . ; .; : � " a ;- .4., - . a , .° ': RADIANT TUBWG - - - - a , . . �,, . e. . < - .m � , . o . (RE: MECH ) AREA A -- — - _ a . . 4 ' � - - •° a . a a. . . . . . . . . _ " e �9. .n ' $ b ' . � ' . , . . 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FLASHING ALUMINUM CLOSURE TO MATCH — � _ . , : , s BELOW CURTAIN WALL ATTACH AT WATERF� Rf30FIN� _ -4. d �a , ' a " , . - - ° ° . ° �`��z\J!--;��1 ��.- SYSTEM MEMBReNE � � � , .. a, �° d..a . . a . ,. � . . <. � ��1r��='(.� �f r;�'" a ` . 'o , ' .. ' ° � d 4 �^=.�� il�r'L',` i��-� GLAZING GASKET OR USE ( AT ALL SIDES AN) _— � p � �" CLEATS . � . - - BOTTOMOF . a . , , e x . < _ �;;;�:�.- L �:=�,� �`��,� PLANTER. EXTE6D _ . - _. a ,, . � u 4 a . , .a , = , ., , _ _ UNDER CURTAIN WALL SI ��. KEY PLAN � EXTERIOR DETAILS � � a � . N PLAN DETAIL - STOREFRONT/CURTAIN WALL � C� RNER PLAN DETA, IL - � REFR� �1T Al' IV1EN ' S BATHROOM � � ECTIORI DETO� iL � CIJRT� IN 1/VALL AT � LANTER / SIIVI AT PAi/ ER . o SCALE: 3° = 1 '-0" 3 SCALE: 3" = 1 '-0" � SC�LE: 3" = 1 '-0" . . . 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FLAT "� SEAM SHINGLE STAINED 2X Sl"RU�TURAL ' ARCHITECT 4240ARCHRECTURE INC ,� ROOFING T&G DEGKIfVG � 3003LARIMERSTREET O (PT-3 WHERE EXPQSED} ; ' DENVER, CO 80205 (RE: STUCT. } t: 303.292.3388 f: 303.292.3113 ` " � ` CIVIL ALPINE ENGINEERING INC. � ENGINEER 34510 U.S, 6 UNIT A9 .: * ; :. -S . ..% 4. . . .,1.. � '� _ � 4�4 � �'�� l _ � ;z STAINED STRiJ�TURAL ��=' '� � �: EDWARDS, C081632 _ , . � � ;.. ,;� � FRAMING (PT-4 } ,._ " � '�"=�`' , t: 970.926.3373 f:970-926-3390 �,,, ..� °° << , ` (RE: Sl"F�UCT. ) �1=- ' � + �' �� SURVEYOR PEAK LAND CONSULTING , INC. 0 .�. . � SEALANT .� °` , �--- }}� r-� ` � �� `=� 1000 LIONSRIDGE LOOP s _ ;` / �:, t�.� . . . r , ; :: , ` �> . -;, , VAIL, CO 81675 '' �� r, �r.- � -_: t: 970.476.8644 LAP 5" STRIP OF CONTINUQU i : • � s�`� � � --� LANDSCAPE MARY HART DESIGN UNDERLAYMENT OVER EDGE �' / r �� --- �X � UNDERLAYMENT }� � =�: . POST OFFICE BOX 8258 . PAINTED BF�P,CKEI' TYP. CLEAT AT ALL THREE SI DES �= ''" > >�� -� _ BRECKENRIDGE, CO 80424 <r.. -: _ (PT-5} . _ NAIL BASE (RE: STRUCl", } � � t: 303,431 .6100 �,< ��. , ,� � STRUCTURAL MARTINIMARTIN, INC. CONTINUOUS CLEAT AT BOTTOM ={'� ` ENGINEER 12499 WEST COLFAX AVE. AND SIDES C) F PLATE (THREE =- ' ATTAGHEMENT TO BLDG �AKEWOOD, CO 80215 SIDES} �� , 4 �;''� STRUCTURE ENGINEERED BY � � t: 303.431 .6100 ! „�L1 NOWGUARD MANUFTURER, MEP BEAUDIN GANZE CONSULTING •�' P � ,� � ' ' �°' ENGINEER ENO, E. BEAVER CREEK BLVD. 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STRJCTURAL FRAMING SYSTEM BEYOND � 4 BElOND (RE : STRUCT) ALUMINUM SAFE-T-GRID OWNER TOWNOFVAIL _ _ _ _ WA�K OF GRATE DEPARTMENT OF PUBLIC WORKS � EXTRUDED SWAGED T-6AR 1309 ELKHORN DRIVE 3' - 6° (NTS} � SERI ES VAIL, CO 81632 THRESHO �D t: 970.479.2158 ; ARCHITECT 424Q ARCHITECTURE INC _ _ ._ _ _ �.�--'f 3003 LARIMER STREET _ _ _ , . __ 2 1 /2" _ ��, . __ . _ . _ _ _ DENVER, CO 80205 TYP. -� DIRECTIUN C� F TF2AFFIC —�-- t: 303.292.3388 f: 303.292.3113 _ . _ _ _ . __ f,,. � FLOOR TILE ' CIVIL ALPINE ENGINEERING INC. FIRST FLOOR FINISH �__'"� , ENGINEER 34510 U.S. 6 UNITA9 � . . � . OI � Oil . � • i ` a t 1 � �. 4 • • Qm . , o ,. . . , � , � • q , _ - a . . EDWARDS, CO 81632 . ; ;'; `; � - . < ` � _ . ` Q � - . ' `;� t: 970.926.3373 f:970-926-3390 ' _ " ' tr � - ° � � - a `� 4 - � "°�}�\" � �; ' ' � : ., . `f ' ° SURVEYOR PEAK LAND GONSULTIN� 1NC. . . - � ,°r ''` } ' � ,. ' , � � ,• ' Q . _ � 4 ` - ° q �4 . ' _ ' a ! _ � � �• . _ � . ' <. , ` , ° ` � � � � . - � � . � 1000 LIONSRIDGE LOOP _ ; . . , , a ; :; , . : . a .< :, . :d a < . � CONCRETE CURB _ n ' , �{,/-��) .(//-��= ; � - ' - . . ° - � a a a . . 'd , VAIL, CO 81675 , . � _ � . . . �V� • `:�/- ��' '` �� , .\,_.� , ` ,� ,y ,' �., � ',` � 4 , na 4 � a - Q. - . . . I .. ay - . , a /4 Q , a .q " . � . � ,,. g � Q,�. -.A-: � a - �a° t: 970.476.8644 :, /, - '.. ,�,; ., ;�,� {1-; „ „ ', . : ; - , a . . . a . - � �d ,� . . • °° . a ° tr . , � I .e , . CONTROL JOWT ; :, , . . ,, , F . . , , . , . � a p . - a a , , ° < , . LANDSCAPE MARYHART DESIGN - '=-?;-,,�-��` ' �--,� �!��-`-�(�' , �1�-z`=�� a � ; �°< a a `t EQ � EQ �° � ° ° V , o q 4 - 0' - 4°' � Q � a "_ �a . . ° STEEL DOW EL RODS POST OFFICE BOX 8258 ; � �`� � �� . ,' - PA\ERS OVER 2" SAND ON ��..�� '�-!��.r_1C-� ;` ,\ �r`_�._;�o,r% , . ' �° a - ; ° � - q - -., ; . .. - , ° .` �_° : ° . • - -,; d � � a - � � a �� 4 a , Q . . : � . BRECKENRIDGE, CO 80424 ^ ? �� ' ` � '` !`�``-�" ��r a � � � - SLOPE 1 /2" PER FOC7l� MlN . TC5 Df�P,IN � � � '� °` �` � °° ' p CONTINUOUS GALVANIZED - ON >NOWMELT TUBING �l ;�. �, �i`_ %;1.�y`` � ,'_,��r- I ,!C�`��,�� $ � , . a ' ' ae �� ' a , ° "a ° - a - " _ - ,a . : t: 303.431 .6100 . . . . . � / \ �L `^ 1f f` � i. � \/ \ v . " ' . . . ,, 6 . ` . 41 - a o - _ _ (SLOPE TO DRAIN ) �� y�, J ��_ f� f;-�`� �,,��-- , , �ra .. � _ � : " , � - - - . , - a , °� = a ' � d ` � ' ; ,.Q ,- " , ' ,° ', . ' a � � -° — STEEL ANGLE WITH ANCHOR STRUCTURAL MARTINIMARTIN, INC. "(��-1� ��}y- t � � � ` � � � �� Q BOLTS EMBEDED IN CONG. - (RE LANDSCAPE + CIVIL) 'f� ;�l(��" r -�`_^,��,��,�. �'�( � �./ _ .° - a_ � °- 9 �� ° < ° a"_ a _ � .d � � _ . _a . . . . ' a.a.- y ia d. � . a . _� < . a� _ _. - . � � - . � aa a � , _ < - :a . . a . _a - _ a , �d _ e; _ Q : Q ENGINEER 12499 WESTCOLFAXAVE. . . . ' ," ` 1 � � �� tl.�� 1.�. ( �-y.��-.L�'}� a i . . , a _ , a /; . ' e a , . _ _ -GI,' dP. .q. 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ENGINEER 34510 U.S. 6 UNITA9 EXPOSED TRUSS EXPOSED TRUSS EDWARDS, CO 81632 PAINTED WALL ___,_,__...._.._------- EXP�S�D T�USS t: 970.926.3373 f:970-926-3390 ° PAINTED WAL� r---- ��-1 � ��I �-�� SURVEYOR P K D CONSULTING , INC. (PT- 1 ) CENTER LIGHT � �T- 1 � PAINTED WALL 1000LIONSRIDGELOOP o A�OVE fvi1RROR (PT-1 ) VAIL, CO 81675 I � F�REFINISHED GLAZED t: 970.476.8644 ALUM. STUREFRORIT LANDSCAPE MARY HART DESIGN B. O . SOFFIT ,�` B. C3. SOFFIT B .O . SOFFIT BRECKENRIDGE, CO 80424 , PQST OFFICE BOX 8258 B .O . SOFFIT � a � — — CENTER LIGHT�" — — — — — — — — , _ „ ,,: — ; ,� � 10' - 0" � _ _ 10' - 0" COUNTERTOP, 4" � ABOVE MIRROR t: 303.431 .6100 TILE WALL TO 8' - 0" BACKSPLASH , & MlRROR T.U . TILE WALL — B.O . WINDOW FRAME _� 4" APRON (CT- 1 } B. O. WINDOW FRAME . B. Q. WINQQW F�AME 8'-0" A. F. F. � .0. WINDOW FRAME STRUCTURAL MARTIMIMARTIN, (NC. 8' - 0" � �' g' - p" � g� _ p„ �' - 0" ENGINEER 12499 WEST COLFAX AVE. PAINTED DOOR & _ T.C) . TILE AT 8'-0" A. F. F. LAKEWOOD, CQ 80215 FRAME PT-2 N �1AL� MQUfVTED r- cy � MIRROR .... _._. _ .,...- ( } , ;,` r - t: 303.431 .6100 , ` `- STAINLESS STEEL LlGN1" �IXTl1RE � '`� ELECTRIC HAND DRYER ELECTRIC , ' � PA�TITIOfV gp,a�j' E --\ � � � NGINEER E G NE'ERS NC. CONSULTING p,, . I � ELECTRIC ' STORAGE BASKET � in � � COUNTERTOP , 4" HAND DRYER , I ``' C�RITERED AB(JVE 1"ELE VVALL TQ 8' - 0" BABY CHANGING - _ � _ � HAND DRYER 110. E. BEAVERCREEK BLVD. SUITE 202 � ;, ---- e ,; _.. .. . _ _ _ � '` AVON, CO 81620 BACKSPLASH , & d' "� -_ � URINAL � ° — �� u�� T�� , �" STATION ° � ( � FRAME ( p� OR & ( ' � f t: 970.949.6908 4 APRON (CT- 1 ) � ia _ BABY CHANC� ING � �ACi4SPlASI�I , & PROVIQE 2X � / , � i- o � t° �TATION I 4�" f�PRON (GT-1 � BLOCKING FC� R / _ _ � , t- �r � ALC GRAB BARS � `� , � ` � "co N M � PI�QVIDE 2X BLOCKING o o _ � - � � � _ FIRST FLOOR FINIS� ` FIRST FLOOR FINISH FIf�ST F� OOR FIfVlSH� r- N � FIRST FLOOR FINISH Z ' 0' - Q" • — • �, _ a„ — — 0, �„ � 0' - 0" COUNTERTOP , 4" � � 3 e � BACKSPLASH , & MEN � �7 - WES I lVI � IV ' � - RI � RTH A, 7� WOMEN � �7 � Vi� � � � 4„ APRON (CT-1 } 3 � � � 1 O SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" . „ _ , „ NOTE: TI �E AL� WfLLS OF MEN S AND A171 � H � � S C A L E. 1 /4 1 0 W O M E N S T C 8 -0 A. F. F. (T Y P) � � _ I� � W � W � iVIEN S � � IJT � � SGALE: 1 /4" = 1 '-0" � � � � � � � � � � � � � � Pfi,INTED WALL (PT- 1 � � � O � ° } �� W o � � f��GH . LOUVER m _______ CEfVTER A�OVE DQOR Q 1� � O EXPOSED TFJSS & PAWT TQ MATGH ADJACEN�' SURFAGE � I� W � � �- � y � . � ° ; � E , (RE: MECFI. ) �,.--''� � � W � � �� r , , �---- ALUMINUMS"OREFRONT � i � ; Ei � � ' i , t � : � : ; . 1 ' 1 � ' � � i . ! � E : � : � , � �J � �� ,, � : i � ; : 3 I I ; i � i , i ; � ao r' ' ' PT-2 (TYP) C. F. C. I . CUSTOM C�OCK �,.� T. O. TILE AT '-0" A. F. F. ALUMINUf� STC7REF�C3NT - W/ 4 LED CUBE NUMBERS C� ~ � ' ° � T �G WOOD PANELING � o o �. -� REGESSED F�USH TO � z I� �. ° B. O . SOFFI' (WD- 1 } W/ PT-3 a � � �'`` WALL WI BEETLE KILL � Z OC B.Q . SOFFIT � ,� � — — � — — 10' - 0 � ,, �— — , — — � _ " � L�J �� - PINE WOOD VENEER = �y O ,,� ', / � � ' �, �,� ,: f J �r� 10 0 CC;- 1 (TYP} EQ EQ � � � o PANEL & BdX ENCLOSURE ♦ � � C,/� � � V .J .� _B.O. VVINDOW FRAME B.O . WINDOW FRAME B. O . WINDOW FRAME � � U � 8' - 0 — — �� _ �„ — — — — $, �,, WALL MOUN�ED AtlTONiATIC — 0' - 9" 3' - 10" (TYP) LIGHT FIXTUtE � 2� _ 4�� 2, _ 4„ WALL MQUNTEL� �(VTRAfVCE � PAINTED WALL PT-1 � � W LIGHT FIXTURE � ) i STORAGE B�SKET A171 �CTUATQR � � — 7 �i� 10" 1 ' - 8" FUTURE PAY PHONE ( NIC) � m BABY CHANGNG - REGESSED CABINET , (TYP} - EQ. EQ. STATIC7N � . TILE WALL TO 8'-0° IJN �T HEATER IN BEAGON , ' • �1a1 THERMl3STAT C.� -- PROVIDE 2X 3LOCKING o 11�0(�RIS COLt�R SB-1 � o IJ.1 � :_ _ -= I `, LIGFiT GREY (RE: (VIECH . } o � �, � � � - - CHILD PROI"�C1"1QfV SEl�T � DRINKING FOUNTAINS • ;- � " '- CHILD PROTfCTION SEAT • S° EQ. EQ . �� - - � �� n- ALIGN GRC>UT JOINTS W/ � � $ � " � ALIGN TILE WTH I FLOQR TILE JOINTS (TYP} Q � N Z � cV a FLOC?R PATT:RN (TYP) � N ° M � a ° TR-2 (T'YP} � � � N FIRST FLQOR FINISH M � � � _ FIRST FLOOR FINISh _FIRST FLOOR FINISH � � 0' - 0 _ � o � � — Q' - 0° — � 0' - 0° WRAP TILE AT TILE QASE (TL-2 TYP} CG1 (TYP} MEN � � ° �f'1�7T � � � � � a � ,� � � � 1 � CQLUMN BASE (1'YI�} T�- 1 (TYP} WAI � I � � f�� O � � �� 1 � SCALE: 1 /4" = 1 '-0° 5 SCALE: 1J4° = 1 '-0" �� _ ,_ �� SCALE: 1 /4 1 0 EXPOSED TRUSS T�G WCbOL� PANELIf�G (WCt-1 } sT'AIf�ED W/ PT-3 2 POST-MQUNTED WAL� A171 SCONCE WITH WOOD 1 FOR CONSTRUCTION 6. 30.201Q EXPOSED PURLINS -- EXPOSED TRUSS TOURIS�' IN �C)RPv1A1"10(V TRIM AT J-BOX u ALUMINUM STOREFRONT ALUMINUM STOREFRONT QISPLA'( �CJARQ (96" x 36") , ;- SECURITY CAMERA ISS. # DESCRIPTION DATE PAIRlTE� W�iLL {F'T- 1 } TILE WALL TO 8'-0" --- - - - ALUMINUM STQREFRONT ARCHITECTS PROJECT N0. : Z 'IO64.O4 E�AINTEC� C70CiF2 4 f B.O . SOFFIT B .O . SOFFIT & �f�f�� ( Pl"-2) ' ,� - ,— —�'' , —�� — , — — , �� — — A171 , ; / FLAT SCREEN T.V. (N . I . C. ) % , ,''� ,,'' " / ' 10 - 0 ,�- y ,, � 10' - 0" PAINTE� � '' ' ; 'f ` / ' PROVIDE 2X BLOCKING AREA A � � � �" l ' ;� �i � VNALL (f�T-1 ) � �, " � � � � � � � � � B.O .WINDOW FRAME � B.O. WINDOW FRAME � '�� B. O . WWDOW FRAME 8' - 0�� — — g, _ p,� EQ . �Q. — — � — �, �„ 2' - 4" 1 ' - 11 " 1NALL MOUNTED STAINLESS STEEL � PAINTED WALL (PT- 1 ) LIGHT FIXTURE � - �' PARTITION STAINLESS STEEL PARTITION � � � � VENDING MAGHINES (N . LC. ) ,,� STORAGE BASKET �pq � �� — ....,,._,._.._ '_ LI L� LJ LJ TILE WA�L TO 8'-0" / 3' - 0" �� N � � � � � ALIGN GROUT JOINTS W/ � � FLOOR TILE JOINTS TYP NAPKIN DISPOSAL � o o � } CHILD PROTECTION SEAT � ° � � � i i {-�,P) — — � o TR-2 (TYP} _ WRAP TILE AT � 8 'r' `�' � � � � i _ o o TILE BASE (TL-2 TYP) cv COLUMN BASE (TYP) i� crs � t�.,} � cv ° i� ° - � � TR-1 (TYP) r- FIR�T FLOOR FINISH i- FIRST FLOUR FINISH - - KEY PLAN — �� - � � �� p Q � �° ' � c- ,_,__,___,_,,,__, FIRST FLOOR FI�NIS�H � ��-� �-�-��> � GENERAL NOTE: CG1 (TYP) f 1 1�E A A � ' o�� Ki �� Foun��r�i �s JolNrv��oF w000 pA�EU��r��} I N T E R I Q R E L E V A T I O N S � MEN S - S � UT � _ 1" R�cvc�.ir�� s�sTEn� a SCALE: 1 /4" = 1 '-0" SCALE: 9 /4°' = 1 '-0" �l �P AY OARD � � . �- M � 1�VAIT1Rl � �� /I � � C� I,TH w � � ° SGAL�: `i /4° = 1 '-0" � � r- .,w,�,�.,.. -.- �,,.�,.� ��,�m� . ... ,..�� _ , � � � , � �, �;� � v , s„ ' � �'�r,�C., �F �� s e.7�'` ��p �� _ � �, �� Q�.. � � � CO UMN (RE�E ECT. } � k� J{� #-� I� �C?� � a� so �F � ` � . . � . . . 5/8'° GWB ON MTL. STUDS � "f� : ''�. � � �, ��'�"�,, �.�<�„�'' � � � --- T$�G WOOD PANELING � '�' �Q � T. O. PANELING AL.IGNS ' � (WD-1 ) W/ STAIN (PT-3) � ' � WITH PANELING AT THE I (� _ � I �� ' � � - _ SOUTH WALL ' � .� � � B_Q . WINDOW FRAME 8' - 0" T&G WOOCPANELING � - - �� B. O . WWDOW FRAME � _ , o copyright 2010 ;` (WD- 1 ) W/ ;TAIN (PT-3) _ 8' - 0" ' �� . 16 GA. MTL . STUD HEADER _ . - - , , 42q.o Architectu re I nco _ 5/8" GYPSU�I WALLBOARD 5/8° GYPSUf� 5/8" GYPSUM WALLBOARCD I � — ALIGN BOTTOM OF PANEL _ WALLBOAR� _ � o W ITH BOTTOM OF SOFFIT OWNER TOWN OF VAIL � 3 5/8" MTL FRAMING - 3 5/8" MTL FRAMING � DEPARTMENT OF PUBLIC WORKS 3 5/8" MTL . � . ' • � '` 1309 ELKHORN DRIVE VAIL, CO 81632 =,: FASTENER: (TYP) FRAMING WI STAIN (T'3� PINE TRIM t: 970.479.2158 ` ; ___ ; _ _ � °" / MECHANICALLY FASTENED � ` � ` ` `.. ' ARCHITECT 4240 ARCHRECTURE INC . = � , ` EL CORN ; -; oo �.' 7' - 0" AFF ' � ` ` ' ` j STAINL SS S 3003 LARIMER STREET E TE ER GUARD (CG-1 ) DENVER, CO 80205 - ,.. , N m T&G WOOD PANELING / (WOOD PANELING SETBACK t: 303.292.3388 f: 303.292.3113 ' W (WD-1 ) WI STAIN (PT-3) , r 2 1 !8"} GIVIL ALPINE ENGINEERING INC. � CORNER TRIM, , F, � T&G WOOD PANELING (WD- 1 } ENGINEER 34510 U.S. 6 UNITA9 GORNER GIARD (CG- 1 ) BOTH SIDES (CG-1 } � I W/ STAIN (PT-3} EDWARDS, CO 81632 IN ORDER 1� ALIGN 96" x36" RECESSED SLIDING t: 970.926.3373 f:970-926-3390 WD-1 W/ CC- 1 SHIM AS � - GLASS DOOR DISPLAY BOARD SURVEYOR PEAK LAND CONSULTING , INC. ;' NECESSAR' (TYP) � , � f.� 1000 LIONSRIDGE LOOP � -�'" VAIL, CO 81675 PLRN DETAIL - C � RNER � UAFD INTo � E �TICJf� � ETP� IL - VESTIBULE SOFFII° 35�8�� MTL. 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SUITE 202 AVON, CO 8162Q t: 970.949.6108 � � � -�- SCHLUTER TRANSITION (TR-2) � — , . - . . , . , , , ,, ;_ . -, • „ •, . , , � - - � - •• : : . . .. .. . . : . . . . : � - , _ . � ; . • . �. �� . _ . � . , a, �,_. . , ,, . _ ., : . •, ;. , , - , .; . ,• , � -> -� ' .. • � , � ; ° :, . ; ; . � : , � . , _ ., ., , : < < _ �. •, - ° .. . � , Q — RFialS�H TILEJOINT ( y � W OOR — FIRST FL00 C,�3 , , , , :. r . , ' ~ ' - . , : • . � . � \ ALIGN GRC)UT JOINTS / FL Z � � S T P - - - - - - - - a ' a - - - - - a \ TILE BASE (TL-2) � � � �� SCHLUTER TRANSITION (TR- 1 ) � m � ACOUSTICAL INSULATION � \ � �, � � _ \ \ � � � � � 5/8" TYPE „X�o GW � �� ' a � ` \ � � W = 5!8" TYPE "X" GW� � FIRST FLOOR FINISH � � ►7 J . . � . . . . . . ` d • �r b r 1 y� � . •—T— --^-,. , OI OII � . ` � � � . . . ,. . . . . _ a „ . a� , A ��, ,a. .. . a RS '� .qa , • . ` . L� .. � a ' � p � (d � _ � . . . � � � 6 ^ . � R . . .Q a A Q 4 ^ . . . �C , y . . , a . `� �. '' `• � . � . . 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SLAB ( INTEGRAL COLOR) ( RE: STRUCT. ) ' t: 970.476.8644 � NOTE: , STRUCTURAL MARTINIMARTIN INC. 1 . PICKET SPACING TQ ° ENGINEER 12499WESTCOLFAXAVE ' PREVENT PASSAGE QF 4" ' '� � � � � � � � � ! DIAMEfER SPHERE AT ALL � � � � � �% ' ' �� LAKEWOOD, Cq80215 ; RAI LI NGS . IYP . t: 303.431 .6100 ' MEP BEAUDIN GANZE CONSULTING SECTION 2 • ALL RAIL CONNECTIONS SECTI � � ELE�(ATION EN��NEER 110E. BEAVERCREEKBLVD. SUITE202 ARE WELDED AND GROUND AVON, C081620 1/2" = 1 '-0" BRIDGE.dwg SMOOTH . TYP . 1 /2° = 1 '-0" BRIDGE.dwg ` 114° = 1 '-0" BRIdGE.dwg t: 970.949.6108 � � NEW METAL WALL CAP WITH END � AT NEW OPENING IN GARAGE WALL. ' PAINT TO MATCH EXISTING . � z EQ . EQ . : EQ . EQ . EQ . PROVIDE NEW PREFINISHED i— HIGH PERFqRMANCE COATED , � � ' SHEET METAL CAP FLASHING METAL RAILING (TYP . ) W/ ENDS TO MATCH EXISTING � � , MT�- 3 EXISTING 4-" � ~ � � H TAPERED � W Co3 ; ; CURB V. LF. ' � d. � ,. ._ T. O . 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OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS ' 1309 ELKHORN DRIVE ' VAIL, CO 81632 ' t: 970.479.2158 - E L E !/ �TI � N AItCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET 1 /2" = 1 '-0° BRIdGE.dwg DENVER, CO $0205 ' t: 303.292.3388 f: 303.292.3113 CIVIL ALPINE ENGINEERING INC. ' ENGINEER 3451 Q U.S. 6 UNIT A-9 HIGH PERFORMANCE EDWARDS, C081632 COATED METAL RAILING t: 970.926.3373 f: 970.926.3390 (TrP . � PQST LIGHT FIXTURE SURVEYOR PEAK LAND CONSULTANTS, INC. 10Q0 LIONSRID�E LOOP ( RE: ELECT. ) IYP . VAIL, CO81675 t: 970.476.8644 STRUCTURAL MARTIN/MARTIN INC. � - ENGINEER 12499 WEST COLFAX AVE ��, LAKEWOOD, CO 80215 �- 1 Y2" O . D . STEEL PIPE HANDRAI � t: 303.431 .6100 , W� BRACKETS _ 36 " VERT. ABOVE MEP BEAUDIN GANZE CONSULTING I SURFACE. (T} ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 ; !, AVON, CO 81620 ', t: 970.949.6108 EQ . � � � ELEVAT BQN .dW W 1/2 0 g � 0 POST LIGHT FIXTURE ( RE: ELECT. ) TYP . _ � m � � HIGH PERFORMANGE � z � COATED MEI"AL RAILING � (TYP . ) � Z � _ � - � � J - — � H � Z _ Q � �i � . � � � � � " � W z � 0 1..l� QQ � O a �- V .� U � EQ . � � EQ . � � ,J `�_ � w � � � V I � ¢ � � 1/2" = 1 '-0" BRIDGE.dwg � � � � �- � _ ` , J --- HIGH PERFORMANCE POST LIGHT FIXTURE r /'' = W C O A T E D M E l'A L R A I L I N G ( R E: E L E C T. ) T Y P . � � m ��P � HIGH PERFORMANCE � � POST LIGHT FIXTURE COATEQ METAL RAILING � w EQ . EQ . ( RE: ELECT. ) TYP . (TYP . ) � � EXISTING WALL AND 2y4 ��-� i" �/4 " PIPE RAI � 1 /4 " SQUARE STIEL BAR CENTER ON Y2 " ; 3 " STEEL �-- BAR . A�IGN VERT. WITH 1 " SQUARE BAR BEHND ( PC) 3 �r EQ . � .� Ec� . � � . �� 1 /4 " SQUARE STIEL BAR 1l2" = 1 °_0" BRIDGE.dwg yf` 1l2°' _ � '-0" BRIDGE.dwg CENTER pN yzDB ; 3 '° STEEL BAR . 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FLASHING W/ ENDS Td TO MATCH EXISTWG °Q ° MATCH EXISTING OWNER TOWNOFVAIL NEW METAL WALL GUARD AT DEPARTMENT OF PUBLIC WORKS M "� ALL WAL� OPENINGS TYP . 1309 ELKHORN DRIVE VAIL, CQ 81632 � t: 970.479.2158 �] ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 t: 303292.3388 f: 303.292,3113 1 ' -0 " HAND RAlL EXTENSIOIV CIVIL ALPINEENGINEERINGINC. RETURN TO PnST. Tl'P . ENGINEER 34510U.S. 6 UNITA-9 4' - 1d�2 " 4' - 0 " 4 ' - 0 " 4 � — a " 4 � - 0 " 4➢ _ 0 " q.° - 0 �° 4 ' - 1t}�2 " EDWARDS, CO81632 METAL WALL GUARD AT t: 970.926.3373 f: 970.926.3390 SNOW PLOW OPENINGS �P . ELEVATION SURVEYOR 0 OK 10 SR DGNE LOOP�TS, INC. ELE!l�4TION VAIL, CO 81675 1/4" = 1 '-0° westramp.dwg 1 /4" = 1 '-0" westramp.dwg t: 970.476.8644 STRUCTURAL MARTINIMARTIN ING. N EW M ETAL WALL G UAR D AT ENGINEER 12499 WEST COLFAX AVE SNOW PLOW OPENINGS TYP . LAKEWOOD, CO 80215 NEW CONC . WALL TO t: 303.431 .6100 MATCH EXISTING ( INTEGRAL COLOR) MEP BEAUDIN GANZE CONSULTING 1 ' - 0 " HAND RAIL EXTENSION ENGINEER 11Q E. BEAVER CREEK BLVD. SUITE 202 RETURN TO POST. TYP . NEW 1 1 /2 " HANDRAIL NEW 1 1 j2 " HANDRAIL AVON, CO 81620 W/ 1 1 /2 " POST W/ 1 1 f 2 " PQST �fEN/ 1 1 /2 " HARIDRAIL W f 1 1 /2 " POST t: 970.949.6108 NEW PREFINISHEQ SHEET METAL WALL CAP W ENDS �"Q MATCH EXISTING NEW PREFINISHED SHEET METAL CAP FLASHING V�!/ ENDS TO MATGH EXISTING EXISTING CONC . tIVALL. SACK A�ID PATCH EXISTING NEW C� NC . V�/ALL TO MATCH EXISTING � --- DAMAGE ON W�LL. PAINT WA�I� TQ MATCH EXISTING PAINTED GARAGE UVALLS ( INTEGRAL CC7LQR} � �"�' NEW 6 " HIGH BY � " VVIDE 1 ' - 4 " HAND RAlL EXTENSION � � � CONC . CURB AT PL�Nl"ER 2 RETURIV TO POST. TYP . � METAL VVALL GUARD AT - � � � z � � � TYP . OPEfVINGS � � a x � � I 1 � ~ W C� � � � � Q W J � � 4' - 11yq." 4' - 0 " 4' — Q " 4 � - 0 " 4 ' - 0 " 4' — Q " 4' - 11�q. 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WALL ( INTEG L G A R A G E. � C/� ' I I , „ COL� R) W/ METAL CA TO RE{ NF�} RCED PAVERS ( RE: CIVIL) NEW 6 " HIGH BY � ' WIDE Q �''' � (RE: STRUCT. ) � � � � � ( � 1 - 4 MATCH EXISTING WALL ND GAP . ,�— I ' - 4" 19 ' 6 " 1 ' - 4"—� CONC , CUR � AT PUNTER = m � ' . — — — NEW PLANTING ,�REA� � C!3 W L - - - - - - - - - - - - - ; ` ,: � m ' 13 ' - a " 33 - 10 2 22 ' - 2 „ 3t� ' - Q " 5 ' - 0 " 24' - � " 5 ' - OB' 30 ' - 0 " 0 LANDING SLOPE TO RE: 1 /A302 � ° LANDING SLOPE RAMP DOWN @ G 1 : 12 LANDING SLOPE RAMP DOWN Q � 1 : 32 RAMP DOWN C� C 1 � 12 REINFORCED PAVERS RAMP DOWN � � �-- 1 ' - 4 " DRAIN TC� V�/ EST FOR AREA BEYOND W � : :� DO < 1 . 48 5/A204 DOWN C�7 < 1 : 48 1012 E : CII E. STRUC THROUGH C7PENING THIS POINT o � WN � C�? C 1 4� --�, � _ 1 /A204 � .A� . ' ( R / L) ( R � T. ) _s „, � 4/A2Q4 � � . � � . .: ; . , / 04 , ... , . ..�._ ' . ' � :: . .;:. :.:� . SP2 . � � SP2 � (� SP2 � SP2 � � �SP2 � . . . � . . . . . . �SP2 � SP2 �SP2 � SP2� �SP2 SP2� �SP2 . . � , , B . O . RAM�P � EQ . Q . __ _ T, O , IANDING T. O . LANDING 2 ' - 0 ° EQ . EQ . EQ . 1 ' - 0 " 8181 . 00 ' Y EQ , EQ . EQ . EC� . EQ . EQ . � WITH EXISTING 8182 . 20 _ GARAGE TQU . 51.AB � � _ 0 �� - T. O . RAMP T. O . RAMP� 8 . 0 . RAMP � T. O , RAMP B . O . RAMP � T. O . RABP � ' — p "-� BaO . RAMP _ 8181 . 97 8180 . 83 � � — � �� 8178 . 83 8178 . 75 � 176 . 85 8176 . 7 i 8174- . 75 _ PAVER LANDING SLQPE 3 2 DOWN � � 1 : 48 PAVER LANDING �OPE 2 2 A 205 A 205 DOWN C� < 1 : 48 A 205 ' PAVERS WITH SNOWMELT AT RAMPS AND LANDINGS , ! � PLAN �aaRr� ,�. 1/�" = 1 '-0" westramp.dwg EXISTING RAMP 2 ADDENDUM 1 7.16.2010 , 1 FOR CONSTRUCTION 6.30.2010 ' RE: A200 FOR DEMO ' THIS AREA ISS.# DESCRIPTION DATE REMOVE EXISTING METAL GATE, GATE REMOVE EXISTING MEfAL REMOVE EXISTING METAL GATE, GATE REMNE EXISTING METAL REMQVE EXISTlNG METAL GATE, GATE ARCHITECT'SPROJEGTNO. : 2 'IO64.04 HINGES AND WALL GUARDS . CUT WAL� CAP HINGES AND WALL GUARDS . CUT WALL CAP NINGES AND WALL GUARDS . CUT � � � � � � �� BOLTS FLUSH WITH � FACE C1F CONC . � � � BOLTS F�USH WITH FACE OF C� NG . � BOLTS FLIJSH WITN � FACE OF CONC . � � _ , : - :. _ . - : ; ', -` _ � „ _. : . , .. . � , _ _ _ KEY PLAN , • � NOTE• � � � �� , � PRIME AND �� ,�� Raw AREA B � � . , _ � ; , � _ . _ � ::. , _ . , MTL EXPOSED DUE TO , .. __ _ _ ,,. , ' DEMOLITION . WEST PED . RAMP _ _ _ _ _ PLANS ELEVATIONS _ , , � _ _ _ _ _ _ _ _ _ _ _ _ _ _ & SECTIONS � _ _ . _ _ _ : � E � � PLAN NoRTH 1/�" = 1 '-0" westrampdemo.dwg _, . � � . __._. � � � __..�,_._. , _ ____�._ ____ _ __ _ _ ._. _ ..,.._� ._�__. . . ��..�..F .. :�.,.. ��-----_ __-�--__ .__ � �_____ _ _ 2 " X 2 " G,4LV. STEEL T1BE FRAME. ( PC) �� p� Cp� �� _ �@ ��c� � E. �?Ai� �3AL d . � i . � . . . . . . . .. YY �.� YY � . . . . .. 1 " SQUARE GALV. STEEL BAR . ( PC . ) �j�� , � '— EXTEND CENTER POST QQWN AS � RACE �E� . � WELD 4" SQUARE PLRTE TO BOTfE� M OF POST. s''�• � � GATE LATCH : PROVIDE PL4TE i�l f HOLE �t�'�r�, <, � ON EACH LEAF TO A��OW FOR PA��AGE QF EQ PAD LOCK BOLT. ( PC) . . . . . , � '— 2 „ X 2 " GALV. STEEL TUBE FRAME ( PC} �a r� A 205 � 1 " SQUARE GALV. STEEL BAR ( PC} copyright 2010 � tD EC� a EQ . � 3/4" SQUARE GALV. STEEL BAR ( PC� � 424o Arch itectu re I nc. 3/4" SQUARE GALV. STE� BAR DIAGONA� OWAIER TOWNOFVAIL MEi1BERS TYP . ( PC . � DEPARTMENTOFPUBLICWORKS 1309 ELKHORN DRIVE '�` VAIL, CO 81632 " t: 970.479.2158 2 " X 2 " GALV. STEEL �1BE FRAME. ( PC) � � � - NEV� METAL WA�� GUARD AT ' SWING HINGES BOTH SIDES QF OPENI �IG ARCHITECT 4240ARCHITECTUREINC � N (�W PLOVV QPENINGS SIZE TO SUPPQRT GATE SECI"ION . Al-i�,4CH 3003LARIMERSTREET � O�N SIDES . TYP . TO MTL WALL GUARD f �QNC . WALL � PC } DENVER, C080205 t: 303,292.3388 f: 303.292.3113 ' SE4T � � � LJET�IL ELE�f�'i� I � � ENGINEER 3451'OUSN6 'UNTRAN9 INC. � EDWARDS, Cq 81632 1 1/2" = 1 '-0° westramp.dwg � !4" = 1 '-0" westramp.dwg t: 970.926.3373 f: 970.926.3390 SURVEYOR PEAK LAND CONSULTANTS, INC. 1000 LIONSRIDGE LOOP 2 " X 2 " GRLV. STEEL 1JBE FRAME ( PC) VAIL, CO 81675 t: 970.476.8644 1 /4" SQUARE GALV. STEEL BAR ( PC} "— EXTEND CENTER POST DOWN AS � RACE LEG , STRUCTURAL MARTINIMARTIN INC. WELD 4 �� SQUARE PLATE TO BO-(TQM (� F POSTa ENGINEER 12499WESTCOLFAXAVE LAKEWOOD, CO 80215 `° q '— GATE LATCH : PROVIDE PL.ATE Wj HOLE t: 303.431 .6100 _— ON EACH LEAF TO ALLOW FOR PA�SA� E OF -�'� PAD LOCK BQLT. ( PC} MEP BEAUDIN GANZE CONSULTING 1 /2 " SQUARE GALV. STEE� BAR ( PC) '— 2 " X 2 " GALV. STEEL TUBE FRAME ( PC} ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 : � AVON, CO 81620 � � A 205 � � �� SQUARE GALV. STEEL BAR ( PC} `� rO � 3/4 » SQl1ARE GA�V. STEEL BAR ( PC) t: 970.949.6108 � tv � � �- EQ . EQ . � � � � 4 A, �a� _ 2 � `— NEiN �IETAI� WALL GUARD AT ' SWING HINGES BOTH SIQES OF OPENING � C 3 2 " X � " GALV. STEEL 1JBE FRAME ( PC) SNOW PLOW OPENINGS SIZE TO SUPPORT GA1"E SECTI � N . P,Ti�ACH Z �C�TH SIDES . TYP . TO MTL WA�L GUARD f CONCo 1NALL ( PC) � p 'J � METAL CAP FLASHING W/ ENDS 1 ' - 0 " = V� � ON PRESSURE TREATED WOOD ELE�ATI � N � m I— s H BLOCKWG � � 1/4° = 1 '-0" wrestramp.dw9 � W C'3 � 2 X 2 GA�V STEEL TUBE PTD _ ¢ W = SE �TI � N DETAIL � � � � (n t� oz 1 1/2" _ � '-0" westramp.dwg Q � � O � z ¢ � � � N � M NQ � O Q y M X J Q Q � 1 /2 " PLATE BRACKET WELDED = Q � � � J T O N E W W A L L G U A R D . ( P T D) � � � <C � p G� Q �° W .,,\ U NEW CONC . WALL W FORM LINER 33�4 �'!� � � � � � _� TEXTURE ON BOTH SIDES . � W W � ( INTEGRAL COLOR) ( RE. STRUCT. ) � � Z � PEDESTRIAt� G�TE STQRAGE � Sl"ACK BOTH GATES ON SAME Q � OC BRAGKETS . � $ 3/4 X 3/4 GALV STEEL BAR PTD � 2 X 2 GALV STEEL TUBE PTD A 205 A 205 \ � I � . 2 X 2 GALV STEEL TUBE � pp � � 1 /2 " PLATE BRACKET WELDED TOP RAIL PTD 3 " TYP . � � TO NEW WALL GUARD . ( PTD) � _ � � � v � m _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � � � , � � � 6 � � » - - - - - - - - - - - - - - - - - � � � � - - _ _ � _ _ _ _ _ _ = = = = = = = = = _ .� � � o u' 33/4 p � �. _. � � - - - - — 1 ' - 0 " TYP . � 2 X 2 GALV STEE� TUBE 2 1 �2 �� MAX � B��iTQ M RAI L PTD SECTION DETAIL LE!l�TiC} N : ELE�lATIQN 1 1/2" = 1 '-0" westramp.dwg 1/4" = 1 '-0" westramp.dwg 1/4" = 1 '-0" westramp.dwg �� . � � � � 1 p - 0 " HANL� RAI � EXTENSION � RETURN TO POST. TYP . 1 1 /2 " HANDRAIL ATfACHED �i � TO NEW CONC . WALL AT 4-" "� � LIGHT FIXTURE. SPAC: EQUAL�Y O . C . MAX . TYP . 1 FORCONSTRUCTION 6.30.2010 BETWEEN END FIXTUfES U . N . O . ISS.# DESCRIPTION DATE NEW PREFINISHED SHEET METAL CAP FLASHING W/ ENDS TO MATCH EXISTING ARCHITECT'SPROJECTNO. : 21064.04 METAL. WAL� GUARD A�f S (VOW PLOW QPENII� GS lYP . ELE1/ATIC� iV 1/4" = 1 '-0" westramp.dwg KEY PLAN AREA B � METAL WAL� GUARD AT sNOw P �ow oPENiNCS WEST PED . RAMP � �P . ELEVATIONS , & SECTIONS � — m . � _� ._ _ __ _. . _� m. . . �m�m _ � �� . ,.�om�� ,� �� _ � , . °'� � PREFINISHED SHEET METAL FLAT 1 PREFINISHED SHEEf METAL FLAT �� -� SEAM SHINGLE ROQFING SEAM SHINGLE ROOFING � , m''�� A 207 ON UNDERLAYMENT. ATTACHMENT � �} �-� �� i� � y � ON UNDERLAYMENT. ATTACHMENT OF ROOF SHINGLES ENGINEERED � OF ROOF SHINGLES ENGINEERED BY MANUFACTURER , TYP . �Q� ` � m� � . TA . DECK � BY MANUFACTURER , TYP . �'�,,, � , . T. O . DECK STAINED 4X T&G DECKING ( RE: STR CT. ) . � ��✓�j' + 11 - 1 A. F. F. — — — — � � STAINEQ 4X T&G DECKING ( RE: STRUCT. ) + 11 - 1 �. FaFe � � T. O . BEA STAINED HT NAILER (RE : STRUCT. ) �_,� � T� � � , � �� _ _ � N ^ � STAINED HT NAILER ( RE: STRUCT. ) � • � + 10 - 0 A. F. F. �'�=p�AoFoFe � 10 , � ( 10 K 30 BEAM TAPER 5 -�...,,.. 5 copyright 2010 � �� ENDS TO 6 " ( RE: STRUCT. ) ( IP) � `"� A 207 -�''�� ------ W 10 X 30 BEAM TAPER 424� Arch itectu re I nc. � T• 0 . _B .EAM ENDS TO 6 " (RE: STRUGT. ) ��+7 �-9�,- A. F. F. -�'�� — — — — ( IP} + 7 — 9 A. FoF. OWNER TOWNOFVAIL DEPARTMENT OF PUBLIC WORKS W� COLUMN ( RE: STRUCT. ) ( IP) � W8 COLUMN 1309 ELKHORN DRIVE W8 C � LUMN ( RE: STRUCT. ) ( IP) VAIL, C0 81632 �--�""` HIGH PERFORMANCE COATED ( RE: STRUCT. � ( IP) t: 970.479.2158 t� ETAL RAI �WG (TYP . ) --�""-- NEW 1 ' - 8 " SQUARE CONC . NEW 1 ° - � 9e SQU�;RE HIGH PERFORMANCE ARCHITECT 4240ARCHITECTUREINC ' PEDESTAL. CHAMFER ALL EXPOSED CONC . PEDESTA�.. COATED METAL RAILING 3003LARIMERSTREET -�-"� EDGES . ( INTEGRAL COLOR) CHAMFER ALL �� -�-YP . � DENVER, CO80205 t: 303.292.3388 f: 303.292.3113 ( RE: STRUCT. ) EXPOSED EDGES . NEW GUARDRAI � CONSTRUCTION : (INTEGRAL � � LC? R} » CIVIL ALPINE ENGINEERING INC, �—� NEW CONC . WALL EXTENSION 2 DIA MTL PIPE POSI"S AND RAILS T. O . CONC�,( GUARDRAILS CUT�AND CAPREX STEGRAL COLOR . ( REe STRUCTa } » ENGINEER 34510U .S: 6 UNITA-9 � ) Wf 1 DIA. BALUSTERS EQUALLY EDWARDS, CO81632 _ TING PIPE T. O . CONC . GUARdRAILS SPACED BETWEEN POSTS . ( PC} t: 970.926.3373 ' f: 970.926.3390 + 3 - 7 A. F. F. GUARDRAIL AT EAST STAIR . + 3 - 7 A. F. Fo ^ PROVIDE NEW PREFINISHED �— SURVEYOR PEAKLANDCONSULTANTS, INC. SHEET MEfA� CAP FLASHING W/ CONC . PEDESTAL ( INTEGRAL COLOR) 1000LIONSRIDGELOOP EfVDS TO MATCH EXISTING AT PRQVIDE I� E� ;, � (RE: STRUCT. ) VAIL, C0 81675 BOTH STAIRS . PREFINISHED SHEEf� ' 6 " HIGH X 8 " WIDE CONC . CURB t: 970.476.8644 6 „ HIGH X � " WIDE CONC . CURB MEf�AL C�,P FLASHlNG , ` ;, ` ( INTEGRAL COLOR W f ENDS T� ( INTEGRAL COLOR) ( RE: STRUCT. ) STRUCTURAL MARTINIMARTININC. � � � s � �� r � � � � „ „ - � ENGINEER � � � 12499 WEST COLFAX AVE MATCH E3CISTI �IG h ' � LAKEWOOD, CQ 80215 � �,, � EXISTING PRECAST CONC . PANEL r : � � � � � � � � � � � � � � � � � � �, ¢��,�,� � � � � � � � � � � � � � � � t: 303.431 .6100 � µ�s,;� �_. T. O . TOPPING SLAB F. F. '�'�`� T. Q . TOPPIRl � SLA� F, F. MEP BEAUDIN GANZE CONSULTING � � 9F �``�%� ' CC7NC . STAIR ENCLOSURE BEYOND -�— 0 - 0 3�� EQ . EQ . EQ . 3 �, ��f��'%`4 d — Q � „ ENGINEER 110 E. BEAVER CREEK BLVD. 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I ��. . � . . . , . . . — . . . � . . , . � � ^ i CIVIL ALPINE ENGINEERING, INC. NEW CONC. RETAINING — — — — — — ' NEW CONC. RETAINWG — — — — — — , WALLS W/ FORM LINER — — _ _ , — — _ _ _ _ WALLS WI FORM LINER � � _ — _ _ , _ _ _ — _ - ENGINEER 34510 U.S. 6 UNITA9 TEXTURE . QNTEGRAL COLOR) � — _ — — __ _ TEXTURE. (INTEGRAL CQLC3R} _ _ - _ _ EDWARDS, Cd 80205 — — — — • T. - — — � — — ` — � — — (RE: CIVIL) (RE : STRUCT.) _ _ � _ _ — — _ _ (RE: CIVI �} (RE . STRUG ) _ � — _ _ _ _ 970.926.3373 � — —_ _ —_ —_ _— _— — I :, � — —_ � _— — —_ —_ — - , � SURVEYOR PO OK ION HEAD LOOPNG, INC. .. .: A - . _ . . , '. — — — — — — — — — — — — — — — — VAIL, CO 81765 DAMPPROOFING W/ DRAINAGE PANEL. ___ _ _ _—_ _ _ _ _ DAMPPROOFING W! DRAINAG� 6�A� �E... �a _ ___ ___ -- __ 970.476.8644 EXTEND DOWN TO FOUNDATION ` EXTEND DOWN TO FOUNDATIOtV _ _ _ _ _ _ I' — — — — — � — LANDSCAPE MARY HART DESIGN DRAINS (RE: CIVIL) TERMINATE — _ _ — _ _ _ _ _ _ DRAINS (RE : CIVIL} TERMINATE — — — _ — _ _ _ __ _ POST OFFICE BOX 8258 DAMPROOFING 2 BELOW GRADE _ — __ _— — — — ' ( DAMPRO(JFING 2 BELOW Gf�AD� ' � — —_ _ —_ _ — _— BRECKENRIDGE, CO 80424 — — — — — — — — — — — — — — — — i — — ' l SAWCUT SLAB & t: 970.453.5878 _ — — — e — —--- — — _ — _ — — � _ _ _ _ _ — _ — REPLACE WITH ' STRUCTURAL MARTINIMARTIN, INC. — — _ _ — —_ _ _ _ _ _ _ _ _ _ _ REINFORCED ENGINEER 12499 WEST GOLFAX AVE. . � — — — — — — — � — — — — — � — — — CONCRETE SLAB LAKEWOOD, GO 80215 FLUID APPLIED WATERPROOFING = — _ _ — __ _ _ _ � FLUID APPLIED WATERPRQOFIIUC� — ° I _— — — — — — --— _ WITH SNOWMELT WI DRAINAGE PANEL. EXTEND — — — — _ _ W! DRAINAGE PANEL. EXTEt� C� � _ _ _ � -T _ _ ^ � WI LOOP ' t: 303.431 .6100 � — — — -- — DOWN TO FOUNDATION DRAINS = _ _ — _ _ = DOWN TO FC)UNDATION DRAINS �aa — _ _ _ _ _ _ = DETECTC�RS FOR MEP BEAUDIN GANZE CONSULTING (RE : CIVI �) TERMINATE WATERPROOFING — — — — — (RE: CIVIL} TERMINATE 1NATERF�R(�QFI �IG — — — — — — -- — — FUTURE ACCESS 6" BELOW GRADE . — — — — — _ _ _ _ 6" BELOW GRADE. . ! � — — _ — — _ = MACHINE. (RE' ' ENGINEER E OGE. BEAVER CREEK BLVD. SUITE 202 ! — _— — _ �1 ll ll — — __ - -�� ll �� : ��, �, ; — — — �� I � I —� I �. I � _ „ � — - — -� � I � I AVON, CO 81620 — — — — � � - . - � .- . - a �: � ' � �- .. < . 1 0 STRRIGHT — — , . ., < — � ; _ . � m � BEFORE ARC BEGIfV� �° — n- — ° " b _ . - 4 -• � � - - �, - E, t: 970.949.6108 1` - - - - - . � ° -.� r - — � _ — - -� � � aa4 — — — $ _ " a� o' 1 STONE VENEER � 4" . -� �_ — �- ` 4: p„ � � a ,. ,, � � — _— — - � — — - : � < . � ��i T� - _ �� ; Q .:� A331 ON CONC. WALL � � � � � � � � �. ' ° - �� .—� �. 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(INTEGRAL STONE VENEER PLANTER i 1 '-0° GUTTER '� CVEW CONG . BETWEN ° i ' — � � (RE : CIVIL) �ETAINING WALL. � RE: CIVI } �IN , ' — COLOR} (RE: STRUCT. } WITH STONE GAP. i I NEW HANDRAILS (If�TEGRAL COLO� } PILAST:RS TYP. ii i . � 1 � 1 LINE t3F NEW STAIR ABOVE --ll-� - O � A320 i 36" VERTICAL A320 ��E : STRUC�I'. ) �� i _ f � � � � � # " 2 LINE �F STAIR ABOVE - - ` ABOVE TREAD ! 2 — -. — - - - - — - — - — - - — - i i i i i - - '� � O �I O A330 i NC)SING� . RETURN A330 � � = C�3 � NEW CONCRETE STAIR W/ � EXTENSION TQ i� ___ ` � ~ � a - STONE VENEER ON NEW CONC . � � "° FUTURE CONTRUL i RETAINING WA��. WTEGRAL SNQWMELT (RE : STRUCT. ) i _ _ _ _ _ _ _ _ _ _ _ GUARDRRIL. (T} �TONE VEfVEER i �� - � � COLOR) (RE: STRUCT. ) (RE: MECH . ) i i - - - - - - - - - - - �'�-�``�TE� ��T� AND GATE. (N C} � i ii _ � � � C/? '� � STON � �AF'. ii � i - - - - - - - - - - - - NEW HANDRAILS 36" VERTICAL ABOVE - � - � � � � � J STONE VENEER PL.ANTER NEW GUARDRAIL TYP. i - - - - - - - - - - - - �+ i - �' WITH STONE CAP. 8 1 /2 FROM FACE fJF � TREAD NOSINGS . ATTACHED TO WALL. , STONE VENEER ON ii _ � W — �� NEW GOI�C . i� �DiAN — � - - - i i MAINTAIN 1 1 /2" G�EAR SPAGE �r NEW CONC. RE: CIVIL ' ii `y ' � WALL CAP Tt� CL OF - - - - - - - - - ' 6" CURB W/ e- ( } i _- � ( '� � Z ~ "CC A331 � �, � � -- BETWEEN FACE OF WALL AND , „ , _ „ RETAINING WALL. ii � � GUARDRAIL P4ST � - - - - - 1 -0 GUTTER '9 0 �l"RAIGHT , „ INTEGRAL CO�OR) � `° � C. I . P . CONC. WALL CAP. F HANDRAIL. RETURN EXTENSIQNS TC� RE: GIVIL) BEFCJRE ARC BEGIRIS 42 - 3 12 � 4' - 0" 12' � 3 1 /2" ii � CC � TYP 3 � i WA�L. (T) � � (RE : STRUCT. } � _ � ' � � � � ' i - EDGE OF EXISTING i NEW HANDRAILS 36" VERTICA� _ - - _ _ i - CONC. 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EXTEND A�sC'�/.q � e cfl r�'- , I (INTEGRAL C(�LOR} � _N — _ - ° � W RELC�CAI"ED Sl"ANDPIPE DOWN TO FOUNDATION DRAINS r R�i�` � o � (RE: STRUCT) � = I —_— E X j S I"( N G P E D E�T R I A N { e (RE : CIVIL) TERMINATE WATERPROOFING < — — — , . � A331 ° AUGN TOP OF TOPPING SLA� C}PE(VING � . 6" BELOW GRADE . � � y , T.O. CONG. : WITH EXOSTING GARAGE TOPPINC FLUID APPLIED WATERPROCIFINC� ____ i 4 ' D W/ DRAINAGE PANEL. EXTENCD - ° � EXISTING SLAB- NEW HANDRAILS 36" VERTICAL ABOVE � � �' 8162' - 3" SLAB ALONG ENTIRE OPENING DOWN TO FOUNDATICIN DRAINS — �, � ON-GRADE , WORK TREAD NOSINGS . RETURN EXTENSION TO RE: GIVIL} TERMINATE W�TERPRO(JFIIVG Q ' � — EXISTIRIG WALL LIMITED TC) GUARDRAIL. (T) �� • ,`� T.O. CORlC. ' 6" BELC)W GRADE. � ,` C ' RESTRIPING' NEW CONCRETE STAIR W/ � � �N o EXISTIfVG � SNOWMELT (RE STRUCT. ) ^�� ,��` � � V. I . F. (RE: MECH .) ;�' ^' T.�. CONC . - ^ - ° - - � BF TO FAC OF STONE VEN O R� � �W C(�NC. REl'AINING WALL ° - - - - ' E - F 00 ALIGN WITH �XISTING WA�L. , - NEW CONC. RETAINING WALL. ^4j 8161 ' - 0" 6� ' (RE : STRUCI". ) ° I (INTEGRAL COLOR) ALIGN WITH NEW CQhlG. TOPPING �XISTlNG (�OOR ADJACENT EXISTING WALL. (RE �LAB W/ SNQWMELT QN AND FRAME . - NO WORK STRUCT. � (RE: MECH .j RIGID INSUWTIO(V . SLOPE TO CXIJ I INI� F'LHN I tK 4 A331 DRAIRI D�WR! STAIRS. SLOPE 1 :48 NEi(V GUARD IL ,� � NEW CONC. TOPPING ~' EXI�TINC STt�RAG� 1 FOR CONSTRUCTION 6. 30 .2010 SLAB W/ SNOWMELT ON � AREA - NO W(�RK RIGID INSULATION . SLOPE TQ {VEt�V Fi�NDRAILS 36'° � ISS. # DESCRIPTION DATE DRAIN UNDER EXISTING �ti !lERTICALl��OVE TREl�L� �' PLANTER AND DOWN NOSINGS. RETURN ARCHITEGT'S PROJEGT N0. : 2 'I 064 .04 EXISTING STAIR. SLOPE 1 :48 ��T�� 10� �� (RE: STRUCT. ) ( RE: MECH . ) GUARDF2AIL. (T} RE: 6/A202 SI6v1 . 3 FdISERS @ 5° EA. - �� 2 TNREP,DS @ 1 ,_1 '° EA. '`,.,,� NEW FiAfU � ILS 36'° VERTICAL �\ ABQVE TREAD NOSINGS. � �� RETURhI EXTENSIONS TO SLAB EXISTING WALL ---� TYP. (T) � AND STAIR - PVO ALIGN TOP' OF TC)PPING WOF2K TNIS AREA SLAB WITH EXISTING TOP ' ' aF STAI � � � KEY PLAN � AREA C OOR PLANS � _ � � SW STAI R - LE�/ EL 2 = � �� - : � V�/ � TAI R - LEVEL 1 N � `" SCALE : 1 /8" = 1 '-0" SCALE : 1 !8" = 1 '-0" N O � � . . . � � Q . . . . . . . . .. N . . . . . . . . � . . . � . � . � ti --m-�,�..,�._.-____ _-_____..�._.___'___._�...�_..__�..„.w,,.�"' . � -�._ � .. . . . .. .... .. _ . . . ._.. . . . .. . . . . . . . . . . . _ . . . . _ . . . . . . . . . . .. . _ . . . . _. . .,,. .... _ .....� , : � . . . . ., .... . . . . . . .. , . . �.,- .�...-..,..�.....�. . . . . . . ... .... . . . -,.,�.- � r...�,a��,�---�_`.__.__�.____---,�..�.� NOTE: �� v� PRC�VIDE TRAFFIC COATING ON ALL �`Y -�---., °:s - TOPPING SLABS . EXTEND G�ATING 4° ' � � Q� CQf� � UP ALL VERT. CONC. SURFACES AT EDGES � : �� , �A,,�� OF TOPPING SLAB . EXTEND COATING UP � :;-, - BACK SIDE OF STEEL CHANNELS AT GUARDRAILS . TYP. �' E. 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LAKEWOOQ, GO80215 W�LL SGUPPER. �)PE 1 :48 � o t: 303.431 .6900 � r„ � � ALIGN TOP OF PAVERS WITH MEP BEAUDIN GANZE CONSULTING ' � EXiSTING GARAGE CURB ENGINEER ENGINEERS, INC. SCJPPER LO � ALONG ENTIRE OPENING 110 E. BEAVER CREEK BLVD. SUITE 202 _ ( _ AVON, CO 81620 E - E t: 970.949.6108 �I SLOPE c, ', A34 A360 T(3 DRAIN � � �� T.Q . CO(VC . EDGE OF CC)NC . STAIR � � .17�0 _ g�� ( STRUCTURE (RE : STRUCT.) � a T.O. EXISTING GONC. � J o � � �� CURB V. LF. � _ ' `" 8174' - 9 1 /2"� m y � � � ; � � � � � a i" I _ ' ' � � — Gb (� N � ��jr � � �3�a NEW HANDRAILS 36" � �" � � TREAD NOSINGSE T.O. CC1NC . � �_ � O J a RETURN EXTENSION 8�112" a � ~ � � � TQ GUARDRAIL. TYP. ' � � �. � � (T) �� NEW HANDR,4ILS 36" VERTICAL ABOVE � CC � � �4�� 1 TREAD NOSINGS. ATTACHED TO WAL�. 0 � ,. ` A320 � � MAINTAIN 1 1 /2" CLEAR SPACE � � Z O � BETWEEN FACE C)F WALL AND � � �.. A330 � HANDRAIL. ATTACH 4'-0" O .C. 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ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 80205 970.926.3373 SURVEYOR PEAK LAND GONSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 970.476.8644 LANDSCAPE MARY HART DESIGN POST OFFICE BOX 8258 BRECKENRIDGE, CO 80424 t: 970.453.5878 STRUCTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 t: 303.431 .6100 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK BLVQ. SUITE 202 AVON, CO 81620 t: 970.949.6108 � � Z � � � � � � � � � � � � � �..IJ Z � � . NEW CC7NC. WALL QNTEGRA� � � � � ffi COLOR) (RE: STRUCT. ) W/ � � � Z 0 _ PREFINISHED SHEET METAL CAP � � � � � � /� LJ�. � _ ° 2 EXISTING WALL - NO WORK � v � � � � �` NEW 6" X 2' - 6" SCUPPER. A�0 A330 � � O � � � ALIGN BOTTOM WITH LANDING � POST �IGHT FIXTURE, TYP. AT � SURFACE . SLOPE TO QRAIN ' GUARDRAIL POST. (RE: ELEC . ) � � V � O � � � Z ,,�, � v I � Q I y � NEW CONC. 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MIR. �.a � � ; '� ° a. � BELOW GRAQE, �ORITROL JOINT ' ARCHITECT'S PROJEGT N0. : Z 'I OF4 .O4 EXTEND DOWN T� � a � �° ;� � EXlSTING F'EDESTRIP;RI ' FOUNDATION ( , - . - : - � � - OPENING A360 ` - ., EXISTIiVG CQCVCRETE VALL ENTRP�NCE TQ LHPG L3 TO GARAGE � � :a _ DRAINS (RE : CIVIL) � ` � � < — — — - TERMINATE �: a � aa � .° � °e o .- WATERPROOFING 6" — — � ° — — — BELOW GRADE. _ __ ` - � ;. � . � — : 0 � .< _ a � � — — —�— —' — �' — . . : � I � " a ' — . . F n ," . . I � ' f � �_ _ _.. �_ . _ .; .. _ — __ e ' . _ Qa . ' ' 4 ,,,: ' '. , .. � . : , . � : , , � .` ..' .•. ' ` . . ` , . .r . .. , . , . , „ ' � � � ., d _ � _ _ _ _ _ _ ' ' . ' _ . .', � ' :_ ' c ' . . � " -. . • ' :a . — a _ _ — _ _ _ — _ _ _ _— _ . . � _ _ _ _ _ _ _ _ , . . ., , . , . , . . , . . .. . ' " • ', . 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SLAB A340 ' AND BEAMS (RE: STRUCT.) ' NEW META� GUARQRAIL OWNER TOWN OF VAIL �EYCJND DEPARTMENT OF PUBLIG WORKS , � . - � � ° ^ � 1309 ELKHORN DRIVE � � , � VAIL, CO 81632 . . . n . � , , a ' v . - o > . � . . . . . . . . . o _ . : a ,- a .. ` ` . " a . . 'a . . . NEW LIGHT FIXTURE (RE : ELEC.) � ' ` °� � -. �� ,� '. • GONTROL JC�INT. EXTEND DOWN 970.479.2958 . . � . . � � .4 : � � � 'e " . . . � . ° . . . � . a ° BOTH S ! [�ES U� PIL�STER. TYP. - �� e = a .a � I . . . NEW SUSPENDED CORRUGATED = ° � ' � � � ° - � ' � � " " ' � ARCHITECT 4240 ARCHITECTURE INC ' a _ , . METAL PANEL CEILING. 3003 LARIMER STREET EXISTING TOPPING SLAP ON ----� ', • LIGHT FIXTURE TYP. DENVER, CO 80205 (RE: ELEC, } �ERJTER (�N t: 303.292.3388 f: 303.292.3113 GONC. STRUCTURE TO � I CONTRQL JOIfUTS GONTROL JOINT. IXTEND DQWN CIVIL ALPINE ENGINEERING, INC. REMAIN � � BQTH SIDES OF P'_ASTER. TYP. ENGINEER 34510 U.S. 6 UNITA9 G LEVEL 2 - SOUTH � �� — — — — — — — �— : — GRADE BEYOND EDWARDS, CO 80205 8162 - 0 _ . n 970.926.3373 � � � — '- ' — � — � — — — SURVEYOR PEAK LAND CONSULTING, INC. SW STAIR LEVEL 2 ' I PLANTER W/ CUT iTONE CAP , H 'I 6 'I � - O ° _ _ 1000 LIONSHEAD �OOP VAIL, GO 81765 _ ; G� � CUR� AND GUTTE2 970.476.8644 STONE VENEER ON NEW CONG. ' _ . . _° ° ° � _' "' ---� ,..�. _ o o a (RE: CIVIL} 2' - 9" T. O. COtJC. CAP � �ANDSCAPE MARY HART DESIGN RETAINING WALL. (RE: STRUCT.) ' , __ � .,,._ � � ' _ _ , 8157' - 0 3/4" POST OFFICE BOX 8258 � : , _ _ ---- ..._ _ NEW OPENING . (RE : STRUCT. ) � � " — �'" BRECKENRIDGE, C0 80424 `ALIGN _ ns _ �- _"'. -� � � t: 970.453.5878 � T.O. PLANTER _ _ _ . TYP. _ , _ , . . , _ �� _ `°� _,...�. � 6" CONC. CAP NEW CONCRETE MEDIAN _ _ � r� 8154 10 1 /2 �, � W/ 1 112" OVERFiAf�G STRUCTURAL MARTINIMARTIN, INC. (RE: CIVIL) "° ._ @ STONE ENGINEER 12499 WEST COLFAX AVE. _ _ _ ; _ _ -.. ,,,,_ ;,,,_ LAKEWOOD� CO 80215 NEW GARAGE ENTRY ' � , _ _ _ _ _ _ __ _ _ '' ,,,,,- -..:. t: 303.431 .6100 DRIVE . (RE : CIVIL) _ _ _ _ _ _ _ : .e . p 4 . . �- - . , . ad. � - . . _ d - , - . _ �- - 9 - - < , ' ONSULTING a , a a . . :. . . . . . . . . . . ' ' • ' ' ....,: .i , _ �. . < . _,. _ . . J . .`__ . ... . , y ... . , . i _ _ _ . � , a _ _ _ ' . .- . , - r . � . . • . �. . , . . . . . .- _ _ ] _ . �� . � . . . . ' , ., � , v ' . , " _ .. , .. : : .. . . .. .. . . .. . . . . . . . : . . �- • � , , � , - . . , , . _ - - - — — ENGINEER . _ . . . - — — — — MEP BEAUDIN GANZE C EN�INEERS, INC G LEVEL 1 SOUTH . - a= - � - - - - - - - - - — — — — — — 110 E. BEAVER CREEK BLVD. SUITE 202 8151 ' - 0° — — — _Q.—� �� _='` = `° ` ; � j° '4 � '- — — — = — - � �� —�I � — = _ _ = — _ _ — — — = _ _ = AvoN, co s� s2o _ . . , . . . , _ _ _�_ � i _ _ � — — I I I I 1 =II I I I 1 = 1 I I I I 1 = 1 I I — I I — I I I - 1 I I — I I I - 1 I I — I I I - 1 I 1 = 1 I I ( f I - 1 I 1 = 1 I I — I I I — I I 1 = 1 I 1 = 1 I I - 1 I I I I I I I I I I I - 1 I 1 I I I — I I 1 = 1 I I - 1 I 1l _ II I - 1 I — I I I _ I ( = I I t: 970.949.6108 2' - 101 /2" 18' - 3" 17' - 2" 3' - 71 /2" � � �V`/ � TAIR - TFAN �VERSE SE �TII� �I / ELEV�4T ( � N Z � SCALE : 1 !4" = 1 '-0° � �.1 , � m y � F- H � e � ' W � � 1 I..� � W �. A340 A331 � � �r � � T.U. WALL 42" MIIiV . ABOVE � � Z C� ° ADJACENT LANDING. COORDINATE � T.t�. CQt� �. CAF' � � '��. � Q NEW CC'�NC. WALL (INTEGRAL � � � � � T.O. CONC. GAF' � - 1 GOLOR) {�t�: STRUCT. ) W/ � � � � O PFtE�INISHED SFIEET METAL W O � 8178' - 5" 1 - 7 3/4 WALL. CR� a � � � POST LIGHT FIXTURE, TYP. AT � Z GUARDRAIL POST. RE: ELEV hIEW �ORIC. STAIR W/ SNOWMELT AND y � � FOR LOCATIONS . (RE: ELEC.) TRAFFIG �C}ATINC� {RE: STRUCT. ) (RE: MECH .) � � "' METAL GUARDRAIL RE: 6/A202 SIM . � W W � ( �XIS7ING TCIPPING SLAP ON � � H � � PR�FlRIISHED METAL - .° CONC. STRUCTUR� TO Q Z' � � COf�P0�11"� PAhIEL SYSTEM � ° ��I � W � � T.o. sTONE - °° � SW STAIR LEVEL 3 co�T�oL Joi �T. � �� Dow� s77 � � - a � i2�° �= �4 8174' _ ga� . a: BOTH SIDES OF PILASTER. Tl'P. _ - \ ; �. � ..� � ._.ee�s . ._.. . d �� e � � �� G LEVEL 3 - SOUTH � pap �► ' GRADE BEYONd . 42" MW . '"� � �' — — � _ �� 8174 0 � y �y BELOW T.O. RETAINING � T.Q• STONE : �„ a �,, � WALL. �8167' - 5 3/4° °',. � m � CUT STONE CAP AT .-° � _ � ° , � - � ' PILASTERS. TYP. _ i° ''� _ _ . ;a � �d � .. � ' a .. " . �� - �� . � �� ' �� ' � � ° - .= . -�a �< . , a ( ,' � . ��-- iVEW C06VC. �TRUCT. SLAB AND BEAMS V _ � a ; • � , . (RE : Sl�Rl1CT. ) � _ _ , . o � � _ a LIGHT FIXTURE TYP. (RE : ELEG. ) _ : NEW GQNC . R:TAINING WALL CENTER ON PILASTERS. 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CAP _ `'' . ^ W/ 1 112" OVERHANG ..._ -" ° _ a ARCHITECT'S PROJECT N0. : 2"I064.O4 _ — `'� _ ' — NE1N OPENING. (RE : STRUCT. ) @ STONE , -- _ ao _... ..... _ � �, _ a„ �.. 4 . . T -- °°" _.:__ — NEW GARAGE �NTRY . _ TYP. _. _ A360 . . , _ . , _, ; , _ _ _ RIVE ( E . Cl�ll ) —____ . . - - ,- . � ,. . , : .. , - . , , . _ _ . ,_ , ,_ ,, , , , , . . - . - , . ,: . , . .. , ,. _ . ,_ . • . ._ , , _ _ , ., . , , „ . , • , , , , ,, , , ,, , ,, , _ . t , . . . _ , . . .�, _. _ , _ , . . _ . . _ _ , , , , - �- - - - - � d . 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ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 80205 970.926.3373 � SURVEYOR PEAK LAND CONSULTING, INC. A360 1000 LIONSHEAD LOOP • � • � g � • VAIL, C081765 970.476.8644 ° • � < - - � ' LANDSCAPE MARY HART DESIGN I ' . � " . a- , - d � , ., � GAST IN PLACE CONC. POST OFFICE BOX 8258 � � . � a a . . , - � w iNALL CAP. TYP. BRECKENRIDGE, CQ 80424 . � , . ' ' � °. . ,. {INTEGRAL COLOR) (RE: ` ° . � •- -a � a t: 970.453.5878 " : �:�„ a �, � ' � STRUCT.} STRUCTURAL MARTINIMARTIN, INC. TRAFFIG COATING . EXTENCD COATING 4° a . � : ^.- °�� ', a � ' , de, , `�� ENGINEER 12499 WEST COLFAX AVE. UP ALL VERT. CONC. SURFAGES AT EDG�S - °� " °� � LAKEWOOD, CO 80215 OF TOPPING SLAB . TERMINATE VVI REGLET ° : a 4 4 , , , � , �` — GONC . RETAINING WALL FLASHING . EXTEND COATING UP °. ° ' - d` : ,a �_ . � ; ` (INTEGRAL COLOR) (RE: t: 303.431 .6100 BACK SIDE OF STEEL CHARlNELS AT a .,• = a< ` , ;a ..° 1� STRUCT. } GUARDRAILS . TYP. < ` - _ ' q , , �\ MEP BEAUDM GANZE CONSULTING ;a. a, .a . � _ , � ,, ENGINEER ENGINEERS, ING. � ¢° � �" ° ° - 110 E. BEAVER CREEK BLVD. SUITE 202 4" TOPPING SLAB W/ = . - � � � " � ' AVON, CO 81620 SNOWMELT . . , ON 2" RIGID INSULATION 4 ,6 a a aa ' , ' t: 970.949.6108 (RE: STRUCT.) a: . o , .-° a . � •: �� _ 2 — — — — — — � . 12" CHANNEL ARCH . _ - : < >� � P,360 � .a a .Q. : . a a � _ ;- a . - - °• ' - a - : a: . , STRINGER (RE : STRUCT. FOR . � � ' � . ; ° � � . -. . g , -. : : � � . � � '� ,-', b : . . a� . � � ATTACHMENT. PTD\ - .a = �- �' * � : , a , ° �o • ° � 4 �� , . _ _ ) � / — — _ —� ' � � opQ�. . � °` '.. � �� , CUT STONE CAP . . . . . . a ' . : ad' O 'ab �. � a :,a `;,j �; a Q ad• a. , a �� . _ _ _ — — '. 4n4 a� " .•Aad '. .a � �� ' ,\ I . — , . . .. . . . . � , r � � _ _ ' , �� d e : a � � e - : : �� ' �� = . GUARDRAIL — ` ` .� � ' � � � °, �- ' = . ' � !.::.� ° I"I.� _ � d. a . . ° - - - I� °° I_ . . . . � . . . — _ _ _ . .° gl � .n : :Q a ° . . -o ` � aQa, ,` 8 ` a . �� ' ±`d a ` a a ,Q , a . .a ,. VOIVV. JLl1� f1NQ . . ' _ _ _ _ _ _ , ' 9 a ., .aq" Y ' . :. �� ,.� . . � y � ! a�� 4 - � ' = 4- " - ' ° . - - - a '= o : . : , BEAM (RE : STRUCT.} — — . � . . a;e , ; , , a . �.'� I.L� Z � O. � - - a - ° aa , o . — — — — _ °° . ° -. , a°- � - � � � � � . . _ o ° - ° .aa , r� ', : . • . �, . , .. . — — — Q ': a o . " . a . , ^ a - � � � � . �� a , , ° b �., 6. � g a 4 9 a a 1 . ` � . _ _ — _ a; ' � ,. _ a �` , �•.,, \ . � w . . . . ' d o a . . ,�a , c . ' tl� .' ., a : d� . ' , _. '" , . . . . — _ _ _ a � Q � 4 ` d ^�4 - „ \ \'4 :�\ � � � � � � � . . . . ' , . Q _ .a ; ' a _ - a _ , a — _ _ _ � -.'. . . ' ' \ � � . � � � ` ` ' y i^ . 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EXTEND � � � � a , o . . , P� . ; a -' ° ' ` - -, A �' a ,J d � ,a._a '•q . — — _ _ a . , ' -G� ' ,- a . d `� . �-- � � DOWN TO FOUNDATION DRAINS � � •a r- � ", � • � — — — — — (RE : CIVIL} TERMINATE WATERPR(�OFING � m C� � � a ;' a , a a_ °� ' ° , °: . 'a � " � ; — — — — � � .a � . �" BELOW GRADE. � t/� W . . . . i . � ; a a ' ° . Q , ° ; � d : a _ p/J, a, a a d . . — _ _ q Q d .. . �- QQ � e \� ,r �F ' � �� \ ..' � � � ° �" � ° , , " . " �" GALV FRAMING — — — — — � P = ° .° a : ,. � ' <' � m ' �� < d� 4 "' = ` d' - ` � - � °�° � � " ° - . ' �. ; - ATTACHED TO UNDERSIDE — — — - - ` a � Q� . :a a" ., � �� :�� ` , \ � � _ OF BEAM AND WELDEd = — � ; a� a�; ,; pa4 ; `` ,, v TO 15 CHANNEL _ _ _ _ , � � - � � � W — — ' �a � ,� , . . � _ ' , ` ` , ,�— ALIGN T.O . CONC. WITH ADJACENT � GALV. MTL FRAME HUNG FROM _ _ _ _ ° b �' ' �� PLANTER WALL T.0. CONC. (RE: STRUCT. ) - STRUCTURE ABOVE TO SUPPORT — — — — _ °. a � � � ,tl a� `" ' 49 � � : CEILING. — — - a - ° � a . 4 . a a .; 4 � , �`• : �,, STONE SHELF , PREFINISHED SUSPENDED �EEP DECK = — — � Q;�_ : � ° ', �° ; ` ' a q � ' \ a . . , . . ; a< . , SEALANT JOINT BETWEEN - _ METAL CEILING SYSTEM = _ _ _ _ - 4 - '; . -� p�' ' 'Qa ;. ' ,A . , ' CURB ANQ WALL FOOTER (RE: CIVIL) _ — — � ° 4 a ' ° � ° A a o � FILLER — , .`. °',, . . �-. . - '' :e : ° ' .�.Q - , _ ti`i; e . vo � _ . - Qo ; . ot4 ' y, , A ~ � _ „ " : e , . , � 6" CURBANDGUTTER ; - ° a < (RE : GIVIL} a. � , , .a ^� d. . e " . . e, a . ' d' .�`'n ' a .. d ' ' 4_ -- • . , . — _ _ ' n , . . . . . . � ' , � - . . . — — _ .� d ' � . .' a � a . . A . Q 'a ` . �a , � . . . . d Q � a � 4 a . . . O , e � . � . . — — a ... , � . d , " � r ap, d . a - , a � ' . . � � PREFINISHED METAL COMPOSITE F'AN �L SYST�M = _ _ _ _ -° �4 -� ° ' a "' ' < e _, . — — FOUNDATION DRAIN (RE : CIVIL) . � = ON 5/8" EXT. SHEATHING — — — _ . - 4 , - ° , ., A 4 '- „ ' ° d "- ° , — _ °� 4 a a Q �' , � � _ • � - — — — — — � : d� : , . ° � ° � °° — 1 FOR CONSTRUCTION 6.30 .2010 — — _— — °_ � a :, a�' ° , °a , � ..o � a- --� ; _' —_ _ — ° fl° ¢ �, a _ ISS. # DESCRIPTION DATE . . . . . • � m � • — _ _ _ � ; �" . , oa . :, 9 ' aa � � a �, af: , , _ . g - — — — " � , � . " _ ' ° ' ' ; �, ,b � :, ° "° �- ARCHITECT'S PROJECT N0. : 2'I 064 .�4 A360 - — — — a _ � :° A ' ° � : ° . .. `° ` ' .o ° 4: � a • . a°.° . CONG. FQQTWG (RE : STRUCT.) � � � � � — — — — ° . , . � g , e ; .� ; , . — � - � 15" CHANNEL - ��, �,'� _ — , � ° . ; ° `". : . °' . � a N ,. .p , . � � `�r��\�� ° • ' a.a Q' o a � - � � ' � . � ,�A a � , h: - a - ° ' j ' PTD. (RE : STRUCT. ) � C`��,..= C � ��C --' � ° ' . - �. ., q . : ,a . a � ° a o < , a , d a - p . � .� . � . . . \`�r� � \`� 'C" �� ' , � a . " .. ' ad . A, ; .� ,a e tr . __ , a 'a , d ' �y , � . . . ' / � . � h `� � � 1 a •. aa ' '. a ` ad � , � n ' a • 4 . 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' . . . . . . � . . . - ' • . a: ,- Oa - � 1l2�r � a� (; a�� CONC. WALL. (INTEGRAL COL�R} ° - " ` � Q< . Q� ' : a :n . � �,��K, � � � (RE : STRUCT. ) < . : .- , : r � ; . i � . .. � .`= y �� . `Q a ` a � < � - " , . . gry pg �q a ' c c a � . ' . , M. ' . Q o ' ` ; - p . ° a" ' Q, . s, py� t..R '� ytlF � . . . . . . . . . � . q : . ' � ."a " _ a , d . " . N . . d .. �a . , . � 4m. . � t�""'41 v G+� � .. � � . . . . �. . � . � . . . � � �� J ., . � ,4 " :' . Qa ' 4 ` 'a. °` , a ' a " . ' a ` ' d . . l� .; . 3 ° . e , n`� ° , da , . . . � ' s .� qfi p�+� �'°E . . � . . . . . - . . � d t ' . . :° . ^ 4� e . ,. . • a ' • �4 . , m• , ;Q . , �Q F. - I� �jq�q �i w., @ , . . . . � � . . . . � . � . b. d . Jd , , . 4 a q . T a : - ° 4 " .' 4 1 . 4Y4✓ ! i � � i.d . GALV. SUSPENSION CABLE ,. ,ap ` , q4 . . ° e _ QQ , <� .. ' , . ° � - �` . .q - � ' ' ' � , � o ° _ � °'^ � `ao � �pa .� , � Q _ ..' a ,- : ° °;u . a ,,n � , , GALV. 6" MTLFRAMING �° aa a a "= ea ' � a , �4a '- .oe.' . 4 ` a o: . � , o �` : a . ° . �� e - a - e � a :Q -�e - � " °� , AB � � e " ` �� - �� , . _ _ �� . �' a . � . � . � � . � � . . . � � . . � � . � . _ a .a ,a . . ' . . ; < , p d . a� � n : a i• 'n a � a .° a , a � .. � � . � . . .. � . . � . . � � , "ad � °' �° yn Q ' , < � . , , , d � . ' 0 - U'P . , 4 �4� a " ° . , � . ��'" � � � 9 a . ` `� .. � " ' , i _ _ :a.. ' a. " , d . . a a . . . � �",.. �F 5/8" EXT. SHEATHING . EXTEND , ' � -. - . . - �. ° :-. � d- -b � ; '<. � ` , n =. ' �� ' �e . - .,°- � , , _ <�,� � ; . Q : d aa , . � � . . , . - - � . . . . . . , ° . e ".� ' , o , . - '� a " d ,o .' ', • `. _ , : a " � . . � . ^ ' ' Q' ' ` �� C. i .P. CONC . 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RETAINWG WALL CEILING SYSTEM - SEALANT W/ BACKER Rt�D £ sf N WELl�ED �TC} CC�N�NECTIQN a ; a, . , < � ° a ', '. ` �` � (INTEGRA� CO�OR} (RE: STRUCT. ) 1309 ELKHdRN DRIVE : ' , � ; • ' � VAIL, CO 81632 �, k ,, o _ PLIkT� � a �a : '- e• . - � ', a 970.479.2158 SEALANT , � �1 � STRIfV �ER BELOW . a a ; ' ; � � ., ' ' ARCHITECT 4240 ARCHITECTURE INC PREFINISHED METAL COMPOSITE � - 3003 LARIMER STREET PANEL SYSTEM DENVER, CO 80205 t: 303.292.3388 f: 303.292.3113 CIVIL ALPWE ENGINEERING, INC. 5/8" EXT. SHEATHING ENGINEER 34510 U.S. 6 UNITA9 EXTEND UP 6" ABOVE CEILING CEILING DETAIL PLAN DETAIL RET'AIIVIC� � �� LL G (� NC . I�AP 9 09268373080205 � SCALE: 3" = 1 '-0" SCALE: 1 1 2" = 1 '- " • ° - �_ �� SURVEYOR PEAK LAND CONSULTING, INC. ! 0 S C A L E . 1 1 /2 1 0 1000 LIONSHEAD LOOP VAIL, CQ 81765 _„__----- C�77N�. RE7'AINT( �1G WALL 97d.476.8644 (� �1TEGRAL GOLCIR) (R� : STRUCT.} LANDSCAPE MARY HART DE51GN . . : - , . .o � _ - t - -,-: \ POST OFFICE BOX 8258 e-a - `, , d : - � a _ " ,� �T(�NE itENE�R BRECKENRIDGE, CO 80424 a . a e - � • <, �� ; . , .� . . . � . � . � . . . � . . � . . < � ` d ', �!i� e � < �, , \ . . . . . . . . . � . � _ :,-. : . p ; �; �� , . ' . t: 970.453.5878 d � , a =, ' . ' ' �', , r ., , . � =,`_', _:�.�• . ,� - '1 : .5 ',, , :, :,.- - . ' �, -. , ; , � . . C lJ fR! ��. G�OUI� 5/8" EXT. SHEATHING a . . � '. . ,- o �^ . : ' 9a ." � � , .��•;� , ' -_. : ; . . - ENGINEER L RTIN�FAX A E � �� STRUCTURA MARTINIMA - . d - .a ' `�., SC)LID. i1ZE AfVD COURSE � , ° - . 4 . a . , , ,. •� 12499 WEST C0 V . 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". ," Q a a , - Q � ° _ � 4' ' a � a A " q. . � . Gn (� \ � _ _.— ' 6 d "' a g . . . � . . . . . , . . � , " • ,_ . °.` , o ` , a' " ,.� ' 4. - , � . a'` J . l'ONC. STONE `�,, �d �, . . . . . �. �. . . � � 4 ° a; . : ; - < , � , Q Q a . d` . . Q , ` . . , a _. ' ° � ea - P °- -aa _ Aa � �� . ` ' - � 0 LEDGE (RE : STRUGT. } `, '� � `- � � � � — ——— — � - .° . . . . ; a. °- . . � . . . ' � . � . . � _ "O � � " ' a ° . . a " d � Q ' °, " _ . 'a ^ " .. - ' �°° d . ,a , . . . . `�--r-R", _ � " . P a �' n . � e a � . . . . . . . � . . . . . _ _ ,. - . - a � . . o a ' . . Qy Q , ; \ . a . , ' e ' @ . 4 _ _ _ . . ��_� _ ��_ _ ' t • � . . � • - ,\ d • a — — ° " gd. , p'� ea, = , a ` ` °`a, ' . 6. , ` -,aa` . . - ` . , Q. ^ . a ` a a - a- ° . , b Qe .a � �' , ; ,. a� -, �� FLUIDAPPLIED WATER�ROOFING �,, ° ° ° n = Q -, — — ��-{ . e - . . . � - � ap;\ . , � . , _ I — �- 1 I 1 — '. � - - . - . '; � . „ — � :o : .a � . , , ; , �. , � - ;° � � , .a . - ao- , ` .�a a : ` Q ° � _ ^ � : e . � . , . .: #� , 4 .. ; �, < ; :� -- NIEMBRANE ,, '` '� : �- � � -� '° - ` — — — 4 -. � 5 CONC. STONE _ — - . . �° - - , � " 4 : -. , -, °- a . " -Q . °. = : :, ° = a - .` a �� a; : ; a . :. a . � . �. .� ' ,• . - �- � -, , , �: �" �' — — — EDGE OF STONE ABOVE ,. \. : ,.a : _ ,�; . : T — . - ° • a -< ' . a� a . ,, '; :, - � .- ° • ' � . , d ` .n I.EDGE (RE: STRUCT.) _ — — — : aq : ��a �� : <° -. � � - �� , a `- '- � � - ' � -: ° � ': . ' .. ° " "a Q " > �. ^4 < a ; - ° a . _ .. 4 :. a ' -, - '. - � d � ' . . _ — PLANTER. BOTFi SI �E� SEALANT JOINT BENEEN �`` � , -� - o ' " — — ——— �, .= - ; a ; _ . , da�-. _ _ . . _ _ , . . :_ . . <, , . - << _ aa. ; . :- aa„a,, '� _ _ CURB AND WALL FOOT:R . �� ;� -. . . a ` Q ' — — — — ° :' '. qa �. : 9. .1aa , �- . - " �� a a � . . d , ' . . . a PLANTING MEDIUM = _ - <.: a � : 4< : .d_- �- . �� - . a � � , 'a ' - ,.-' °. . ��° �o � '; a4_. �_a . - a�e °. ' a � �. . �� . . : , : . a - :, ` ' " . . < � ' . - �- — (RE: CIVIL) . °_ ° .� -.4 - — — — — - .. , .4 ,.- a ;' . . � - "-.Q a" , (RE : LANDSCAPE) — . :� � . . . "° a�� ' . = °Qa • - -.. -a ' a_ a, : . : , -a = . "• . . . . = °. �, -. - . ,a -� ', . ` - - . .'� , � � ^ , g_ . � a — �� " : .� .' " � , � � � — — — — — �` ° � ' ^ � - a e '- . '- ' � 4. � — — �. � � . - . . , ., ;a . - .4 � . <. . °-, -, „ , `o: �- ; : , , ,- n ' - _ . . , ,° ' - `dQ ° ' ;. � -�a — — FILLER (RE : CIVIL) �� ti, '- a _ ' . . ' - — — — — ; ., " ?tl _ . ' . °_, a < — — ° p a a ° a ° ° a � a a , a a d a a ; q, . .. � — _ oa . � . , . q- , _ _. ., 2 ADDENDUM 1 7. 16 .2010 � . . . . . � . . �" . o •: . � � . .. a ' .� a• • - .. , a .. ,' a ` ` . . � . . .= : . d^ " . � — � — . . � _ d . FLUIDAPPLIED . ` � . ° ' �� ` 'a. � �- . . , s. . . � ., -- - a. . < . . . , � -. a � a: � �°` �- � � - � ° � ` � � , ; � � 4 �— — — — �� ; � �� ° • _ . Y- - : � � < . . . = - — ..-_ � a . - � d . . � ,-d , 1 FORCONSTRUCTION 6.30 .2010 I I � � : � , � a . . , . 8 , a :- � I CC�NG. CURB (RE: CIVI � ° ° : a' � 4 ,f ' . a_ - <a . '', '. ,a , . . # -- — — — — , �,:- � . _ " � �.� �� - ° �_ ' -�° ` — — . ° , : ' . ' �. � `-° - a ' . �g �,. : . . . = . . . '� � 'G"..�. I 'i-�.,,,, . ,.�,,. WATERPROOFING � ._.�.l--f � °"'--'�'.� � — � o - . 6 ' '' ° ` 'a a, - a '9 a ,- , O 'a . < O • " "; • d ' . . , " . . . . . " ` °, d ' . _ - L . 4 _ _ _ _ ' . � = a .a . ,9 ' , a^ a; � a ISS. # DESCRIPTION �ATE MEMBRANE , , + . • a ' � °' .� .` �;' . . " ' - � . . • ', - . = � . � • °, � : _ • ' '-` = �: :� ` '; ° `� t � 'm ,a" a• Q ` : ° • � ` . a _ . " . . � . ± a 6 ,4 � .. a� = � a , .a _ � I . Q ` ; 4 , , a ^ N e ' - : 4 `" @ d ` - , a4, _ _ _ ' a , . .. . � . . ' . . .A: . . �. a . o. -a . Q , a . 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PLF Pounds P� Lineal Faot � 121 E�C} �LDG �RIDGE DETAILS � BG BaCICgOU� @ � --- �I i --- OWNER TQWN OF VAiL p BL Brick Ledge GA Gage or Gauge PREFAB Pr�fabrica�d �-- SP�ON DIF�ECTI (�N , � — � , �-� .- SU �GRADE 5200 STAI � m LVL 1 DEPARTMENT OF PUBLlC WORKS � BLDG Buildin GALV Galvanized PRELINI Prelimina � � ' � - - � �og E�KHORN �RivE a � � T C NNECTI S201 STP,IR - LVL 2 vai �, co s� ss2 BLKG Blocking GLM Glu-lam PS Prestressei �� °�� Lv(� � t: 970.479.2158 �M Beam GR Grade or Grind PSF Paunds P� Square Foat F S�v ARGHiTECT 4240 ,4RCHITECTURE INC BN �oundary Nail GR BM Grade Beam PSI Pounds P� Square Inch 5203 PE�ESTI�IP�N WALKIIUAY 3003 LARIMER STREET �0 Bottom of PT Paint ar PGt-Tensian AWING VISION NUNI S2o4 TA{ � � TH AST oENVER, ca sozo5 BOT or B Battam HDAR Headed Anchor Rod 1 t: 303.292.3388 f: 303.292.3113 BOS Bofitom of Steel HD Headed ar Holdown TY Quantity �— T ATI �N TH U S210 P T I� WP�LKWAY ETAILS civiL ALPINE ENGlNEERING INC ST(�UCTURAL MEM6ER BRG Bearing HAS or HDAS Headed Anchor Stud 5211 PEDESTRIAN WALKWAY DETAILS Er��iNEER 34510 U.S. 6 UNITR9 BSMT Basement HDG Hot Dipped Galvanized D ar R Radius �U REN� EVISION �L�UD 5212 E ST IAN W�LKWAY DETAILS EDWARDS, CO 81632 BTWN Between HK Hook R� Precast REtangular Beam t; s7a.s2s.3s73 f: 970.926.3390 HORIZ Horizontal RC ReinfarcedConcrefie Q � �� Id �'� � �5 5213 DF�I�fE iN / D6�IVE OUT DETAILS SURVEYOR PEAK LANQ GONSULTING, INC. CC Cent�r ta Center HT Height RE: or REF efer to (F�ference) � S214 STAI PE TRATiON DETAILS � ooa uoNSRia�E �ooP CG Center of Gravity HVAC Heating-Ventilating and A/C EINF Reinfarce(ng)(d)(ment) T UGTU L NiASQNRY WAL v�,i �, CO 81675 5215 N STAI PENETR�TION DETP,ILS t: 970.476.8644 CIP Cast-In-Place ET eturn Tl' � C� T �L JOINT CJ Contra( Joint ID Inside Diameter E� equired XISTI I LfN S216 N W �TAf GAN �PY D T/�ILS ENGI�EER �L 1�2499IWiCO FTAXAVE €:,:>:<: :::: .>::.�>::::::::: :::::::::>::::,<:::;:,: :_::::::>:::<::;:::::;:<_<::::>:< CJP Com lete Joint Penetration LF . Inside Face REQT(S) Requirem�t(s) :...:;:,::. . : . ., : ;; :, ,,, o v , S34a Tl'P C�NCRETE DETAIL� Lf1KEW00D , CO 80215 p IN Inch RQ Rou h E C�e�T IN PLAGE CO�NCRETE (( N PLAN ) GL Genterline g Op ning ' C �Ca Ceiling INT Interior S� � '� TYP F��TfNC D�TAILS t: 303.431 .6100 f: 303.431 .6866 CLR Clear IT Preeasfi Inverted Tee Beam S312 TYP F�UNDP,TI �N WALL DETAILS �EP BEAUDIN GANZE C9NSULTING CMU Cancrete Masonry Unit (S) Salvaged 5313 TYP G A A ETAILS ENGINEER ENGINEERS, i�c. 110 E. BEAVER CREEK SUITE 202 COL Column JT Joint �C Slip Critica ,; �, , ; �3 � 6 TYP S0� DET�ILS t9�70.949.6108 O CONC Concrete ��HED Schedule - VUELDED�VilIRE REINFt� RCEMENT ,��... �VERFf�A� ING STRUGTURE CONN Connectian k Kip SEGT Sectian �3 � 9 RET�1 �11N � UUALL DETAiLS C4NST Canstructian SIM Similar � � �(� � L�P, R�VI D F� R -- M � ANICAL UNIT (XX.Xk = S320 P �1P C� LUI� N DETAILS CONT Gontinue ar Continuous L or LG Length SLH � hort Leg Korizontal � � I�� D � I �� Nl C ANICP,L UNIT �3�p Tl' � iP LA TAILS CONTR Contractar LB(S) Pound (s) SLV Sho� Leg yertical -' , ' ' C� ATI G WEIGHT IN KIPS SOG Slab an G �de .�k : 5400 P A5 Y TAIL� COORD Coordinate LB Precast L-Shaped Beam ' IN �LUDING INEFtTIA B�SE} CSJ Construction Joint LCE Compression Embedment � �°�th �'` ` + ' �� S50Q TYP STEEL DET,�ILS � CTR(D) Center(ed} LCS Campression Lap Spiice SP � Space At S54p TAL TU ETAIL� LDH Hook Development Length SP �pace�s� X°° E NT t�F CONCRETE P�, d Penny LL Live Load SPECS Specificatims �----`-----� � -- -._ P�� THOCKNE�S S541 TYP TAL STU ETAILS DAS Deformed Anchor Stud LLH Long Leg Horizontal SPRT Suppar� S60Q �� T USS ELEVATION ' DBL Double LLV Lon Le Vertical SS Stainless geel IL ING S CTI �N � DIA ar f� Diameter LOC(S� Location(s) or Locate �� 5impsan Srongtie � DETAIL CUT S�Q � �N��a TRUSS DETI�ILS � � DIAG Diagonal LONG Longitudinal STD Standard 5602 UU�� F�MII� � DETAILS 0 DINf Dimension LSL Laminated Strand Lumber TIFF Stiffener N SH T W S603 F �MI ETAILS DL Dead Load LT Lighfi STL Stee( � � � � DN Down LTE Tension Embedment ��R Structura! � — � � DO Ditto LTS Tension Lap Splice Length �� Shearwall �"' �- � � �. DP Deep SYf� Symmetrical � � (� � � � — � � � � _ DT Precast Double Tee LVL Level or Laminated Veneer T�� Ta & Bottom DTL(S) Detail(s) Lumber p DWG(S) Drawing (s) T&G Tangue $� hraove Decking . � DWL(S) Dowel (s) T ��P P � E or EXIST Existin MATL Mater al T/ To ofi W ( } g THK Th�ck ar Thckness � EA Each MAX Maximum �'L Tofial Load � � EC Epoxy Coated MCJ Masanry Gantrol Joint T. O . To of �� MECH Mechanical -� EE Each End TOC To� af Correte C/� �°° �1.! EF Each Face MEP Mech/Elect/Piumb TOF Top of Faoing �°- � � � MIN Minimum � EJ Expansion Joint TONI Top of Ma�nry EL Elevation MISC Miscefianeous TOPG Topping � � � � � ELEV Elevatar � L Micro-Lam TQS Top of Sfie�l � � � � MLS Masonry Lap Splice � � � EMBED Embedded T01nt Tap of Wal g� EN Edge Nail mm Miilirneter TRANS Transversf � � ENGR Engineer MNFR Manufacturer -{-yp Typical � MO Masonry Opening E�R Engineer-ofi Record � � EOS Edge af Siab MTL Metal UNQ Unless Na�d 4therwise 1.� EQ Equal ' �'. EQ SP Equaffy Spaced N �o�� VERT Verfiical a t„' EQUIP Equipmenfi NM Nan-Metallic V( F Verify in Fi:ld � ES Each Side NS Non-Shrink or Near Side EW Each Way �1-S Narth-South W1C7 Withaut a E-W East-West NIC Not in Contract Wl With EXP ANCH Expansion Anchor NO or # Number UUD Width or U�od EXP Expansian NOM Nominal WF Wide Flance EXT Exterior NTS Not To Scale UVP Warking P�int or NV11C Normal Weight Cancrete UVaterproong WT Weight WWR Welded W�e Reinfarcement WxH Inlidth x MEght � Q1 FOR CONSTRUCTION 06.30.2010 �1 � ISS. # dESCRIPTION DATE N � ARCNITECT'S PROJECT N0. : 2 � � 'I �J. S .O�J c� � 0 � O —.. � 1.. f�- � Z Q W ! � z w � � � CC!7 � � H :.t.l Q � � KEY PLAN � � � o NOTES cn � �ri � � T � � ¢�r � N G �.r . . . . . � . � : ��` . .� � W' �- c� �V � Q� U �j 5� � Z � � �_ � p � ' � awa , _ __-__- _ . . _ _ _ . _ __._. _ .�.�,�_ _ _ _ _._ .m .-,_, ..,..�.., _ �..�.,�.___°_.-�-�___:_.__..._ _..... .m.� _ .. ��.w..�,.,�.„�,. ,,� , . .... . __.,m ..�....�....��.�._.,.� �. . _ ,.. _ . ...;_. _ ��,_.,-._..., _ _ . . �„°w,_ ;: . . ._. ., .-.,<_.- ..... . � � � ~ � W � ' _w ��,, ^ • . � Z 1 . SPECIAL INSPECTIQN : 1 . CODES AND STANDARDS : 1 . GENERAL: 7. CONSTRUCTI�N ENGINEERING : o`� �� • � � � �� r� � p,p0 �� j�� `�`�� , 1A. SPECIAL INSPECTION SHALL BE PROVIDED PER IBC 2Q09 SECTION 109 AND CHAPTER 17 . THE 1A. GENERAL DESIGN 1A. ENGINEER: REFERENCES ON THE STRU�TURAL DR�WIN�a� T(� `ENGINEER' MEAN THE 7A. THE STRUCTURE DEFINED ON THE �ONTRACT DOCUMENTS HAS BEEN DESIGNED �NLY FOR • c.,°:�°��'NA��' '��`�`''�^�` �` � � LIST BELOW IS A SUMMARY OF REQUIRED INSPECTIONS. REFER TO THE SPECIFICATIONS FOR � INTERNRTIONAL BUILDING CODE 2009 WITH 2O10 TOWN OF VAIL AMENDNiENTS STRUGTURAL ENGWEER OF RECORD . C}THER ENTITIES ARE �PEGIFiCALLY NOTED AS LOADS ANTICIPATED ON THE STRUCTUF�E DURING ITS SERVICE LIFE . PROVIDE ALL REQUIRED °�' �^' � � � o DETAILED INSPECTION REQUIREMENTS. 1 � . LOADS "CONTRACTOR'S ENGINEER", "MECHANICAL ENGINEER" , ET�. ENGINEERING RND �THER MEASURES TCJ ACHIEVE THE MEANS, METHODS , AND SEQUENCES OF -� .^ � �� ? M � �i - ASCE/SEI 7-05 "MINIMUM DESGN LOADS FOR BUILDINGS AND OTHER STRUCTURES" WORK. SUCH ENGINEERING NiAY IN�LUDE , � UT IS N�T LIMITED T0: • ��'�°�a �•°�`� •• . �m � ��° ° 'n 1 B . SOILS : �B. THESE NOTES SUPPLEMENT THE SPECIFIC�TIONS , VVNICH SHALL BE REFERENCED FUf. � LAYOUT F`��'/ yA � �,fiti�� W � ..- � - SUBGRADE AND FILL BENEATH FOOTINGS AND SLABS-ON-GRADE AND WALL BACKFILL 1 C . CONCRETE ADDITIONAL REQUIREMENTS. - DESIGN FOR F�RMUV(�RK, SHC?RING , �ND RESHORING ��' �. � o � - MICRO PILES - ACI 301 -05 "SPECIFICATIONS =0R STRUCTURAL CONCRETE FOR BUILDINCS" - DESIGN (�F CON�RETE MIXES � �` � � - ACI 318-05 "BUILDING CODE FEQUIREMENTS FOR STRUCTURAL CONCRETE" 1C UNDERGROUND UTILITIES : LOGATE EXISTINt� UTILfTIES �4ND NOTIFY ARCHITECT QF EXSTING - ERECTION PROCEDURES VIIHlGH ADDRESS STABILITY OF THE FRANIE DURING CONSTRUCTION AUG 1 2 � �O o � 1C. CONCRETE : UTILITIES OR SUBGRADE CONDITIONS WHBCH INTERFERE WITH WORK. - WELD PRO�EDURES � � - STRUCTURAL CONCRETE 1 D . MAS(�NRY - DESIGN OF TEMPC7RARY �RA�IN� �F WALLS FOR WIND , SEISMIC, OR SOIL LOADS copyright 20� 0 W � - INSTALLATION OF EMBEDDED BOLTS AND PLATES SUPPORTING STRUCTURE - ACI 530-05/ASCE 5-05: " BUILCNG CODE REQUIREMENTS FOR MASONRY �TRUCTURE�f9 1D. STRUCTURAL ELEMENTS ARE CENTERED �N GRID LINES /�ND G�lD LINE INTERSECTIOPS - SURVEYING TO VERIFI' CaNSTRUCTI�N TOLERANCES 4Z4O AI'CIl ItE,' CtU ('G I nC L � - REINFORGING STEEL PLACEMENT - ACI 530. 1 -05/ASCE 6-05: "SPEIFICATION FOR MASONRY STRUCTURES" UNLESS DIMENSIONED OTHERWISE . - EVALUATION OF TEMPC}RARY C�NSTRUCTI(?N LOADS ON STRUCTURE DUE TO EQUIPMENT AND ' �, y - FIE�D BENDING OF REINFORCING STEEL MATERIALS owNER TOWN OFVAIL ? � - REINFORCING COUPLERS 1 E . STEEL 2. EXISTING STRUCTURES : - STRUCTURAL ENGINEEFtIN� T� RESIST RNY OTHER LOADS NOT IDENTIFIED ON DESIGN DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE CU � - ANCHORED REBAR INTO HARDENED CONCRETE - ANSI/AISC 360-Q5: "SPECIFICFTION FOR STRUCTURAL STEEL BUILDINGS" 2A. CONTRAGT DOCUMENTS HAVE BEEN PREPAf�ED USING AVAiLABLE DRAWINGS AND SIT: DRAWINGS vai�, CO 81632 - WELDING OF REINFORCWG OBSERVATION AS PERMITTED BY ACCE�S RESTRiCTIONS DURIN� DESIGN . t s�o.a�s.2� ss ' 'I F. WOOD H. COORDINATIONo ARCHITECT 4240 ARCHITECTURE INC 1 D . STRUCTURAL STEEL; - ANSI/AF&PA NDS-2005: "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" WlTH 2O01 & 2B. DURING C�NSTRUCTION , THE CONTRACT�f� M�4Y ENCOUNTER EXISTING CONDITIONS WHICH 8A. STRUCTURAL DR�ININGS ARE N�T STI�ND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED 3003 LARIMER STREET DENVER, CO 80205 - SHOP AND FIELD WELDING 20Q5 SUPPLEMENTS ARE NOT NOW KNOWN OR ARE AT VARI�,NGE 1�1ITH PRQJECT D�CUMENT/�TION . CONTRAC"OR IN CONJUNCTION WITH C!�lIL, ARCHiTECTURAL, MECHANICAL, ELECTRICAL, AND DRAWINGS FROM t: 303.292.3388 f: 303.292.3113 - SHOP INSPECTION OF EMBED PLATE ASSEMBLIES SHALL NC}TIFY THE ARCHITECT OF ALL CCINDITIaNS N�T PE� THE C�NTRACT DOCUMENT� OTHER DISCIPLINES . THE CONTRACT�R SHALL GOORDINATE ALL REQUIREMENTS OF THE civi� ��PiNe eN�iNeeRiNC iNc - CONNECTIONS USING POWDER ACTUATED FASTENERS 2. SEISMIC LOADS EXAMPLES INCLUDE : C4NTRACT DOCUMENTS INT� SH(�P DR,4UUINGS AND WORK. EN�INEER 34510 U.S. 6 UNITA9 - RAILING SYSTEMS - SEISMIC DESIGN CATEGORY= B - SIZES OR DIMENSIONS �THER THAN TH�SE SH �WN E�waR�s, C081632 - DAS AND REINFORCING STEEL WELDS - 4CCUPANCY CATEGORY = II - DAMAGE OR DETERIORATION TQ MP,TERI�LS AND C�IMPONENTS 8B. COORDINATE DIMENSI�NS � F �LL (3PENINGS , �LOCKOUTS, DEPRESSIONS, ETC. , WITH t: 970.926.3373 f: 970.926.3390 SURVEYOR PEAK LAND CONSULTING, INC. - EARTHQUAKE IMPORTANCE fACTOR, le = 1 .0 - CONDITIONS OF INSTABILITY OR LACK �1F SUPPC?RT ARCHITECTURAL DRAWINGS, DRAWIN�S FROM OTHER DISCIPLWES , AND FIELD CONDITI4NS PRIOR 1000 LIONSRIDGE LOOP 1 E. STRUCTURAL MASONRY: - MAPPED SPECTRAL RESP01�5E ACCELERATION , Ss= 0.350 - ITEMS NOTED AS EXISTING ON THE DR�4iNINGS � UT NOT F{�UND IN THE FIELD TO SHOP DRAWING SU �MiTTAL. vai�, CO 81675 - PRECONSTRUCTION TESTWG - MAPPED SPECTRAL RESPOME ACCELERATION , S1 = 0 .081 t: s�o.a�s.ssa4 - PRISM PREPARATION - DESIGN SPECTRAL RESPON � COEFFICIENT, SDs = 0 .280 2G. PREPARE DIMENSIONAL DRAWINGS � F ALL D6SCOVEFtED ITEM�. 8� SEE ARCHITECTUF�L PL�4NS FQR lNTER60R PARTITIONS. PARTITION FRAMING SHALL BE STRUCTURAL MARTIN I MARTIN - MASONRY UNIT PLACEMENT - DESIGN SPECTRAL RESPON� COEFFICIENT, SD1 = 0 .092 CONNECTED TO THE PRIM�RY STRUCTURE IN �UCH A WAY SO AS TO ALLOW FOR VERTICAL LIVE ENGINEER 12499 W. COLFAX AVE I.AKEWOOD, CO 80215 - REINFORCING PLACEMENT � SOIL S SS = G 2D. CONTRAGTOR SHALL FIELD VERIFY ALL EXIST� NG STRUCTURAL CONDITI(�NS PRIOR TC7 LOAD DEFLECTIONS t�F SPAN/360 �F THE FLOOR FRAMING. DO NOT MAKE RIGID VERTICAL AND t: 3o3.as � .s� oo f: 303.431 .6866 - GROUT SPACE INSPECTION AND CLEANOUTS I STRUC L SYSTEN FRAME SUBMITTING SHOP DRAWINGS. H4RIZONTAL C4NNECTIC3NS Tt� THE PRIfNARY STRUCTURE IN THE PLANE OF THE WALL. MeP BEAUDIN GANZE CONSULTING - EMBEDDED PLATES AND ANCHORS 5 - STRUCTURAL EISMIC LATEFAL SYSTEM N-S : LIGHT-FRAMED WALLS WITH SHE�R P�NELS �F �LL eNCiNeeR eNCiNeeRS, iNC. - GROUT AND MORTAR MIXING OTHER MATERIALS . ( } 2E. CONTRACTOR SHALL MAKE ALLOWANCE F�R THE RESOLUTI �N OF SUCH DISCOVERIE� W THE 9. DEFERRED SUBMI�°t'AGSo 110 E. BEAVER CREEK SUITE 202 AVON, CO 81620 - GROUTING - RESPONSE MODIFICATION FI,CTOR, R =21 /2 CONSTRUCTION SCHEDULE . 9A. THE FOLLOWING P�RTIONS �F THE STRUCTURAL DESIGN WILL NOT BE SUBMITTED AT THE TIME t: s7o.sa9.s� os - SEISMIC RESPONSE COEFFI (IENT, Cs= 0. 112 OF PERMIT APPLICATI4N . UVHEN RECEIVED AND REVIEWED , THESE DEFERRED SUBMITTAL ITEMS 1 F. WOOD : - SYSTEM OVERSTRENGTH FA;TOR, OMEGA =21 /2 2F. SUBMIT A DIMENSIONED DRAWING OF ALL NEW �PENINGS THROUGH EXISTING STRUC'URE SHALL BE SUBMI�I"ED T� THE �UILDINc� t� FFICIAL �Y THE CONTRACTOR: - HOLDOWN ANCHORS/STRAP TIES - DESIGN �ASE SHEAR = 11 .2 NPS AND SECURE APPROVAL PRIOR TQ CUTTINGa DR�4WIN(� �HALL SHOW VERTICAL & HORIZOnTAL - EXCAVATION SH�RING - SHEAR WALUDIAPHRAGM FASTENING - SEISMIC ANALYSIS PROCEDIRE : EQUIVALENT LATERAL FORCE PROCEDURE LOCATION AND SIZE OF PROPOSED OPENIN� . - STOREFRONT & CURTAINWALL, - METAL CONNEGTORS - STRUCTURAL SEISMIG LATEFAL SYSTEM (E-W): LIGHT-FRAMED WALLS UVlTH WOOD STRUCTURAL - LIGHT GAGE METAL STUD� SHEAR PANELS . 3. USE OF DRAWINGS : - METAL RAILINGS � ' - RESPONSE MODIFICATION F�.CTOR, R =7 3A. DO NOT SCALE DRAWINGS . - MICROPILES � - � EISMIC RESPONSE COEFFI (IENT, Cs= 0.04 - SNOWGUARQ � Z - SYSTEM OVERSTRENGTH FA:TOR, OMEGA =21 /2 38. WHERE DISCREPANCIES OCCUR BETUVEEN PLANS , DETAILS , GENERAL NOTES AND � s W - DESIGN BASE SHEAR = 4 .0 KPS SPECIFICATIONS , THE MORE STRINGENT REQUIREf�ENTS SHALL G4VERN . DETAILS ON DR�WINGS � � ` - SEISMIC ANA YSIS PROCEDIRE : EQUIVALENT LATERAL FORCE PROCEDURE TAKE PRECEDENCE 4VER GENERAL NC�TES AND 1°YPICAL DETAILS. DETAILS N4TED TYPIC\L APPLY � � 1 , ' � � e TO ALL SIMILAR CONDITIONS. WHERE NO SPEGIFIC DETAiLS ARE SHOWN , CONSTRUCTI�NSHALL �°�, IJ�d z � � 3 . WIND LOADS CONFORM TO SIMILAR WORK ELSEWHERE �N THE P��JE�T. � � � 4 a � - OCCUPANCY CATEGORY = II _ � � �. c� � � � - WIND IMPORTANCE FACTOR,Iw - 1 .0 4. TEMPORARY CONDITIONS : � � � Z Z J � � BASIC WIND SPEED = 90 MPH 4A. THE STRUCTURE IS DESIGNED TO FUNCTI(�N AS A UNIT UP�N COMPLETION . THE � � � � p � Z 0 EXPOSURE CATEGORY - B CONTRACTOR IS RESPONSIBLE FOR FURNiSHING ALL TENIP�RARY BRACING AND/OR SUPP�RT � _ � � - INTERNAL PRESSURE COEFFCIENT, GCpi = +/- 0. 18 THAT MAY BE REQUIRED AS THE RESULT OF THE CtJNTRACT�R'S CONSTRUCTION METHO[S � C3 � AND/OR SEQUENCES . REFER TQ "LATER�4L L�AQ RESISTING SYSTEM DESCRIPTION" IN DE�IGN Z � � � � 4. LATERAL LOAD RESISTING S`STEM DESCRIPTION : CRITERIA FOR ADDITIONAL INFORMATION . - WOOD DIAPHRAGMRObF WI'H LIGHT GAGE SHEAR WALLS ON STRUCTURAL C�NGRETE 5LP►� A�QVE LL V �1 /'1NCES W W � J ` BASEMENT 48. FOUNDATION WAL�S SHALL NOT BE BAGKFlLLED UNTIL THE SLA�S-ON-GRADE AND UP�R � ~ 0 � SLABS ARE IN-PLAGE AND REACH FULL STRENGTH UNLESS ADEQUATE BRACING IS PROVI �D . USE 1 . CONTRACTOR SHALL INCLUDE AN ALL0IIVANCE FOR MISCELLANEOUS STRUCTURAL �.- Z � � � 5. GRAVITY LOADS ONLY HAND OPERATED TOOLS FOR CaMP,4CTIC�N ADJA�ENT TO FOUNDATION WALLS AND ;RADE ELEMENTS NOT SHOWN AS V��ULD �E REQUIRED TO FORM A COMPLETE BUI �DING SYSTEM a � � .. 5A. SEE GRAVITY LOADS TABLE BEAMS . GRADE BEAMS SHALL BE BACKFILLED EVENLY fJN �OTH 51DES . OF THIS TYPE . Q � V� � -I 5B . DRIFTING , SLIDING AND UNBILANCED SNOW NOT REQD (PER TOWN OF VAIL AMMENDMENT� T� IBG Q � - 2009) 5. SUBMITTALS AND SUBSTITUTIONS . 2. IN ADDITION TO THE 6NF�RMATIC7N SPECIFIED ON THESE DOCUMENTS , INCLUDE THE � m � � Q - ROOF SN�W LOAD Pf = 100 P� F (ROOF PITCH LESS THAN 4 : 12} 5A. SUBMITTALS : REFER TO SPEGIFICATIONS F�R DET,4ILED REt�UIREMENTS. FOLLOWING LINE ITEM ALL(��IANCES T� � E USED FOR MINOR DI�COVERIES AND W U� � O � - RO�F SNC1W LOAD Pf = 8Q PS= (ROOF PITCH 4: 12 OR MORE) - IF THE CONTRACTOR REQUESTS A CHANGE F�ON! THE STRUCTURAL DRAWINGS , IT SH�LL BE DISCREPANCIES BASED �N �4�-�UiLT C�NDITIONS. � m -, � APPROVED BY THE ARCHITECT AND DESIGNED �Y MARTiN/MARTIN , ING. PRIOR TO SUBMIT'ING - 4.0 TONS OF CONGRETE REBNF�RCING � . SHOP DRAWINGS . VARIATION SHALL � E iNDICATED C?N THE SHOP DR�WINGS. CONTRAGTOR SHALL - 10 CUBIC YARDS QF C�NCRETE , TYPE 5 � V � COMPENSATE MARTIN/MARTIN , INC . FOR MAKING THE �HAN� E . - 2 TONS OF MISC MET�L F��RIC�TBONS (EM�ED PLATES , ANGLES, ETC.) 1�1 LL' - CONSTRUCTION DOCUMENTS SHALL NQT �E REPRODUCED F�R USE IN SUBMITfALS � � ' -.. - ALL SHOP DRAWINGS SHALL REFERENCE THE STRUGTUR�4L DRAWING NUMBER AND DEfAIL o � GRAVITY LOADS TABLE USED TO PREPARE THE SUBMITfAL � W SUPERIMP(SED Lli/E L�AD - SUBMIT A STATEMENT OF RESPONSI �ILIT� F�R THE CONSTFtUCTION THE LATERAL �0�� . LOCATION DEAD LOAD(PSF) LNE LOAD PSF REDUCTI�N POINT LOAD (L� RESISTING SYSTEM IDENTIFIED IN THE DESIGN GRITERIA IN ACGORDANGE W9TH IBC SECTION 1706 ROOF 25 (INCLUD[S 15 80 SNOW LOAD (5: 12 ROOF No -- ROOFING L�)AD) PITCH) 5B. SUBSTITUTIONS : ARCHITECTS APPROVF�L SHALL BE SECURE� F�R ALL SUBSTITUTION+ LOBBIES, EXIT 25 100 No 2000 5C. NONCONFORMANCE : NOTIFY ARCHITECT �F C�NDITI4NS NQT CC�NSTRUCTED PER THE FACILITIES CONTRACT DOCUMENTS PRIOR T4 PR�CEE� I �1G Ut01TFl CORRECTNE WORK. SUBMIT PROF�SED GARAGE -- 125 AT TOP LEVEL OF N� -- REPRIR TO THE ARCHITECT FOR ACCEPTAN�E , C�NTRAGT(�R �HALL CONiPENSATE � (PASSENGER PARKING DECK MARTIN/MARTIN , INC. FOR DESIGNING THE REPAIf�o VEHICLES) MECHANICAL -- 75 + EQUIP BUT NOT LESS No -a 6. OSHA STANDARDS : ; ' THAN 150 6A. THE STRUCTURE IS DESIGNED TO FUNGTI(�N AS A UNIT UPON COMPLETBON . NOTHING os B.D. RESPONSES 08. 12.2010 CHIMNEY 25 (INCLUDES 15 100 SNOW LOAD (<4: 12ROOF SHOWN ON THE STRUCTURAL DRAWINGS SHALL �E C�NST64UED �l5 ELIMINATING THE NED FOR ROQFING L�)AD) PITCH) THE CONTRACTOR TO COMPLY WITH ALL t�SH� REQUIRENiENTS . 02 asi #oo� 07. 16.2010 � 01 FOR CONSTRUCTION 06.30.2010 °- `� 6B. THE CONTRACTOR SHALL ADD ALL NE�ESSA�I° QOLTS, ANCHOFt BOLTS , PLATES , STIFFNER �,°n, � , rn�mm�---�-�� PLATES, STABILIZER PLATES , BRIDGING, �RACiNG , � EARINC SEATS, CQLUMN SPLICES, ETC , AS ISS. # DESCRIPTION �ATe o WELL AS CLOSURES FOR OPENINGS . IN �DC7iTIQN , FIELD WELD ANYTHING THAT MAY � E a,RCHiTECT'S PROJECT N0. : 2 'I6 'IS.S .OS � CONSIDERED A TRIP HAZARD, SUCH AS SHEAR STUDS, AFTER PROTECTIVE DECKING IS IN�TALLED. 0 � , c°�v 6C. WHERE THE STRUCTURAL DRAWIN (aS �4PPE�R T� CONFLIGT WITH OSHA REQUIREMEN�S, THE � �, STRUCTURAL DFL4WINGS REPRESENT F9NAL C�NDITION� 4NLY. THE CONTRACTOR SHALL �DD ' o � �" t? ALL ERECTIQN FRAMING NECESSARY TQ C�MPLY VVITH C�SHP�. z o �°� � w � `� ��,- ,� �,�,, � °_ ��.� � � w Q � � �� 00 � � � � � � : � �� KEY PLAN � � �� cQn � � ��° � NOTES � � W � � ¢ N � � *kQ � �- �� OU � w � � z � 0 � � 0 � � awa , � � � - W W a� o ' � . � Z , 1 . GENERAL: 1 . DEFINITIONS : 1 . CONNECTIONS: �a � �; �-�1�,4 , -�-� _ �� -�:, 4 � 1A. ALL WORK SHALL GONFORM WITH ACI 301 , LATEST EDITION , UNLESS NaTED OTHERWISE IN CONCRETE MIX TABLE 1A. STRUCTURAL MASONRY IS SHQWN �N THE STRUCTURAL PLANS AND DEFINED IN DEl'�►ILS ON 1A. PROVIDE CONNECTIONS �S SH �UVN IN THE DETAILS HEREIN . REFER TO SPEGIFICATION FOR • � �m � � � � �o � .��`} � o O DRAWINGS OR PROJECT SPECIFICATIONS. = THE STRUCTURAL DRAWINGS. ALTERNATIVES AND C� TI T o �°�°�\G�aE� ��-p��,''�R� � � � � � c.�i i . "� � � ° 1 B . DETAIL BARS IN ACCORDANCE WITH THE LATEST EDITIONS OF PUBLICATION SP-66: "ACI DETAILING � � 1B. SEE ARCHITECTURAL DRAWINGS F�R ALL MASONRY VENEER REQUIREMENTS . SEE DETAILS 2. WE�DING REQUIRENiENTS : . '� '�, 19531 �� MANUAL" WITH ADDED REQUIREMENTS OF THE PROJECT SPECIFICATION AND ACI 31 $: `BUILDING CODE "' � �° '' °° ``��' Z _ �� ON THE STRUCTURAL DRAWINGS FOR MASONR`( �IENEEf� L�t�SE LINTELS . 2A. WE�DERS: HAVE IN P�SSESSIQN �UR�ENT E�fIDENCE OF PASSING THE APPROPRIATE A.W.S. �'��,��m �Ba � e ��. � w ca REQUIREMENTS FOR STRUCTURAL CONCRETE ." o c-�•i QUALIFICATION TESTS. 4NA o � N � � + 2. DESIGN STRENGTH : � � � 2 . REINFORCING MATERIALS: a � �„ „ � 2A. DEVELOP 1800 PSI COMPRESSIVE STRENGTH (f m) IN 28 DAYS . 2B . MINIMUM WELDS : AISC SPE�IFICATI�N , NOT LESS THAN 3/16" FILLET, CONTINUOUS UNLESS �� 2 ��. °' 0 2A. SEE REINFORCING MATERIALS TABLE' � Z �' � w � �` O T H E R W I S E N O T E D . � � " �" Z z o o � 28. STEEL REINFORCING : copyright 2010 � � 3. REINFORCING FABRICATION : Y ? :� Z � � � � - PRIMARY REINFORCING : ASTM A615, 60 KSI 2C . WELD SIZES AND LENGTHS CALLED F�R C�N THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED . • � � 3A. SPLICES: � � a N � � � � - HORIZONTAL JOWT REINFORCING : ASTM A�2 , PREFABRICATED , LADDER TYPE INCREASE WELD SIZE IF GAPS EXI�T P,T THE FAYINC SURFACE. 4240 Arch itectu re I nc . �, � - NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON DRAWINGS . MAKE BARS � F- � � cn �°-- z °� W OWNER TOWN OF VAIL � a�i CONTINUOUS AROUND CORNERS . WHERE PERMITTED , SPLICES MAY BE MADE BY CONTACT LAPS OR � � Z ~ � z � � w 3. SPLICES : 2D. WELD SIZES SHALL � E AS SHOVVN UNLESS A GREf�TER SIZE IS REQUIRED BY ANSI/AISC 360-05 �EPaRTMENT oF PuBUC woRKs �' � MECHANICAL CONNEGTORS . � z w o � �t � � � � 1309 ELKHORN DRIVE U F- c� � � � � 3A. SEE MASQNRY LAP SPLICE SCHEDULE F�R LAdP LEN�THS TABLES J2.3 AND J2 .4. t: 970.479.2158 - SEE ` LAP SPLICE SCHEDULE' FOR LAP LENGTHS . � F W � W � � � � � e vai�, co s� ss2 � N W � � � J �t � � � 4. INSTALLATION REQUIREMENTS : 2E. ALL GROOVE WELDS SHALL � E COMPLETE PENETR/�TION UNLESS NOTED . ARCHITECT 4240 ARCHITECTURE INC >- � w a � � � � 4A. GROUT SOLID ALL CELLS . 3003 LARIMER STREET 3B . MISGELLANEOUS REINFORGING REQUIREMENTS: � ao z � � a � '� oENVER, co so2os - PROVIDE ADDITIONAL BARS OR STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING o ONTENDED USE � o `� ? � �i � � w a 2F. FIELD WELDING SYM��LS INDICATE SUGGESTED GONSTRUCTION PROCEDURES. t: 303.292.3388 f: 303.292.3113 CONCRETE PLACEMENT. � `� � � � � `n F° � � � - MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP UNLESS NOTED . 1 BSMT WALLS , FOOTING� 4 NWG -- 470 3/4 4 5 I / II AE -- 3. STRUCTURAL COLD FORMED MET�L F�►MING . ENGINEER 3451I0 U SN6 UNIT A9 G INC - NO WELDING OF REINFORCING PERMITTED UNLESS NOTED ON DRAWINGS. WHERE PERMITTED, 2 STRUCTURAL SLABS 4 NWC 0.50 517 3/4 4 NP I / II WRA MCI 3A. REFER TO SCHEDULE FOR REQUIRED STUD MATERIAL GRADES AND SECTION PROPERTIES . Eowa,ROS, CO 81632 PERFORM WELDING IN ACCORDANCE WITH AWS D1 .4 , LATEST EDITION . AND BEAMS REFER TO DETAIL� FOFt C�NNECTIdNS AND OTHER REQUIREMENTS. t: s�o.s2s.3a�s t: s�o.s2s.aaso - PROVIDE ADDED REINFORCING TO TRIM ALL OPENINGS, NOTCHES , AND REENTRANT CORNERS AS 3 ALL CQNC EXPOSED TO 5 NWC 0 .40 564 3l4 4 6 I / II �E , WRA nIISC SURVEYOR PEAK �AND CONSULTING, iNC. 1000 LIONSRIDGE �QOP NOTED IN TYPICAL DETAILS . WEATHER OR DEICER� : MCI 3�. COLD FORMED METAL FRAMING IS A PERF�RMANCE SPEGIFIED ITEM DESIGNED BY THE vAi�, CO 81675 3C. INCLUDE IN THE BID THE COST FOR THE MATERIAL, FABRICATION AND PLACING OF 2000 LINEAR BEAMS, SLABS , WALLS, CAN CONTRACT�R. PROVIDE STU� � EPTH INDI�ATED ON THE DRAWINGS. DO NOT EXCEED MAXIMUM t: 970.476.8644 FEET OF #5 REINFORCING BARS . THE REINFORCING WILL BE ADDED TO THE SHOP DRAWINGS AND IN COLUMNS SPACING INDICATED. VRRY FLANGE WIDTH , �AGE , YIELD STRENGTH , BRACING , STUD SPACING , ETC. STRUCTURAL MARTIN 1 MARTIN FIELD OBSERVATION REPORTS BY THE ENGWEER AS "ADDED PER GENERAL NOTES ." AN UP-TO-DATE __ AS REQUIRED TO SATISFY PERFC�RMANCE CRITERIA IN THE CONTRACT DOCUMENTS . MINIMUM STUD ENGINEER 12499 W. COLFAXAVE 4 INT SLABS QN GRADE 4 NWC 517 1 4 NP I I II ° °- LAKEWOOD, C080215 TOTAL OF LINEAR FEET ADDED WILL BE MAINTAINED AND SUBSTANTIATED BY SHOP DRAWINGS AND GAGE SPEGIFIED IS REQUIRED FOR ATi'P�CHM �NT OF C�THER MATERIALS TO STUDS . DO NOT BASE t: 303.431 .6100 f: 303.431 .6866 FIELD OBSERVATION REPORTS . 5 ALL CONC �THERWISE 5 NWC 0.50 517 3/4 4 6 I / II AE -- BIDS ON MINIMUM GAGE �R MPJCiMUM SPA�ING �PEGIFIED. �EP BEAUDIN GANZE CONSULTING NOT SPECIFIED ENGINEER ENGINEERS, INC. 4. STRUCTURAL CONCRETE MIX REQUIREMENTS : 3C. REFER TO DETAI �S FC�R MINIMUNI GONNECTIONS AND OTHER REQUIREMENTS . DEVELOP FORCES � � o E. BEavER cREEKSUiTE 202 AVON , CO 81620 4A. SEE `CONCRETE MIX TABLE' CONGRETE MIX TA�LE NOTES : N �TED. DO NOT IMPOSE F�JRCES (�N THE �UILDING STRUCTURE IN DIRECTIQNS OR AT LOCATIONS t: s7o.s�s.s� os a . FOR THE MAXIMUM COARSE �GGREGATE SIZE INDICATED, USE THE FOLL�UVING A�GRE�ATE SIZE OTHER THAN THAT �HQWN ON THE STRUGTURAL DRAWINGS. DO NOT IMPOSE FORCES LARGER THAN 5. SLAB-ON-GRADE : NUMBERS PER ASTM C33: SPECIFIED . CONNECTIONS T� C�NCRETE SHALL NQT USE PAFs T4 RESIST TENSION LOADS . 5A. VERIFY ALKALINITY OF CONCRETE SURFACE , SLAB VAPOR TRANSMISSION , AND SLAB 31�": #8 AGGREGATE FLATNESS/LEVELNESS ARE COMPATIBLE WITH FLOORING SYSTEM AND ADHESIVES PRIOR TO 3/4": #67 AGGREGATE TI � � T INSTALLWG FLOORING. 1 ": #57 AGGREGATE 1 . LAMINATED MEMBER SIZES : � ' 5B . TAKE PRECAUTIONS TO MINIMIZE SLAB CURLING. GRIND SLAB OR USE LEVE�ING COMPOUND IF b. TOTAL AIR CONTENT L.IMITS IVCLUDE BOTH ENTRAINED AND ENTRAPPED �IR +/� 1 1 /2°/a. ` NP' IN 1A. GLU-LAM SIZES SHOWN ARE NET. OTHER MEM6ER. SIZE� ,4RE N (�MINAL. ' e � � FLOOR FLATNESS AND LEVELNESS VALUES ARE NOT ACCEPTABLE TO THE ARCHITECT. COLUMN INDICATES /�DDITION � ENTRAINED AIR IS NOT PERMITTED . �� Z 2. FRAMING LUMBER: � � W 6. NON-SHRINK GROUT: c. ABBREVIATIONS FOR REQUIFtD ADMIXTURES AS FOLLOWS : 2A. DRY (19% MAXIMUM MOISTURE CONTENT AeT THE TiCNE � F INSTALLATI �N) , DOUGLAS FR- � � � 6A. CONFORM TO ASTM C1107, GRADES B , OR C . AE = AIR-ENTRAINING ADMIXTUFE . DO NOT USE ENTRAINED AIR FOR STEEL TRa1IVELED FlNISHED LARCH No. 1 WITH MINIMUM DESIGN V�4LUE� �ASED �N THE 2005 NDS . W t/� > FLQORS . I L T L � � � 6B . ACHIEVE 6000 PSI COMPRESSIVE STRENGTH AT 28 DAYS . WR,q = WATER REDUGNG ADMDTURE . 3. GLUED LAMINATED MEMBERS : NCNCA = NON-CORROSIVE , NOI�CHLORIDE ACCELERATOR. 3A. COMBINATION SYMBOL: 24F-V8 STEEL ELEMENT ��TMITVPE Fy KSI Fu KSI COMMENTS �' � � � 7. PLACWG REINFORCEMENT: 3B . MINIMUM DESIGN VALUES ARE �ASED ON THE 2005 NDS . ADHESIVE (IN CONCRETE� S16�PSC}N � ET�XP �R NILTI -- -- SUBMIT ICC EVALUATION Z � J � 7A. REINFORCEMENT PROTECTION : d . ABBREVIATION� FOR OTHER �EQUIREMENTS AS FOLLOWS : HIT I�E�500 SD �R EQUIV REPORT FOR SUBSTITUTIONS � p � Z 0 - SEE `CONCRETE COVER TABLE' MSC = MICROSILICA CONCRETE 4. SHEATHING : ADHESIVE (IN MASONRY) SIMPS�N SET OR HILTI HY -- -� SUBMIT ICG EVALUATION � J � u.. - SEE ACI 318-05 7.5 FOR REINFORCEMENT PLACWG TOLERANCES AND ACI 117 FOR ADDITIONAL MSS - MAXIMUM SHRINKAGE ST2AIN LIMITED, RE: SPECS . 4A. PLYWOOD : 150 OR EC�UIV REPORT FOR SUBSTITUTIONS = C� u' REQUIREMENTS FA = FLY ASH N�T PERMITTED . � - CONFORM TO U : S . DEPARTMENT OF C(�MMERCE STAND�►RD PS-1 AND APA PERFORMP�ICE � m W � - FAR - FLY ASH REQUIRED . ' " , STANDARD PRP-108, LATEST EDITIONS , ADHESIVE ANCHOR RODS A36 or �1554 G� 36 36 58 THREADED ROD � � p. Q 7B . PROVIDE ACCESSORIES NECESSARY TO PROPERLY SUPPORT REINFORCING AND WELDED WIRE MC/ ° MAXIMUM GHLORIDE ION IIMITS , 0 . 15 FOR CONCRE E P ED TO CHLORIDES IN USE. 4B. WOOD STRUCTURAL PANELS (WSP� ANCHOR RODS F1554 GR 55 55 75 WELDABLE , HEAVY HEX HEADED W W � � _ FABRIC AT POSITIONS SHOWN ON PLANS . ALL REINFORCING , DOWELS, BOLTS, AND EMBEDDED CAN = CALCIUM NITRITE CORR0310N INHIBITOR ADMIXT 2 G LONS PER CU� IC YARD . - WOOD STRUCTURAL PANELS SHALL �E �PA FZ4TED SHE/�THING CONFORMING TO U . S . BOLTS P,325 0� F1 �52 -- 120 BOLTS ARE 3/4"0 UNO, USE � Z � O PLATES SHALL BE SET AND TIED IN PLACE BEFORE THE CONCRETE IS POURED. "STABBING" INTO DEPARTMENT OF COMMERCE STANDARD PS�2 �4ND �P�4 PERF4RM�NCE STANDARD PRP-1)8 , TENSION-CONTROLLED WHERE - � � PREVIOUSLY PLACED CONCRETE IS NOT PERMITTED . e . FOR CONCRETE PLACED BY fUMPING PROVIDE CONCRETE MIX FLOWA�ILITY T� F,4CIL9TP,TE LATEST EDITIONS . POSSIBLE � Q 0� � � PUMPING . ENTRAINED AIR MAY3E USED IF IT CAN BE SHOWN THAT THE FLOC}R UV� LL HAVE A FlNISH - ALL WOOD PANELS SHALL BE EXP�SURE 1 . COLD-FORMED A10Q3 33 -� - � � � � �I 8 . CONSTRUCTION/CONTROL JOINTS : ACCEPTABLE T4 THE ARCHITECf WITHOUT BLISTERS. STUDS/PLATE, 33 AND 43 "'� - $A. SUBMIT DRAWINGS SHOWING GONSTRUCTION AND CONTROL JOINT LOCATIONS ALONG WITH THE 5. NAILING : e MIL � m � � � SEQUENCE OF POURS . CONSTRUCTION JOINT LOCATIONS AND CASTING SEQUENCE SHALL BE 5A. UNLESS NOTED OTHERWISE ON THE DI�i1VINGS , PRC�VIDE COMMON NAILS WITH SIZE,, � O � ARRANGED TO MINIMIZE THE EFFECTS OF ELASTIC AND LONG-TERM SHORTENING/SHRINKAGE. SHOWN ON THE STRUCTURAL DRAWINGS. MINIMUM NAILING SHALL BE IN �IGCORDANCE I�ITH COLD-FORMED A1003 50 -- - LL.I � � _ STUDSIPLATE, 54 MIL AND 8B . CONSTRUCTION JOINT LOCATION AND CASTING SEQUENCE SHOWN ON THE DRAWINGS IS IBC 2006 TABLE 2304.9.1 . � og � SUGGESTED AND HAS BEEN ARRANGED TO MINIMIZE THE EFFEGTS OF ELASTIC AND LONG-TERM HEAVIER -- _ � ^ �2 COLD-FORMED TRACK, A1003 33 v J C� � SHORTENING . SUBMIT DRAWINGS SHOWING PROPOSED CONSTRUCTION JOINT LOCATION AND 6. METAL ONNEGTORS : v- CASTING SEQUENCE . 6A. FRAMING CONNECTORS SHALL C4 F T f C 2006 SECTIO 1715. 1 F MING ALL THICKNESSES , - - DAS A496 70 80 ^ � CONNECTOR DESIGNATIONS ARE THOSE MANUFACTURED �Y SIMPSON �TRONG-TIE COMPANY. 8C. LOCATE CONSTRUCTION JOINTS IN SLABS ON GRADE AND STRUCTURAL SLABS FOR A MAXIMUM OTHER MANUFACTURER'S PRODUCT� MAY 6E USED IF �PPR�VED BY THE ENGINEER. FUtNISH EXPANSION ANCHORS (IN �IMPS�N ST��NG �OLT -- -� SUBMIT ICG EVALUATION 4�� J LENGTH OF 120 FEET WITH A MAXIMUM AREA OF 12 ,000 SQUARE FEET. NAILS ANDIOR BOLTS OF DIAMETER, LEN�TH , AND NUM � ER SPECIFIED �Y THE NfANUFACIIRER CONCRETE) CJf� HILTI KVI/IK ��LT TZ REPQRT FOR SUBSTITUTIONS W � � 8D . SHEAR FRICTION JOINTS : WHERE CONSTRUCTION JOINTS ARE LABELED AS "ROUGHENED" ON THE FOU N DATION NOTES FoR �,�H �oNNECTOR. OR EQUlV HAS A� O� 51 65 STUDS ARE 3/4"Q1 UNO DRAWINGS , THE ENTIRE JOINT SURFACE SHALL BE MECHANICALLY ROUGHENED TO A 1 /4" AMPLITUDE 6B. ALL CONNECTOR HOLES SHALL BE FILLED UVlTH PR�PEF� N�iLS/BOLTS INCLUDING OPl'ONAL AND THQROUGHLY CLEANED . EXPOSE THE COURSE AGGREGATE IN THE HARDENED GONCRETE AND 1 . DESIGN CRITERIA: NAIL LOCATIONS FOR UPLIFT. ALL �OLT HOLES SHALL QE DRiLLED 6NT0 FI�AAMING MEMBERS. OTHER SHAPES A36 36 5� - REM4VE ALL LOOSE MATERIAL. 1A. THE GEOTECHNICAL REPOR' PREPARED BY KOECHLEIN CONSULTING ENGINEERS , iNC. , MAXIMUM HOLE DIAMETER IS 1 /16" LAR� ER THAN THE ��LT DIAMETER. PIPE �53 �R � 35 60 -- NUMBER 09-035, DATED 03 DEGHVI6ER 2009, PROVIDED GRITERIA FOR THE F(�UNDATI (?N DESfGN PLATES �36 36 58 - 9 . MEP AND OTHER OPENINGS AND EMBEDMENTS : FOR THE PROJECT. 7. OPENINGS : RECT HSS �4500 � R � 46 5� -- ' 9A. PROVIDE SLEEVES AT OPENINGS (SUCH AS THOSE REQUIRED FOR PLUMBING AND ELECTRICAL lA. OPENING, POCKETS , ETC. , SHALL N�T � E PLA�ED IN � EAMS , PC�STS , GOLUMNS , TINIBEZ AND ROUND HSS A500 GR � 42 58 -- PENETRATIONS) BEFORE PLACING CONCRETE. DD NOT CUT REINFORCING WHICH MAY CONFLICT. 2. FOOTINGS : THER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS. CORING OF CONGRETE IS NOT PERMITTED . - MAXIMUM TOTAL LOAD SOIL3EARING PRESSURE = 5000 PSF SCREW ANCHORS SIMPSON TITEN HD QR �- -� SUBMIT ICG EVALUATION - ULTIMATE COEFFICIENT OF IRICTION TO RESIST LATERAL LOADS = 0 .4 8 . WOOD DEGKING: EQUIi/ REPORT FOR SUBSTITUTIONS os B.D. RESPONSES 08.12.2010 9B . REFER TO TYPICAL DETAILS FOR SPACING LIMITS ON SLEEVES AND FOR REQUIREMENTS FOR 8A. WOODDECK TO BE 2x8 OR 3x8 NOMIN�►L TON� UE $� �RO�VE DOU�LAS FIR-LARCH WELDING ELECTRODE� E70 -- -- PER AWS EMBEDDED CONDUIT AND PIPE . 3. SOIL-RETAINING ViIALLS : COMMERCIAL INSTALLED W A GQNTROLLED RAND�Ni Le4YUPe WF, WT A992 50 65 - 02 As� #oo� 07.16.2010 � 3A. EQUIVALENT FLUID PRESSUtES USED FOR WALL DESIGN : p„ - "ACTIVE" CONDITION - 40 PC= o� FOR CONSTRUCTIQN 06.30.2010 � - "AT REST' CONDITION = 6Q PCF � ISS. # DESCRIPTION �aTe �ri - " PASSIVE" C�NDITION = 3001CF ,�°n REINFORCING MATERIAL TABLE ARCHiTECT'S PROJECT N0. : 2 'I6 'I5.S .05 ° REINF ELEMENT ASTM Fy (KSI) Fu (KSI) COMMENTS 3B. WALL DESIGN BASED ON APIROVED EXISTING FILL, THE NATURAL GRAVELLY ��ND , �R o IMPORTED GRANULAR SELECT fILL ADJACENT TO FOUNDATION WALLS. SEE CEQTEGHNICAL N TYP REINFORCING A615 60 90 -- � WELDED & FIELD BENT REINF A706 60 gp REPORT FOR REQUIREMENTS. � - � ' � 00 WELDED WIRE REINFORCING , SMOOTH A185 65 75 - zo w vi F- � z w � � w MET64L G�4UGE C�NVERSIt?N 0 o CONCRETE COVER MINBMUM THICKNESS CASE COVER (IN) ��'U� E (MILS*) COLUMNS AND BEAMS 1 1 /2 22 27 CONCRETE PLACED AGAINST EARTH 3 2� �3 KEY PLAN � CONCRETE PLACED IN FORMS, EXPOSED TO WEATHER OR EARTN 2 1 � 43 � ,� SLABS �R WALLS NOT EXPOSED TO EARTH OR WEATHER 1 ,�, u� 16 54 ° NOTES � � 14 68 � � W N � z 12 97 . . � � NQTES : o � � W * 1MIL = 1h000'" ' � � o ° ' � awa � � o � . W � � . c , y � � � � � � p � � � � � ��, �,�� ` � ��, �� . , �,� �� . o �� W� �,-� . � ��`� � _ ! N G[ "�„�� ^`� �+�� "" � , ,, � QZ � � � � �� f� = U) � � -� � � ' ° '�' �� ` ffi �� ? w �% 0 C/) ° � � �m �� t� � �a � �r Z , � � �w � ,� a _1 c`. , '��"�, °� � o� � a 1�`e� ;, ° J �°�^ /� �!R . �^�°��%° � � � � � ` -� -�� • � c 0 � ' � g °p s�(�y ', r � lJL o 9 Ca�$ io ' � copyright 2010 ', N ' � 4- 240 Ar�hit� �fiure Ir� � . � M � � OWNER TOWN OF VAIL {` ' d DEPARTMENT QF PUBLIC WdRKS ' � 1309 ELKHORN DRIVE � , VAIL, CO 81632 t: 970.479.2158 E - E E - F ARCHiTECT 4240 ARCHITECTURE ING ' 3003 LARIMER STREET ' DENVER, CO 80205 ' t: 303.292.3388 f: 303.292.3113 ' CIVIL ALPINE ENGINEERING INC � ENGINEER 34510 U.S. 6 UNITA9 � EDWARDS, CO 81632 � i t: 970.926.3373 f: 970,926.3390 i ' i SURVEYOR PEAK LAND GONSULTING, INC . , i i 1000 LIONSRIDGE LOOP , � VAIL, GO 81675 I � �� m _ t: 970.476.8644 ' i i STRUGTURAL MARTIN / MARTIN ' ENGINEER 12499 W. COLFAX AVE LAKEWO�D, CO 80215 � i t: 303.431 .6100 f: 303.431 .6866 ' MEP BEAUDIN GANZE CONSULTING ; ENGINEER ENGINEERS, ING. 110 E. 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RESPONSES 08. 12.2010 i ' 02 ASI #001 07. 16.2010 ' ' i i i ' � � 01 FOR CONSTRUCTION 06.30.2010 d- � � � I ISS. # DESCRIPTION DATE � p � ARCHITECT'S PROJECT N0. : 2 'I6'I5.$ .�5 , ic') o E - 10 E - 11 E - 12 E - � 3 a �,,� �' �.,.--' �,�--' N __ r _ , � � � Z 0 . W C/) 1- z a ECO BIJIL I � � EVEL � � W W Q 1 /4" = 1 '-0° 0 o PLAN NOTES: ' 1 . SEE S000 SERIES SHEET� FOI� (aENER�4L NOTES AND ABBREVIATIONS. 2. SEE ARCH FOR DIMENSIONS 3. SEE ARCH FOR VAPOR RETARDER L�CATIONS . CONTRACTOR SHALL INSTALL VAPOR KEY PLAN � � 4.EE EV ATIONS ARE ASED C7N ME�AN SEA EVEL.D ACI 302. 1 R-04 AREA A ' o W 5. REFERENCE FINISH FL001� ELEO!/�TION (0°-0") I� $ 1 $ 1 .20' ABOVE MEAN SEA LEVEL. ECO BLDG - LEVEL 1 �' � � 6. "P#" INDICATES CONCRETE PEDESTAL TYPE. SEE 10/5311 . . � � Q 7. " �� " INDICATES SLR� Tl°PE . 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COLFAX AVE tAKEW00D, CO 80215 ' t: 303.431 .6100 f: 303.431 .6866 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. „ _ , „ „ _ , „ RIEU�/ �TAI �� - I �I1" � RMEDlATE AVON, CO 8 620 REEK SUITE 202 3/4 - 1 -0 N EVi/ Sl"AI �� - � � � � � L� � � B � � � 3/4 — � -Q t: 970.949.6108 LAN � IN � ' W � i- � W .. ___�__.�_ -�— �E) CIP WALL z � t� , CORE (E) STRUCTURE v 0 a a a� EA REBAR � � . � � � O _ � . #5 D(�WELS a� 8" �"� z z z � � J V J � � � � � U � . (2)#5xCONT �' � � � � • W c� � N �- . _ , � m 6 W � � (N) CIP WALL e 3 � � MECHP,NiCALLY S300 � � � ROUGHEN `� -�-�'__ 3��x6" KEY IN (E) WALL. � z — � � D� Nf}T DAMAGE REWF N � W � �� #4 DOWELS @ $° - IN (E) WALL � �- N I— � _ ____U,�.__. _ _ __ _ #5 DOWELS @ 12"OG, VI(i aTD HOQK � � � � Q PROVIDE STD HK � N � O � (E) PRECAST WALL m J N � oZS � VJ � � W �'i' � � N • Q O —� � W J � 3i4° _ � �-o° N EW ST/� I R� LO�/ E R LAN � i [V C� si4° _ � �-o�� N EV\/ �1`� I R� - � � N N TC� ( E ) iIVALLS , , - . (E) 12" PRECAST WALL r=. - . n � �� . PANEL n � �� : RFI-010 � 5 ' , � � 05 B.D. RESPONSES 08. 12.2010 . . . . . . . � �. ,Y � . .. . . . . . � � . . .— A� . . . BEAM POCKET 8"x10°x1 '-9 Q A ` i 02 ASI #001 07. 16.2010 Q (DxWxH) GROUT SOLID ; o� FOR CONSTRUCTION 06.30.2010 d- AFTER (E} DT'S HAVE ' � ' ,.'`�c� BEEN CUT AND NEW � = ` � ISS. # DESCRIPTION DATE o . TOPPING SLAB HAS BEEN �� ' ARCHITECT'S PROJECT N0. : 2 'I6 "I5.S.05 r INSTALLED ° r `� � a % , r I ' O � n � � , , � � � � G I � � 1 /2" * : , ,, i Z � ` - , tri F�W- u � � z � � BEARING PL 5/8x4x0'-8 £ w � ° W Q } n r . n , � � . � � . '_ � , <J .� . f f � .° 1 1 /2" NS GROUT . , �.0 � :rt . . . ' . - � rY . . . � . . � p � d . . . . . � �.. . .. � . �� n a 4 . ��. (2) 1 /2"f�xQ'-8 KEY PLAN SCREW ANCHORS � o W RF 010 NEW STAIR PENETRATION � � � a DETAILS � � Q N � Q J � �$ Q � F- OU � � 1 1 /2" = 1 '-0" - � � � o ° � awa ; _. ._ --- � . . � .�..� mm_ _ . _ . _ _ . � _ �„ .��.�._.�. _ � .� � � � . W <C L . � W � _ ' ,�., _ .. � Z NOTE: STEEL TO BE �� 0 REG f�,� ' ` � a AESS . REMOVE ALL • �e,�,�`��A�C ,�c� .��, U p �� m � � @a � �,,, . � e �- � -' ERECTIONNVELDING CL °�' �° -a � � � 195�1 rnt � � °. AIDS (NOT SHOWN) COL `�' ��"' �0 � � v�°� `� � ��`��°s'�" • � � �'°°G```� � � w cQ '��N � o N 3/8" PL SHEAR CONN 6 ��' " S216 � ON WEST SIDE 5/16 o AUG 1 � 201 � " ' 4" T&G DECKING copyright 2010 Cn tn ' � � ` W o `° � ; 4240 Arch itectu re I nc . ` � �� 1 /4 CONT NAILER, RIP FROM 6x� a °v', > 6 " 1 /4 � ? � ° i i � OWNER TOWN OF VAIL � � N� . i i . T(�S DEPARTMENT OF PUBLIC WORKS � 1309 ELKHORN DRIVE — � - - 1r — � — - - - — i i - - - - i+� I �u'EE AfZCH , VAIL, CO 81632 i i � � I2° 7 ARCHITECT 4240 ARCHITECTURE INC CUT LINE i i TYP 3/$��XO'-3 LAG SCREV1f5 Typ Sv 3003 LARIMER STREET i i T&B � DENVER, CO 80205 16�� & ES OF SPLICES W10x30 t: 3os.2s2.3sss f: 303.292.3113 3/4" FITTED STIFF i i FLANGES CIVIL ALPINE ENGINEERING INC P�, TYP ES i i �21 � ° ENGINEER 34510 U.S. 6 UNITA9 II V � i i t: 970.926.3373 f: 970.926.3390 ii i i SURVEYOR PEAK LAND CONSULTING, INC. � 1000 LIONSRIDGE LOOP VAIL, CO 81675 t: 970.476.8644 STRUCTURAL MARTIN / MARTIN ENGINEER 12499 W. COLFAX AVE RF 010 2 " 4�� -�� LAKEWOOD, CO 80215 � t: 303.431 .6100 f: 303.431 .6866 MEP BEAUDIN GANZE CONSULTING � M � ENGINEER ENGINEERS, INC. � x � 110 E. BEAVER CREEK SUITE 202 1 1 iz° _ � °-o" T I Y - � 7 a2 '° = 1 ,-0° I — I L � ° � AVON, CO 81620 � � t: 970.949.6108 ��- � '� �-o�� NOTE: TYP � 5/16 TY CONNECTION PL' 1 /4 5/16 FLANGE � � TO BE AESS � 3/4'°� ANCHO RODS CL ° ° -�. _ I- � � � � W , 4�� T&G COL � F�l PL WASHER 1 /2x2x2 W/ b- � � � � DECKING � STD HOLE 0 0 V� _� -..___T � -�° ._�-- -� W10x30 (L�� 11 � � � ..�---..� S216 � = O � ... � _rv,.. �__ �, � � �_ _._......_..� � Y ��.,.. 1 5/16"Q1 HOLES _.`'-�`"� 2�� 2„ BASE PL 3/4"° 1' � � � ...�-- �--��.`°_- �..._----�.�...__.- IN BASE PL � — ffi ��..��^^..�__.-��_..�---�" "l — CAP PL 3/4x9xQ'-9 �- � � � Z 0° W � , r,,....,..r^".-,,...^"•T � . ... . . � . . . . . ` - a � C� � a � 1 " RET � � C� W � .� 5/16 T&B � � > 10 � �-- � � c� � � z � � FINISH PER AISC � � � �216 � z — � („� �"` TYP � � � 1 °-� 114" 9'-Q" 1 '-81 /4° � � N IW � N�TE: � o AL� CANQPI° STEEL TO BE AESS. � � � � a OPTIONAL LEVELING --`"� �- 2 . �LL Cf�LUMNS TO BE W$x4$. a T&B 5/16 NUTS �? � 3. �EE ARCH �WGS FOR TOS ELEVATIONS. W � _ _ � FLANGE 5/16 � � 4. ALL DIMENSIfJNS SH4WN ARE HORIZONTAL. CONTRAGTOR '� �p � tn � Tf� DETERMINE SLaPE DISTANCES AS REQD. � � �, 5. INSTALL DECKING IN SINGLE PIECES. � �U � � tn DOUBLE NUT 4R HEADED � Z � ,,,,, ANCHOR ROD RFI 010 � O J � W � ' E '� '� � � i2" _ � '-o" STAIR CANOPY - MOMENT CONN � � " = 1 '-0" ST� IR CANOPY - BASEPL � � � ' � 3i$" _ � '-o " STAIR GAIVC� �Y A , NC�T SHOV�/N FOR CLARITY: 7 � L ii �" SPlKES a� 24"ac (STAGGER} L S216 COL 1 u � ITHIN �°' OF EA END �..., n COL (E) PRECAST ---__� ' ; ; $ 05 B.D. RESPONSES 08. 12.2010 ' SPANDREL � �� gv � 02 ,�s� #oo� 07. 16.2010 � 8 PANEL �� 60d NAILS THRU EA PIECE -- 4° T&G — Q S2 � 6 �T SUPPORT, TYP 7 01 FORCONSTRUCTION 06.30.2010 � (E� PRECAST v SIM . t . T/PE�ESTRL 5216 DECKIN� � � � SEE r�RCH � � � ISS. # DESCRIPTION DATE � WALL PANEL 40d SLANT NAILS THRU EA Q TONGUE AT SUPPORT, TYP ARCHITECTS PROJECT N0. : Z 'I6 'I5.S.05 � 0 o , T/PEDESTAL ' ' � � VIF � � � � � ' ' S300 `�' � Z � � .�..�.� �...��.,. � 1 0 w � z S216 w � 6 -- Z a (E) PRECAST c? u, w ¢ COLUMN, VIF S� EMBE� 2" ' 00 , KEY PLAN c� �, w NAlLE9� � STEEL �EAM �° � � NEW STAIR CANOPY DETAILS �ci W � � � ¢ � � � N � Q J � � Q � � � (�m z � � '� 2 3i4 - � o NEW STAIR - OLD PEDESTAL g ��4 - � o NE�V STAIR - NEW PEDE � TAL 3 - � o TYP ATT�l� H �VIENT F 4 T� C� � ECKINC� � 3i4 - � a �T�41R �� N � �°l� - MOIViENI' FRAME W n _ � n n _ � n n _ i n 11 a _ i n � � Q � - _ _ � awa �,�_� �.,,.. . _ ��m.�. .�.� � � �.,�.� .�� .,��...�.� __— _ _ . . . __._. . � ._.. _, _ . . .. .,� ._ . � .... , . . . � _. . __ H.��.. _ .. __, __ . . _rv_, ._�._ , �_ . . . � � , . � � u._ .. a �, _, �, � ,�� u. . ., _ �.,�,_,� a _ � , i, o '� p LL W C/3 � � , , � r � �;r ��QyC� � t;/��`ti;., . � � � � � � ��,�G�� e � ��-��,�� W � � �0 P�L � �g�� d � � DiAG BARS , , c� e � �,. ° � �� 19531 �� & Wy � RE-ENTt�ANT CORNER: � � o � � � � p ' °,�' �•� a � mo ��.�,� .. �� Q —' ' `�`��'/0 N �°�`' � �. J ' a ° � � � , F�� , oaa �s � �� = 4 ,000 �si F�� _ � , aoa Psi �UL 0 � �� - copyright 2010 N � E70XX �� ' STOP WELD (2} E70XX �AR SIZE BAR SIZE ��MP TENSION �OMP TENSION C�MP TENSION . U t� L BAR DIA'S FROM t� {IN-LB) ( METRIG) - 4- 2� 0 �C'� I'i I �� C�I.,� 9"� I �1C . LTE LTE �TS LTS LTE �TE LTS LTS LTE LTE LTS LTS W gE � p LCE L�S LDH -��P �THER TOP 4THER LC_ LCS LDH TOP OTHER TC�P ��HE� �� C' �D � TaP OTHER TOP OTHER OVIINER TOWN QFVAIL � DEPARTMENT OF PUBLIC WORKS � #3 #1 Q 8 12 6 21 16 2� 21 8 12 6 1 $ 14 24 1 � � 12 6 17 13 22 17 1309 E�KHORN DRIVE ' °- AR SIZE t1 L BAR SIZ t2 #4 #13 11 15 � 28 22 37 28 9 15 7 25 � 9 32 25 9 15 6 22 17 29 22 vaiL, CO 81632 t: 970 .479.2158 #5 #16 14 19 10 36 27 46 36 1 � 19 8 31 24 40 31 11 � 9 7 28 21 36 28 ARCHITECT 4240 ARCHITECTURE INC #3 3/16 2 #3 � f� #6 #19 16 23 12 43 33 56 43 1t 23 1Q 37 2$ 4& 37 14 23 9 33 25 43 33 3003LARINIERSTREET DENVER, CO 80205 #4 1l4 21 /2 #4 5/16 #7 #22 19 26 � 3 62 4� 81 62 � i 26 12 54 42 70 54 16 26 1 Q 48 37 63 48 t: 303 .292.3388 f: 303.292.3113 #5 5/16 3 #5 31� #8 #25 22 30 15 71 55 93 71 1 � 30 13 62 47 �0 62 1 � 30 12 55 42 72 55 ��L ALPINE ENGINEERING INC ENGINEER 34510 U.S. 6 UNIT A9 #6 3/� 31 /2 #6 7/16 #9 #29 25 34 17 �0 62 � Q5 �0 2 ' 34 15 70 54 9 � 70 20 34 13 62 48 81 62 EDWARDS, CO 81632 t: 970.926.3373 f: 970.926,3390 OPENING #7 7/16 4 #7 1 /2 #10 #32 28 3� 19 90 70 118 90 2� 3� 17 78 60 102 7� 23 3� 15 70 54 91 7O SURVEYOR PEAK LAND CONSULTING, iNC. T . #8 1l2 4112 #8 9/16 #11 #36 31 42 22 1 QO 77 13 � 10Q 2� 42 19 87 67 � � 3 �7 25 42 17 78 60 101 7� �1000I LIONSRIDGE LOOP e V7'l� L, CO 81675 1 . DETAIL APPLIES F�R ALL OPNGS IN SOG'S AND TOPPING SLABS t: s7o.a�s.ssa4 ; ' 2 . REINF NOT REQl11RED AT QPNGS SMALLER THAN 10°x1Q° STRUCTURAL MARTIN t MARTIN 3 . SE� OTHER DTLS FOR REINF AT OPNGS IN CONC WALLS �ND CONC 5TR SLABS ENGINEER 12499 W. COLFAX AVE I.AKEW00D, CO SQ215 �'yEN �� NQ'jE$ : t: 303 .431 .6100 f: 303.431 .6866 1 . 'LCE' = COMPRESSIQN EMBE� MENT LENCTH , 'L�S4 � C�MPRESSI �N LAP SPLICE ,ENGTH , ' LTE' = TENSION E�I �EDMENT LENCTH , MEP BEAUDIN GANZE CONSULTlNG 'LTS' = TENSION LAP SPLICE LENC�TH , °I�QN° = H ��K DE1/ELQPMENT LENGTH EivGiNEER ENGINEERS, ING. 110 E, BEAVER CREEK SUITE 202 2. °TOP° BARS ARE HORIZaNTAL A PL�� SUC THAT Nla E T AN 12 IN . QF F SH CONCRETE IS CAST BELC�W THE A avoN, co s1s2o N � SCALE I ' CAL � 3. ALL BARS THAT ARE NOT 'T P" A S �8 '�TH ' � S t: 970 .949.6108 4. UNLESS NOTED 4THERWISE; ALL H��K �ARS SH�LL EXTEND T� THE FAR FACE (.ESS 2" COVER) ! L LIC T : T1 1 . ALL SPLICES SHALL BE WIRECi IN �C�NTACT AND ST6�CKED �/ERTICALLY 2 . ALL SPLICES ARE ' LTS' UNLESS N �TED �THER1�/lSE 3. SMALLER BAR LAP LENGTH S ALL US 1�l S L� CIN � IFF RENT SIZ RS ' T2 LESSER OF : 4. LAP LENGTHS SPECIFIGALLY DET�4� LED C}N DRA1(VI �I �S �HALL ��VERN IN LIEU Q� LAP LENGTHS SCHEDULED 1 LDH 5. BUNDLED BAR SPLI �ES : � � R. INDIVIDUAL BAR SPLICES VVIT�IIN TH � � IJNDLE SH�LL �E STAGGERED � � 2) MAX AVAILA�LE LESS 2" B. INCREASE LAP LENGTH 20°lo FC�� }� 3 AR UNDLE LTS UN 6 . IF A NQTE OR DETAIL CALLS FO A A T E M Ld ( �/ LOPM NT L JCTH � INTD CONCRETE, THIS LEN �T S �LL � SP T� A 'LTE' P , '' �' " :' �' �' � ' ' �'' �'� '' % ! % :! , % ''` ! ; ' :' /' ; J T T T I L L � 1 . IF REINFOF�CING IS SPECIFIE � AS EPDXl' �C7A,TED, INCRE�SE SCHEDULED L�P f=NGTHS BY 5Q% �. Z � � ' 2 . SCHEDULED LAP LENGTHS ASSUME ; — � � � A. CLEAR COVER IS GREATE{� TNAN �AR DI�,� ETE�, �UT NdT LESS THAN 3/4° � � �, � � B . CLEAR SPACING BETWEEN ARS IS � RE�TE� THAN 2 �AR DI�METERS C . IF EITHER CONQITI (�N A � 6S T T F R � � lil N AR , I CREAS LENG'HS BY 50% . # 3 . SPLICE LENGTHS NOTE A,S �N Fy = 60 ,000 SI . F TNER YI L� ST ENG�HS , NiULTIPLY SPLICE L�NGTHS NOT Y Fy/60 ,000 � � � T T : m ;;' ,.,,: ' ;; ' ; , i ,; -� ;-` ,�� ,�� i / ,� : ,: � . '' ��' ' , ; i' ,;' , ,.� 1 . SCHEDULED HQOK EfUIBEDMENT LENGTHS ASSUf1� E: � � � � C.� FQRM SA1lER ----�-�""-��r� A. SIDE COVER IS 21i21NC S �� TER A B . COVER BEYOND IS 2 INCHES �R �REATE� �, � � �1 2. IF REINFORGING IS SPECIFIED /�S EPC}XY G�ATED, INCREASE SCHEDULEQ LAP I�NGTHS BY 20% ° � 3. IF SIDE COVER IS LESS TH�N 2112 I C S , I C AS L N THS Y 40°l0 � � � B2 � c� m C� � B1 — � � �. � .�.�1 � � � ° ' � '� NO SCALE �AR LAYERING DI /�GRAIVI � � s �A� � -1� P` FORIVI �A�/ ER IVO SCA� E L�4 � � PLI \/ L PIVIENT LEI� C �" H � CHE � l1LE 1 ST P4UR 2ND POUR - 4d LTS , TYP � 1 112° 2112" M I N ��-o° M�c EM � EDMENT I N � TE � UNQ� � �°` � �'° ADD 1 /2 NUMBER OF BARS � _ INTERRUPTED BY (3PNG HILTI 'HIT RE 500" NILTI PHY 150' REBAR SIZE � PLUS 1 , SP,4CE AT 3" OG � EPDXY �DHESIVE EPC�� ADHESIVE �- ' Q1 FdR C�NSTRUCTION 06.3Q.2Q10 � � � � IY � Pi . . Q � � #3 31 (4 4112 gp� �� 1 �0° H �OK ISS. # DESCRIPTION DATE `�" #4 4112"` 61 /2'° � � �Q�� KEY, P #� �,o �oo I � ! � � ARGHITECT'S PRQJECT N0. : 21 � 1J . S .O� o #6 6"� � p�e 4'� Nl l N ��t. Q`� ° � #7 71 /4°` 12"` ' ,. --- -� c� ~ / � � T > 16°, #8 9'° 14`" d ��'� d 6 z Q _ �� 1 �— . w ° � z � = 1 1l2" EM � EDMENT z � - - u' 90° H ��K � 35° H ��K M� OFFSET � END � F-' DGES M,4Y E #3-#5 #3�#� 'Q Q DETAIL SIMILAR ANGLE P,T TI L I TI FOR CIRCULAR CONTR'S E�PTI4N � � � OPENINGS NC?TE� . D1 D2 � � . INSTALL PER MNFR'S RECOMMEND�TI �NS N�TESe 2 . MIN CQNGRETE fc = 4000 PSI 1 . ALL �ENDS Sf°lALL � E MADE �C�LD #3 - #8 6d #3 - #5 4d KEY PLRN NOTES : T < 16° 3 . DETAIL APPLIES ONLl' WHERE F�EFERENCED �N DRP,�/1N �S 2. #14 c� #1 � QAI�S SHALL � E � ENQ TESTED #9 - #11 �d #6 - #8 6d � � & LA� APPRC�i/ED PRIt�R Tt3 �ENDIN � Q 11' TE : 1 . CL �N SURFACES AN REM OVE LAI T A N C E #9 - #1 1 $d TYP CONCRETE DETAILS cr� � 1 . DETAIL APPLIES UNLESS REINF IS SPECIFICALLY DETAILED ON THE DRAWINGS 2 . WET � URFACE AND (�MOVE STANDING WATER PRIOR TO PLACIN� CC}NC�ETE �� W � c.� � � d N � Q . J � i �k Q � �— ° z � � � a scaLE T'�( I L I � c� � c�,L� °Y Y �f' T ►� a scaLE �v � � �� T I � � Q ° � �. W �. _._�.. _ ��_�_w . � �_ . _ _ _ .�w._. _ � .� �_ � . __� _ � .��__ __ � �� _� m.� �.� _ __.__ j Q � ( 16)#8 VERT ' ; _ w U? °' . � [r � � ' _ ' o s, � � #� D9WELS � 12"�G E� WAY �� yF , , ,s ;`A �y w � c r ... (y [�. o . . . . . . `' Q`. "�� .k{N&1Cmn. q �Q �{•+'�eF e . ~ � N Q • J "�,a� �' �AE. � U o W SEE PLAN �- 6 ff.� �a, � � � �°�� .-p. � �C � � �� `v� ' w � �_ ,P SY �---- N W Vi(ALL m 19�� LTS LTS LTS + 2 0 I � ..� �^ °�� R � � TYP UN4 �DO S OT QCCUR AT51M) ` `�'�'.��o ��@�° ��" � o J MARK F �TI � IZ INFO CING REMARKS ��,�fQ� A�e��c�� , : :,, L � UVxT � �� . � m. (E) PRECAST WALL. ---�,.; OV�! LS TQ N1ATC ' ° i DEMO AT SIM � V RT INF �'' WALL F2 2Bma��x2��0��X1 ��Oa� (�� #� Ew �oT - JUL 0 7 201 � � D�/LS copynght 2010 N - TIFT� ` � F3 3°�0`�x3'a0"x � �m0`° (4) #5 EVU �OT � � T � 4240 Ar� hitecture In � . c, � O F4 �o�°�nX4��QnX� �°`�a {�} #.�j �VU �C�T - OWNER TOWN QF VAIL (8)#8 VERT � DEPARTMENT OF PUBLIC WORKS � 1309 ELKH�RN DRIVE o' �, F5 5�m��FxS,_0°"�1 '-�B0 (6) #5 EW �OT - VAIL, CQ $1632 T(IF t: 970 .479.2158 IC� � ! .. r ; ARCHITECT 4240 ARCHITECTURE INC � ,::.: . ...::. ,.: _ ��..:. SE � PL�N @p o, �o �� om o� � FC � O X6 O � � � �T� #F EW BOT — 3003 LARIMER STREET DENVER, CO 80205 t: 3D3.292.3388 f: 3Q3.292.3113 � � � F7 7P��"��,_�FF��Oaoa 9 #6 EW ��T — civi� ALPINE ENGINEERING ING � � �- c � #4 TIES @ 1 : ��iNEER 3451Q U.S. 6 UNIT A9 12„ ::...:............... . :...:::. .:..:. . . .:..: . . . :.... .. . . . EDWARDS, CO 81632 � � IES � t; 970.926.3373 f: 970.926.339Q 12" �.,,, MATCH SIZE ANQ NUMBER suRVEVOR PEAK LAND CONSULTING, INC. �F FTG LONG �ARS 1000 LIONSRIDGE LOOP DO NOT UNQERMINE (E} v,ni �, co s � s75 1 '-9° 1 '-S�� FOUNDATIaN . ESPECIALLY t: s�o.a7s.ss44 AT EXIST GRIDS E-1 & E-E #4 DOWELS �a � 2��C�G STRUCTURAL MARTIN / MARTIN , T EMGINEER 12499 W. COLFAX AVE LAKEWOOD, CO 80215 CP1 CPZ 1 '-0" MIN � � t: 303.431 .6100 f: 303.431 .6866 MEP BEAUDIN GANZE CQNSULTING ', ENGINEER ENGINEERS, Ih1G. ' 110 E. BEAVER CREEK SUITE 2Q2 ' � AVON, CO 81620 Na sc�� E C (} NCFZETE PEDE � TAL � � � � � �A� � l� F' SIRIC� LE STEP AT 1(VALL F TI [� (� O SCALE �� LL � � �' � t: 970 .949.6108 LTS C NT THRU FQOTINC L A S , - - - - - - - - - Ui1 �,4RS � � - - - - - - - - - - - - , � � � �` L � � � � LTS QR CONT pLAN � � � x AT CONST JTS d� � � ELASTOMEftI � JT LTS AT ALL BAR SPLECES 1� � � �1 � - SEALANT WHERE L T F TI I T TI T�FT� ' SEE PI�AN r��q " REQD (SEE A C } � T(FTG , SEE PLAN � �E � �T� � TOP I F IF L �ARS N � � N�TED fN � � - _ SCHE �' � � LONGITUDINAL T�P REINF IF o Q `�' REINF NOTED IN SCHED � ��.1 � � , — W �AR� f— � p � � � 1 /4" PREFORME JT FILLER 11E � TRANSVERSE . � � � � � FULL SLRB DEPTH , FILLER SHALL REINF � � � � �. �r 6,� NOT PR4TRUDE A�C��/E SL,�� - ' � __ -- i --- � - - i - -- — i � - - - � � � � � � �OT REiNF �i ' ' '— � , � - - �— � - � i - , , � -- �, � I �, I -- ( I � I ��, -- , -- , � � � �[ ``� � � � � - (2) #4xC4NT � PER �CHED � � � I � - ' ' ! � - � C3 � � � � - � � � � � � — i I i � � � � I � , � i � � � APPROVED BRG c� /�PPR�VED 3" CLR !�1 � � � � NfATL, SEE ,� � �RC MATL , 5EE PLAN DIMENSIONS � � t�i EARTHUVORK � � L� rs EARTHUV�I�K L x W � SPEG �/ SPEC � } T : , � 1 . CLEAN SURFAGE AND REM�V �AlTAN� e UU T lJ F�� P,N M �V STANDIN� WATER IMMEDIATELY PRIOR TO LP,CI G G C � � ' 1 1 �� = � °-a° `� �' S � � I � OLA°TIO �I J � I T NO SCALE T�" P � T I TI � � � ��L � Y � E� � F � �TII� C� � �" �L� 1ST P��1 � 2ND PC7UR LT� 2e_�� TRENCH TRENGH 2�"0�� TQ] M TCH V RT� BARS � LTE LTE ' EXCAVATION EXGAVATI �N ,��.,,�..��e�u�� GRADE WHERE DW�S CTR � � � ' � ii 01 FOR CONSTRUCTION 06.30,2010 �t ALTERNATE HOOK � DIRE��IO �f ii ISS. # DESCRIPTION DATE ; ARCHITECTS PRO�ECT No. : 21615 .S .05 � ii � � � � ( I ; � ,i� -I�� - �I �� _ _ _ _ _ �ATCH siz� �� Q -- NUMBER OF FT� a FTG � � � ; I i – — � ° � � �� 1 f i I � � -; I � VUALL DO EL � SI LE L YE � �OT BARS ,,.. � � r. ��` - \ � - --- i I I � ( IN �1DE FP�CE SH�UVN} � � � � � � � � � _ � _ I � � B/FTG A JA� �JT T ALL � � z � I I I I I I I � I I I SHALL AT L iJ� I W � 4" CLR 4"` CL� �? w �/TRENCH EXCAVATION SHALL N4T �� THIS LINE ' ' c.� vo a EXTEND BELOW THIS LINE [#5] DWLS , SPACING � SU �G DE � EL��IU THIS TO MATCN VERT � _ LINE Ca�IP�CTE BARS �,CCO IN T S300 � EARTHW K SP � ' I KEY PLAN cn � [r u� W a TYP FOOTING DETAILS „� iNALL DOI�ELS EA�H FACE � cri � � � � Q `� csa � ,� J � �k Q �c, f— � � � W No sca� E TYP EXCAVATIC) �V AT FTG � a sc�� FT � /aI� JACE �JT T � VV1/ LL NO SCALE �� p � ,� � LL T I � FC) (�7' � NG � � � �� T� T I � Ft� C�TIN � � ORI � T JT � OU . . � � � � � Y i� i � � W � — � . . . .. . .. . . ...... .�. _ . _ _.� _��y� _ s.,��, ,.�.� .� __-__ � o � � ' W c/j ai c � � � � ' ° `�' LTS OR CONT, TYP u � ° %' ¢ � � �UTSIDE FACE (SO� L � � � � ° , ,��,� � o , t:,,� �� , � � z � � � � SIDE) _ „ � � � � , � � � , , � � , � ,_ �_� � �; , � _ � � � , � , � � � � � _ � � � � , � � � � � � �- ,�� ..,� � � �/� � , i II ' I ' j ; I� � j i � — I ; � ; ( � i ' i �� -� �,� �� ., Q��AL � ,itc� o,� . 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T 2 r 6 r . i ' - ! ° CROSS WALL � __ � OWNER TQWNOFVABL HQRIZ REINF �' DEPARTMENT OF PUBLIC WORKS � ' 1309 ELKHORN DRIVE CL - - ' �.. ` � ' • - o VAIL, CO $1632 ' � �' - — t; 970.479.2158 ' ; 6Q'-Q" M/�}{ ARGHITECT 4240 ARCHITEGTURE INC ' OUTSIDE F/�CE 3003 LARIMER STREET (S� IL SIDE� – LO G�TH�� DENVER, CO 802Q5 ; — o OPEN GIRCLE INDIGATES �� t: 3os.29z.33ss f: 303.292.3113 - V�RTICAL REINF CIVIL ALPINE ENGiNEERING ING - ENGINEER 3451Q U.S. 6 UNIT A9 � � � � ; EDWARDS, CO 81632 _ i _ � SQLID CIRCLE INDICP�TES �DDlTI �NAL t: 97o.s2s.3373 f: 970.926.3390 __. , _— VERTICAL BARS , SIZE T� M�TCH suRVEVaR PEAK LANQ GONSULTING, INC. � WALL VERT REINF T ' 1Q00 LIONSRIDGE LOOP 1 . SUBMIT LC��ATI �NS � F �� NST JTS F�� REVIEW PRIOR TC� CONSTRUCTION VAIL, CO 81675 ' 2 . LOCATE CC}NST JTS AT LEAST 5@-0" FRC}M PILASTERS AND CORNERS , AT GR BEAMS , k: 970.476.8644 � JT SHALL IN 9 L T B F � ,�N STRUCTURAL MARTIN ( MARTIN INSIQE F�C�S ENGINEER 12499 W. GOLFAX AVE ' LAKEWOOD, CO 80215 ' ' t: 303.431 .61D0 f: 303.431 .6866 '. MEP BEAUDIN GANZE GONSULTENG ' ENGiNEER ENGINEERS, INC. 110 E. �EAVER GREEK SUITE 202 °T� �1 1n/�LLI�TEI� V�/� LL/� I� � Nf AVON, Cd 81620 N (� � �� t: 970 .949.610$ No sca� E TYP T1FN � WALL �T INT S (� G � � o s ��L � 1��' P GR � EP�M / FND 11/�//�LL /T LA� EF�� EII� F LERIC� TH LIf� IT � HRRDSCAPE �Y 4THER� — - - - - - - — - - -- �E p 2�� LR TO REINF , 12" N1AX � ; ; - - - - T'YP EW � SEE PL�N ` � • LTS 3" CL� - - - - - �, � � � 3„ � L�J • FQR ADDNL REINF � � � tJa � � � � m COLS, SEE NOTE 2 ------- �� -... II � @ 1 I � ii � � � � ° [FQRMED JT, S603 w � , _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _; � _ - _ _ _ _ _ � � � � � � . � EE ARCM] ° ALIGPJ PEN 5 I ii t�- `� °- � � � � � 5300 #5 HORIZ a� 12"OC , EF VERTICALLY � � Q a � � � � — '_.,- � � � �n � � L�, � - VERT WALL --°� W . (�EINF � � ' " `-.�--" °w � � LL9 � ' � ii � � � � � o � � ii � � � � � FOR DETAILS NOT ° o ° ; � NOTED, SEE � 2 � ; � � � ; ; � p C� #5 VERT @ 12"aC, EF B/VVALL � � � � — � C,� S312 • • ° '� � � ., '� HORIZ WA�L. 1 = I I I � ( I I � � � � � �, o REINF = 1 il - I I I i I I I i I I I � 1 = � � � �� . NOTE 1 '� � � � 5 NQ1'ES : � � � � INTERMITTENT 1 '-0° SEE ALSO S311 1 . GREATER C} F 2xD �lND 12°' , 1NHERE CLEAR DISTANCE IS NOT ACHIEVABLE , TREAT � � � o p • LQNC K YS Qa �°-Q" OC °�--� AREA AS S1N L P NIN� INF C R '"TYP CIP SLA� OR WALL OPENING°° DETAIL � � 2 . DQ NOT GfJT � �T T TIQNS LOCS . RE AR MAY BE MOVED 8" MAX T0 ° _ � ACC�MMC�D�TE PENETRATIONS � � q � � ' I �°$°P � �"� � �.,, � � , � � � ' � e '� '� 3/4,� - � �_o�� PE � ESTI� IAN � RIDGE - EIVD V1/ALL RI � SCALE �YP OIVALL VEFZTI �AL � � T J l T si4° _ � �-a" E?�TEI� I T � LL E � � � L � G NO a �ALE �� L Ei� E � � P �IC� � TH � IJ VV�LL HANDRAIL , SEE ARGH � w .J J VENEER , ; ; , n► � � SEE ARCH � ATTACHMENT BY 9 ° "-' #5 HORIZ 12° � STOREFRONT SUPPLIER �3 � 2 � w � � 3�-Q�� (DEFERRED S� BMITTAL} � TOC � = o� FOR CONSTRUCTION 06.30.2010 � #5 VERT @ 12" ---�-__,, ' g #4x � ASTNI A706 Q'VLS @12" , � � SEE PLAN � � 13S. # DESCRIPTION DATE ' c� � �END DOWN � #5 HORIZ @ 12° ARCHITECTSPRQJEGTNO. . � � � � S .S .O� 5312 °' FINISH GRADE , �-' - ° SEE CIVIL � `� 0 c� --- i � • �� #5 VERT @ 12" � CJ c� C7 ._._.__......__.._ �- �. . � ~ � � I- 1 i 1 --- � � 10�� 5�� #4xCaNT � � �' , � D � OUTSIDE DIAMETER W z 3D ( 12°` MIN � � a . . . � � #4 TIES @ 12° � �LEA� -�, ¢ T(JF ° ° — NOTE : WNE �E CLEAR DISTANCE � ETWEEN SLEEVES CAN NOT BE (3)#4xCONT ES ' ' �3)#5xCaNT 6 �EE PLAN . o � AGNIEVE� �S SHC�WN , STRUCTUf�L ENGINEER OF REC�7RD SHALL BE . � w . 4- NQTIFI . ' ' SCNEDULE 4a SLEEVES SN,4LL �E U � ED IN GRITICAL AREAS OF THE WALL KEY PLAN ; (3)#7xCONT T&B E� EQ $" ��P $�� AN SL� S AS T IN Y �TRU �TU �AL ENGINEER OF RECORD. "' IN WALL LA �Q UIl"S ATE� THAN [Q. 2T] SHALL BE SU � MITTED � � � Q 'l' - �---- ----•-� #5 12°'OC F4R VIEIIU TYP FOUND,4TION WALL DETAILS v� c� �i � �-- C.� C° � z 2�-�� N � Q _; � � ¢ � i- `� � � W Na scA� E F' EDESTRIAN � RIDGE - SIL E 1IVALL � � � ca�- � 7YP l"/ F �1D V1iALL AT � � N � L 3�4° _ � �-o ° E � � � L � i� TI � IV VVALL � � � �� I � I C) f� � � fVD� IJIT I �I � L/� � C� F� I�VA,LL OU , . � v � � O � � � w d � � � � � W q ui • L � ('/� � (U . � � . . � � � .�.-'.�"�`..-*-''�,=,'�"',,,-"-.� . � � 3„ ��pa F ��i� � ;� �REL°� �'.�� FND WALL GRADE BEAM SOG , SEE PL • �`'�a e�`� �a gT � � � v�� . m U m41 1m � o -� - - - - - - - - - - - - - - - - � . � � .� o LTS LTS 2 #5xCONT 2' • '�° � � � .n � SLAB POUR OVER --- t ) • ��'.�'•• •a' �', � •• ��..• ��``` � ° 'r' FND WALL ADDNL #6@12" (2 MIN) A � � � WHERE NO TOP BARS , � , o cy MATCH 51ZE AND - - - - - - EXIST _ � � NUMBER OF BM ° ' 0 o TOP REINF � o � 1 � �� 1 Z �� ADDNL STIRRUP ES � . (4)#5xCONT TOP -°--�-..��, � copyright 2010 ; W o 4240 Arch itectu re I nc . � � #3@10" ---. ' N � C� , .��"`'~� OWNER TOWN OF VAIL , � � ADDNL #6 G�'I Z�� W e� 2�� CLR DEPARTMENT OF PU6LIC WORKS --: � MATCH SIZE AND �2�#SXCONT EA SIDE _ 1309 ELKHORN DRIVE U NUMBER OF BM �2 M � N� o vAi�, CO 81632 N t: 970.479.2158 SIDE REINF LTE LTE � . � W 4 #7xCONT E��TT�M ARCHITECT 4240 ARCHITECTURE INC � � 3003 LARIMER STREET DENVER, CO 80205 ' ��TCH S �ZE ANQ t: 303.292.3388 f: 303292.3113 ' NUMBER OF �M CIVIL ALPINE ENGINEERING INC �OT REINF ENGINEER 34510 U.S. 6 UNIT A9 T&B REINF TO RUN LOCATE IN MIDDLE � EDWARDS, CO 81632 t3) � � UN NT RRUPTED THIRD OF SPAN � �_g" M SURVEYOR PEAK9LANDCONSULTING,6NC. � ' 1000 LIONSRIDGE LOOP VAIL, CO 81675 ' 4° t: 970.476.8644 ' LTE 3�� STRUCTURAL MARTIN 1 MARTIN ' ENGINEER 12499 W. GO�FAX AVE LAKEWOOD, CO 80215 ' t: 303.431 .6100 f: 303.431 .6866 ; MEP BEAUDIN GANZE CONSULTING ; ' ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 ' AVON, CO 81620 ' � � � ��E �( P GRADE BEAM TO FfV � �/fi� LL - 1 NO SCALE TYP GRA � EA(VI � � N � T JT � " = 1 '-��B � � EAM - INTEI� IOR t: 970.949.6108 HARDSCAPE �l( OTHE�S � � . � (4)#7xC T T `� - - - — - - , , ' 3/4° EXTEND 42° EAST � - - — - - — - - � KEY � F GRID 2 ADDNL STIRRUP - - — - - — - - _ LL' W E F PN N � � � ' TOC , S 0 0 G , SEE PLAN < - - - - - - - - - - - z � C7 LTE � LTE - - - �" � � � �' �- , LOC OPNG WITHIN � • • ° MIDDLE THIRD OF z � J O � BEAM DEPTH (4}#5xCONT TOP � p � Z � � LTE #3 DOUVELS a� 12" - - ° � v ✓ _ � � SLEEVED PEN SIZE #3 a� 10 � m W � ' SHALL NOT EXCEED a ° p � a O • D/6 , SPACE � (3)#5xC4�NT EP, SIC?E � 0 o W � � � 4 — #5 a� 12", i/ERT MULTIPLE PEN S AT �, 0 Z � Q 3xDIA OG MIN z - � C,� „ �4�#7Xc�N�r �orr�� . . � � � � n ADDN� #6@12 (2 u- ' • — #5@8", H(�FtIZ MIN) ABOVE AND 0 � � IW— � BELOW OPNG Q m � � Q (2)#5xC�NT � � �' � > TOC • �OTi'4M � �� J = ` SEE PLAN 1 -6 �, = m � V� � C�.� � � W � . � o t� � � �j � � �vo sca�E PLAZA PLANTER/SLA � No sca�E Tl( P C� 1�4 E� I� - SLEE\/ ED C1PE �II�1C� � �� - 1 �_��a � � E � EA �I - EXTEI� IOR - � �ow @ . SEE A�C� � RR�DE � EAN1 � � FND WALL � � LTS HARDSCAPE BY OTHEl�S 05 B.D. RESPONSES 08. 12.2010 I I SLAB POUR OVER FND WALL o2 asi #oo� 07. 16.2010 , � , SOG , SEE PLAN � ' ' MATCH SIZE AND o� FOR CONSTRUCTION 06.302010 a NUMBER OF BM - - - � - - - - — - - - - - - - - — - - �, � I I TOP REINF _ _ _ _ � � � � � � TOC ISS. # DESCRIPTION DATE � o � � � ARCHITECT�s PRO�ECT No. : 21615.5 .05 �ci o � • • o -� o N � � , � � � � � � � MATCH SIZE AND SEE 2 1 (— �' � Z o I NUMBER OF BM ALSO S313 1 I � � � � � t o T SIDE REINF -,...- � z � � � z � e � SEE PL�N " c? w � cn I-- � � _ _ MATCH SIZE AND � `� NUMBER OF BM ° REINF #3 D�WELS @ 12° BOT REINF PER � � � �r KEY PLAN S313 � U, � #4�� 2", EUV EC w4�� o P GRADE BEAM DETAILS va � � �.ri W � � Q � Nd� Z a ¢ J � �kQ � �— °°sa � `� No sca�E �l( P G �� Ee��l T� FRi � V!/ALL - 2 1 - 1 Q � E � EpelVl - E�CTERI � R W/ SLA � � � . . � � o sc��E STFZU �TURAL PLANTER 3 .. ` LL O G.L . � . . . . . . 1! � 1� 6A .. cc' � W � _ .......�., . .._. ___ _._ _,� __ __�_ .-�4 __. ,..._._...k..� _ .. _ �--- - __ - - ; _ _ _ _ ,,. ,� A �-.�m-,,�..,.��.m.�rv.��..,� �.�, � „�.,� --_ . .�m�.,� � . _ _ . .� :.,..,. � � � � � W Q ' > W L _._N.� .� . � _ °� . �'„' �y� �`��"``�, � � � �Q`�`Q� � m,m ��f�� Z C��° � f,�R�L �P�e �c�` o � � �c� �� p 7" AND LARGER • ` ° " -�°c� � 4° (MIN) THRU 6° „ � ��, 19531 �� . .� � o �� 1 CLR TY SOG SCHEDULE , �-'�a �•� �: �.�,.`� � � 6 � z TYPE THICKNESS REINF DETAIL REMARKS ��s' � NAL�� <�� w cs� ca a- � __ °�j o N � � � SOG5A 5,B #4 a� 16 2IS316 -- .� .-. " v/J ./ � � � SOG6A 6 #5�12� NO$, 3/5316 . � o ° 1 '-0° MIN 1 '-0" MIN STEE� GRP�TING/PLATE � • � � SOG6B 6"° #5(c�12" Nm�, ��py gh� 2�� SEE ARCH 3/S316 EC REINF co V} U) � e e W � � �a #�� E��r r it t r I . 0 �, _ �, - - #3x 16 CTR � SOG8A #5@ � 2 E- T& , 3IS316 E � � � • • C �p " �_ 1e � #�3 p�1 �° NS T�P OWNER TOWN OF VAIL � a� W/(2) #4xCONT �P ��L If�� 4 ' #4xCONT � DEPARTMENTOF PUBLIC WORKS , :-: 1309 ELKHORN DRIVE � � VAIL, CO 81632 U — — t: 970.479.2158 �� ' �X f Ul @ � 2��, Ec , . . #4XCONT ARGHITECT 4240 ARCHITECTURE INC ' FULL DEPTH HOOK �XCONT _ _ � • • • � � m DENVER, CO 80205 3003 LARIMER STREET � �� + „ � 1 '-0"� 1 �-0° t. 303.292.3388 f: 303.292.3113 #4X 3�� @1 $�� CTf� �X � �� ENGINEER 3451I0 USN6 UNIT AI9 G INC �; CTR EW, EC, (3) MIN EW DRILL AND PI�N SYNl�OLe �--� EDWARDS, CO 81632 � �-�° MIN � �—�° MIN ^' t: 970.926.3373 f: 970.926.3390 EPDXY P�ST�INSTALLED RE��41� �PTION SURVEYOR PEAK LAND CONSULTING, INC. ' 1000 LIONSRIDGE LOOP ' NOTES : VAIL, CO 81675 1 . SEE ARCH FOR SIZES AND L�CATI�NS t: s�o.a�s.ssaa ' STRUCTURAL MARTIN I MARTIN ' ENGINEER 12499 W. COLFAX AVE LAKEWOOD, CO $0215 ' t: 303.431 .6100 f: 303.431 .6866 ; MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 ' AVON, CO 81620 '� Q No sca� E TYP SOG RAMP/SLOPE 7 NO SCALE T'� P SOG SUMP PIT NO SGALE � � � Q � � � � � (� � � N4 SC�LE � � (� � � (,� � � � �JL � t: 970.949.6108 LTS + H #4x2'-6 @ 12" OC � DRILL � 3/8" II�iDEx1 /2° DEEP JOINT 1ST POUR 2ND POUR _ � EPDXY GROUT 6" INTO (E} � �FILL �U/ SIK,4DUR 51 OR �e #4 ES CONT !� �� ° SLAB USE CAUTION WHEN APPROVED EQUAL 1 CL� � 6 6 S3 0 � LL � 2�_ �� H K = SLAB I� LESS THAN 5" TNICK] a. WWR 6x6-W2.9xW2.9 i � REINF PER �CHED �qp � � Z 0 00 _ W z � � � > � � � ' � z � � �, �AR SUPPORTS , - W ,r � > MATGH TOP � � � � �, SEE SPEG � �, � REINF � (E) SLAB � cv� = 1 ��' _ � _ � _ _ � _ � Z � e TOP REINFORCING 2�_6�� o�� NC?TE 2 --`"�`�� ( �� - - �— `�' � G�. � � 12 ( I . 2 . ) � ( � U � � _ 2" #4x ° �@12" TOP , — — — � #3x� @16" UVI(4� #4xCONT CONT VAPOR Z _ � Q TYPICAL „ RETARDER, SEE SPECS — - - - 1 � C�NSTRUCTI(?N JOINT — � � Z 0 � - - - - - - - - - - - O 00 -__ -T-I-�_-__-_____ __ __ � r n = � � - - - - - - — — - � - � - � I � �� #4x4'-0@12", - - �` _ - _ � NOTE 1 1 /�° � � m W � � � �. 0 �� _ EC, CTR EQ � COMPACTED ROU �HEN SURFACE EXTEND REINF C.� � O _! ( 1 ) #4xCONT � STRUCTURAL FILL 6" 4° �ELOW JC� INT T� _ �_ � THRU JT g � � W � � � =-' X¢ 1 /4" �4MPLITUQE DRILL AND EPDXY - ,_; -- -,_,.; -„ —,� - - :,.,- - p Z � 0 � D A � C a & � • ve�.f �� I � ��e f� ��1 � � � � �1 '�A� � � . . . . �-ga 0ro , ,e~ ~Iot � ` � + Y! `=v • ��i . � � . G � IR' �9 a.. w A f� e�° � tI �- �A�+� • � � � �,�, BOND BREAKER TAPE AT P !� ," � '~ D ` ` ' " Z � r a r . ._ tl _ � BOTfQM OF JOINT I I �`I� I I I I I I �. �I� � I ' I I I�� I I I r � a � � � � P _ _ _ _ _ _ - - � - - � L I �- �` _ POST-INSTALLED RE�Aft OPTi�N NOTES : m (!� � 1 . PROVIDE T�OLED JT C�R S�1N GUT NS SPJON AS THE CONC HAS HARDENED � � = Q � EQ SUFFICIENTLY T� PERMIT CUTTING WITH �UT CHIPPING , SPALLING , OR TEARING (BUT NOT � � �2 MORE THAN 12 HOUf�S AFTER CASTING) = m � 2. PREPARED/Ct�N1PACT�D SU �GRADE , SEE EARTHWQRK SPEC � �1 � � WITH DEPRESSION CHECK SLAB FOR EMBEDDED v J W u,. ITEMS BEFORE SAWCUTTING � � . � o E"� J � . . . a ■ � � ..�. � Lid � No scaLE }� T L c�L L - - NO SCALE L � „ " I 1 ST POUR 2ND POUR �.. REINF PER SCHED LT� 9 � HYDRONIC HEATING 5300 � � (�Y OTHERS} IN DIAMOND QR �,, BAR SUPPORTS , `� �' w TOPPING SLAB ROUND �,, $ SEE SPEC w �� S311 05 B.D. RESPONSES 08.12.2010 0 11 6LQGKOUT � Q G�NST J4JINT � � `t #4 DOVUELS @ 12 , EC � � , � � _ 02 As� #oo� 07. 16.2010 = 90° � � � �_ � � � � w � „ � _ _ _ _ NOTE 2 ' ' — ' ' ' — ' ' ' -- ' � - #4 ES CONT 01 FOR CONSTRUCTION 06.30.2010 � 6�� MIN � � � � � , � CL COL cv #4 NOSING �AR, EC — CONT VAPOR RETARDER, = COLUMN ISS. # DESCRIPTION DATE U TO�LED JT AT o � ¢ CJ OR ' ' " EXP�� ED ARE�S COLU(NN CONSTRUCTI�N JOINT SEE SPECS � A N C H O R R O D S � ,,, 2 O P T I O N A L P O U R aRCHiTECT'S PROJECT N0. : 2'I6 'I5.SA5 Q BY EQUIP MNFR �, � ROUGHEN � C O N S T J T PiLASTER 1 /� o SURFACE ISOI�P,T� �N JT o, N NOTE 1 � � � � � � o #4@18"OC, EW, EC e � PLAN AT COLUMN PLAN AT PIL�►STER EXTEND REINF � ;, . � � iii= � � � � � � �a W Q L . � � � - . . � � • � a ,�. W �� C = � I � I I � I �Q`�� 7`c.�' � � � I I � � �("� e��m � m � �p� � Zp i i PL 3/8xXxX i i . ��0�e�,�AEt �c�� : �� -�� c� ffi � Q PL 3/8xXxX �,:=° � �, ' � � � p'� �� `"� � cn° r #4 U-BAR X/X �`�'� ON � �� o N UNDERCUT 3�� 3�� -._ �, .-. ANCHOR ES • _ , � � ' �� 12 � o � � VERT WALL REINF -----` 9 copyright 2010 .L � OPTION 1 ` OPTION 2 � Sv ' � � Ho�iz w�� EiNF, 4240 Arch itectu re I nc . � = TERMINATE ALL - — � � � i REINF AT OWNER DE ARTMENT OF PUBLIC WORKS Lj � � , � CONSTRUCTION JT , , 1309 ELKHORN DRIVE i � #3 TIEx �t � VAIL, CO $1632 BOND BFtEAKER t: 970.479.2158 • • � � • ES OF SLEEVE 2 ARCHITECT 4240 ARCHITECTURE INC -� ' i i , FULL WIDTH C� F B � 3003 LARIMER STREET � � ' � FORMED JT, SEE ARCH DWC',,� JOINT MAXIMUM ALL�W,4E� LE SLC�PE 1 : 2 .4 �319 �ENVER, co $0205 , y " & SPEC� , CONTINUE OVER _ _ �° t: aos.2s2.ssss f: 303.292.3113 WALL HORIZ ' � T/WALL TOW � CIVIL ALPINE ENGINEERING INC GRADE VARIES , SEE CIVIL �� ENGINEER 34510 U.S. 6 UNITA9 REINF , , WALL HORIZ ' ' SEE AB�CH EDWARDS, co s � s32 ! REINF t: 970.926.3373 f: 970.926.3390 NOTES : �� SURVEYOR PEAK LAND CONSULTING, ING 1 . PROVIDE CONSTRUCTIONJOINTS 60'-0" OC MAX. SEE ARCH FOR ACTUAL �dCATlQNS - = #5@12 1000 LIONSRIDGE LOOP SECTION PLAN 2. LOCATION AND DTL OF JONTS SHALL BE APPROVED BY ARCHITECT AND EN � INEER vAi�, CO 81675 , OPTION 3 PRIOR TO CONSTRUCTING F�RMS OR PLACING CONCRETE AND SHALL �E SH�WN �N � � t: 970.476.8644 THE SHOP DRAWINGS a �ARS STRUCTURAL MARTIN / MARTIN NOTE : — I ( I — I ( I - ENGINEER 12499 W. COLFAXAVE — — #5 p�,,? 12° LAKEWOOD, CO 80215 ATTACHMENT TO BE DESIGNED BY HANDRAIL , , ,, , � , � , ,, , ,,., , , ,, , , , � � t: 363.431 .6100 f: 303.431 .6866 ' SUPPLIER (DEFERRED SUBMITf'AL) , 3 • , � �� ,, � � , � ^ � x w � G�;a•-it � ir��r.��•P,.� ��wiL� 'Rra�,� #5 a�? 12�� MEP BEAUDIN GANZE CONSULTING - �`-`� • - • � : � • • ' � ENGINEER EN�INEERS INC. `� '�`"s" " � t�' " ' �' 4=` �"'' %��y� s' 110 E. BEAVER CREEK SUITE 202 � � � � � � si-n��bb 1�a� �`�L4�.�* �• �� •� �• . � O R � � � �• • �:. AVON, CO 81620 NO SCALE TYP HANDRAIL BASE DETAILS NO SCALE �� P RETAINING WALL C � NS °f JT �"°:`` °�`' �';-`� '` . ` •`��=::•. ' .= „ � �. � w _ , .• . y,. , ; ..,- . • .•,,: m,: �, �; : ' •:� r. ; , �• � • • t: 970.949.6108 . . . . . � os �•e •� � •{� ea.� ��:� + 7YaT � , � .� ��. . . . � . � fep :� �aJde7 �� eTe''1� �roat°�y . BACKFILL BEHIN � tN�4LL, SEE � �:�:`:;a�:� ;;�;.l� •s:; ;;; , EARTHWORK � PEC �R.f�-• :�=' : �':,�.,4:,,y. , .: • •:{ � . �� , a •. . ,. .+� : . . ' ' : '- - • . .. . . . . _ , � s .e. t;..� . ,:i, � •:. •. y t: . �• .r----- 2°� WEEPS @ �'-0 OC (MAX) . . i i . Y � ♦ ��. t s �, r . a ` ' • ' =°' r�' �"" • -�` � f: • WITH GALV SCREEN BEHIND , � � . . . �6 �. q � 6� ; �' �S+�y • d �� • ,. 1 '-6 WIDE (MIN) F�EE �� '' " ��y�-' ��'=• y'�� " � ' SEE ARCH FOR �OCATIONS � _` • `o �� e� � 2• d R � 9� .�. PROVIDE MATCHING DOWELS DRAINING GRAVEL, SEE CI�fBL � � � � a � ", � � � � � " �� ■` TO CONCRETE BELOW. DRILL � t � f4, . . . ` x � . `�^ i ,°� �` f� V .j�Y� � , �a �� ■ � � : F}:i� +,:�i � � . . ',. & EP XY PER '• emy`^t � • ;• �y_;_,-; GRADE VARIES , SEE CIVIL � Z 0 6/S300. Y , � . �F � , � .s = . � � � � � . . . , �a��e� Y� e aw�J�s� ee � . . . �11 �It s s � s } :a va{" "' .� .� � � . a :'Y-9 °�8 ±° m° a �° ° � ROUGHEN FACE , ; ;, t`{i�nqSY�F_�i� — _ - - , + L�; ; t . ;.- .•� — . OI ( �) �OIY � . r1 � � • �°fe . ♦ e . � . . f r' ° ° i I—, � ..;, 'a`;. .s ;;% 1 � rn . . 4 � q . - : � � � V -i `.f:• • a'::::� � "I• O a VERT WALL REINF " ' ' '� — �' � .�� . — — #4 VERT @ 12" -;,, . . , , ', . 'a . _ = 1 1 / CONT KE � Z --- � • . �. r; • - �• � � � � �� } f4�:�' NT ; 11 � � ' ��_ ._.� ' #5@12" 2 x a. � ES (2 MIN) _ __ ___ HORIZ WNLL ��.:�::i�a,° ,,, � — � . � .__ .,. . . _.__..___-"� � �i e M1�� 4 � � ,�' W � Q � � �( . �:f: � � . C ; • — ' � � 6 REINF, TERMINATE — - - ..: ,; �.; , ..y ,� b BARS ----_.. • -� , . . . . , ,, � � J �, � Y YY, L� S300 > 5Q% AT CONTROL :;�,, . , "' ' _;' � o � W �y, - ' '"' JOINT ' �� . �� " :. =- :� � � � m . , , . .. ;• ~ _. . .__. . _ ..� _.. _.. ___ _ _, . . , •: a z � ::� � --"- .— ................__..� , . •� :,� iti L i-� S . . . . �,, � _ • • TOF: VARIES , �ASED � DE ;• g: a. ;°; • � 0 �,�.x,�«.�,��,.�M,�„�,,,��,,.�� e e a • � d° � 0 � � � REVEAL, SEE A�CH DWG� & STD HOOK LEN �TH — #4 DWLS @12'° , SPECS, CONTINUE OVER ES , TYP SEE ARCH (E) CONC WALL � �' � � TMIALL `�' Q � � � _I $�� MIN ' — — — - � o� � 0~C Q\ BEAR FOOTING ON - I I - I I I - - I I - I I I - I I I I I - I #5xGONT W � = O / PREPARED APP��VED DOWE�� TO MATCH VERT REINF m J � NOTES : �_ �� SUBGRADE, SEE ..,�_ � � o�f o 1 . PROVIDE CONTROL JOUTS 20 0 OC MAX. SEE ARCH FOR ACTUAL LOCATIONS EARTHWORK � PEG � V � #5xCONT � W � b BARS C A n � "'� V � � � ; � � ' 1 '� No scn,�E I N F I LL WALL D ETAI L � o s ��-� T'� P RETAI N I N G WALL � � N °TR� L JT #4 DOWELS @ 12", —\ �,�TERN�,rE � iRECTioN CANTILEVE � RETAINING WALL SCHEDULE (3) #4xCONT ---� — SEE A�CH F�R �=0.4 ALLOWABLE SOIL PRESSURE = 5000 PSF os B.D. RESPONSES os. � 2.20� 0 DIMEN�IONS DIMENSIONS REINFOR�EMENT H A � C D � b 02 ASI #001 07.16.2010 �c - - - - - - - H � 4�-��! 3�-�� '�� 2�-Q° '� �-O�� #� @ � 2" #� � � 2" 01 FORCONSTRUCTION 06.30.2010 p_, o • • 4'-0°' < H � 6'-0° 3'-0" 1 °0° 4'-0" 1 '-2" #6 a� 9 2'° #6 (,,?a 12'� ' � ISS. # DESCRIPTIQN DATE o , 6��a�� < H � 8�_�� 3�_2�� 1 �2�� 6'-10° 1 '-6" #7 @ 12°° #7 � 12° ' , ,� � �� ARCHITECT�s PRO�ECr r�a. : 21615.5 .�5 �n � � I � -0 < H <_ 10 -0 3 -6 16 8 -6 2 -0 #7 a� 9 #7 � 9 � � � N ' � N�TES : ' ' � � I ST(�NE VENEER, 1 . SEE �RCH/CI�IL F�R LOCATION AND EXTENT 4F SITE RETAINING WALLS , z o S30 � SEE P,RCH 2 . DESI �N IS �ASED �N AN ALLOUVABLE SURCH�GE OF 3q0 PSF vi z ( � � w � � z � Ic� „� 00 ; � , , I KEY PLAN � � , � w ° RETAINING WALL DETAILS c� � W �ri _ � � � � ¢ N m� Q ' J � *k Q � F— 0� r�- � U o � , , � (VO SCALE �rP c i � cAP NQ SCALE � P ��l �1TIL VER RET� i6VI �1 � VV� LL 'N/O �lEIVEER � � o ° � awa. �w �.��. __ _. _ . _ x. �-,_ } � o � - W � � � � �ti � � v � T- � t � , � `� � Q ' .�,� `f p��`t� �-� f�� °�E, r� O CD � , ` � ��w� ke t, . �� ,,,.. N ,� . .!r � �,�",;,� t�yy a G"'r-, `, � Y� \\�a ct a r, a'+ `'��, � � � � � . � �� s�� : W � 1� fY , � ° � �`� �� a I Z J � J � � � r,� o m�e.� Q = � � a � � �� r� � tt� �� ta c..� ' � �,��°�Q� o �� d��°��`�%`=� � #5 DOWE�S AT TC�P, - �� r � , <, � � � "' MATCH # �F VERT `� �° ��Q �° � ��`, J ARS • � a , I � � � � �c�p�y'rig�t72Q � moo � r i r a W v—'j � m � OWNER TAWN OF VAIL Q u- a- � � DEPARTMENT OF PUBLIG WORKS � � cl7 � W 1309 ELKHORN DRIVE �- AT ED � E/C� RNERq T� P AT INTERI�R9 T�P � a �"' o vAi �, CO 81632 W Uy Q W t: 970.479.2158 � p J = Q ARCHITECT 4240 ARCHITECTURE ING � � �Q � —� 3003 �ARIMER STREET p � � z W � DENVER, CO 80205 � � � Q � � t: 303.292.3388 f: 3�3.292.3113 � � W W � � G I V I L A L P I N E E N G I N E E R I N G I N C c� c�3 PRQVIDE DOWELS UUHE �E � � � H � ENGINEER 34510 U .S. 6 UNIT A9 �" OFFSET EXGE S 3@` � � o W o EDWARDS, CO $1632 1� C� t: 970.926.3373 f: 970.926.3390 C? C.� 1— C� SURVEYQR PEAK LAND CONSULTING, INC. 1000 LIONSRIQGE LQOP VAIL, CO 81675 t: 970.476.8644 STRUGTURAL MAR'PIN i NiARTIN SLOPE 'I :� MAX ENGINEER 12499 W. COLFAX AVE LAKEWOOD, Cd 80215 BASE QF BAR BEND t: so3 .4s � .s� oo f: 303.431 .6866 � � � a- MEP BEAUDIN GANZE CONSULTING SLOPE � � � � � ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 � � � � AVON, GO 81620 (3� TIE SETS AT BASE � � 1 1 /2" CL t: 970.949.6108 OF SLOPE, TYP � v� � � T� TlES - � � � � �T EDGE/C �RN �R � � � AT INTERIOR ca _ � � Z � � � � � � � ' � � � � DWLS TO MATCH � DUVLS TC3 MAT�H -----�.. � � � � � VERT REINF UNO � VERT REINF UN � � J � s � zQ � � � � � �. � � l,� � _., w � , _ � ° � w � 5" CLR TO DOWELS 5" CLR T4 D1�lLS � � ti � a � � � � c� � � � � Q � o � � ° � � � � � a � � � � w � � w c„ � � � � � ¢ � -- � � � � "� � C.� � '� `�' AT PIE � �R PILASTER LLI � � �' � � � � � � e AT CAP �� F4�TING °� � t„� � � � t�l � � � � 1 NO SCAL � ��' p � I L 'T� IL � QMIT TIES IF VERT �A,R CLE�R SPACIN � ----- ' IS 6" OR LESS, UNQ; o �c� � � e� � �s � � � � � TYP DWL � LAP BAR 01 FOR CONSTRUCTIQN 06.30.2010 � POSITION p � �� ISS. # DESCRIPTION DATE � r' ARCHITECT'S PROJECT N0. : 2 ') � 'IS.S. OS M � � �� 6 �� '� o �� ' O r Q .., r ti � � � � � � Z � � � . 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PROVIDE ° LA ° P �Z TAL J�INT INFORCEMENT WITH 2-W1 .7 (9 GA) 1 . P OVI E 3l4°'� ArCHOR BOLTS UNO . WIRES (MIN} AT 16e" C�C , Tl°PICfi�L. � . � � NQ sca� E TYP �l" F� MAS WALL � � IV1" i� OL JC) INT � o s ��,L � Zl( P ElV1 � E � � OLT II� IVI �� HE LE No sca� � TY � (� �� ALL � R �JE � � EIfV = � o ��L� T �� V �� 1nl/�LL � � HEDl1LE ��° �� GJ WNERE NOTED . ALIGN �� WITH EDGE OF OPENING . STRUCTURAL WALL CONTINUE ALL HORIZ JAMB UUIDTH CLEAR SPAN JAf� � iNIDTH '� �l� SYSTEM o� FOR CONSTRUCTION 06�30.2010 Q , � INTEL REINF AND GROUT � 14NI � SCHEDULE SEE SCHED SEE SCHED , , �. ��. ! c� i ACROSS CJ `�� `� ..,,; VENEER TIES ' � IS�. # DESCRIPTION DATE II �\ VERTICAL LEG OF ARCHITECT'S PROJECT N0. : 216 � � . S.OS C� I � _ �' ��J / ~' LINT L CLEAR REINF FULL JAMB ,� �' TYP VUALL REINF %r _,�_.m�.� � ii � PAN HT WALL WIDTH - - • . - ' - - _ ' - ' : � , : - - = ANGLE TIGHT TO 6ACK ,. o � � � � �� _ e� �� • . �•�- �� _' ; � � ; � � _ � �� : � `' 4F VENEER ° LINTEL REINF L _ 4 �0 - - . _ . _ � _ . . _ � , � ; .�, � � . . , � . - � ii _ _ � � � 4'-0" < L � 6'-�" - - , %` i' � � � � � ' � 0 6'-�" < L � 1Q'-0" - - ' w W � _� 1 Q'-0" < L � 12'-Q° - - PLACE SGHEDUL�ED �ARS AT c�—n Wr MLS S400 12'-Q" < L � 1 �`-0"' - - EACH JA , FULL T. Y LI T L �o o � L < 16'-Q° REQUEST FROM ENGR OPENIN� LEN �TH , L LINTEL BEARING EE REMARKS �--- FULL HT JAMB � REINF L � �op�oo L4x4�1 /4 4" - ' 3�_6" � L � 5°_0"� L6x4x1 /4 6" LLV KEY PLAN ' u� � � ' � "� TYP MASONRY DETAILS 0 � � � � ' r co � G= N � Q �I J � v a � � W � o � �a �. E E L � E °T� IL� � c� � �� T�` A� i/ Ef� EE � L � CJ► � E LIfVTEL ;� �, z � Q NC) SCALE TYP STR MP�S LINTEL SUPP � RT 7YP STF� IVIA� Jl�MB � � H � � ° � — ---- ---- - x�. _.�.,�o� ��,�. �� .m.� � 4m .��. �.��,�._� � ._,�.� ��,�., . a � _. _ � _. _ � .� .�.�,�.�� .� .,. _ � � o � . W <C L — ♦ i w a� *-+ = M-�-� ��, e � �� O � • � �,�'a �� /'�� Z � p� � � a � � . �,'° NOTCH PL AT , f �., � �.°�c °�� ' c.) J � � ?'-+ti • `� � �° o - - - - - - - - - - - � - - - - - - - - - � -� - - - - - - - - - - - - - - - - - - - BM DII , TYP � 5/16 �11 � ; 4 1 53 � � � � , , � � � @ -� �a � ° � �, � � � i i 3 SIDES 1l4 i 3l4"� ANCHO ROD , � . �� a m � ��•°��```` � N i i i � ,' ^ \ � 1 ° ^ STIFFENER PL i % �� o i HSS OR PIPE COLUMN �i` //� - o � �� _ _ . � ' � 8 � � L ' � �U� h� �10 O�O U � S500 PL WASHER 1 /2x2x2 W/ � Z PY 9 � � � FULL HEIGHT STIFFENEFt STD HOLE p = 4240 Architecture Inc . � �' PL 1 /Zx24x1 '-4 15/16"!� HOLES V W OWNER TOWN OF VAIL � � z � > DEPARTMENT OF PUBLIC WORKS @ 50" OC MAX 1 /4 3-6 , � a o V 7 /4 3-� i i i �- � Q VAI�, CO 8 632 DRIVE STIFFENER PL MAY � � � OCCUR ON ES i � I � ) ARCHITECT 4240 ARCH TECTURE INC ._-- (2)L5x5x3/8x1 '-3 STIFFENER PL � � �, �EN ER�co sozoSEET (3)3/4"�x0'-8 SCREW ---� � EA PL OPTIONAL LEVELINC i Z � t: 303.292.3388 f: 303.292.3113 ANCHORS @ EA PL 2 SIDES 1 �4 ' T Sa NUTS - � ENGINEER 3451I0 U SN6 UNIT A9 G INC 1 1 /2° � UT � �4 i 1 . ACTUAL STIFFENE GEOMET Y DOUBLE NUT OR HEADED � Z E�w�tas, C081632 CRADE �EP�M � iiAR' ES. SEE �ETAfLS ANCHOR ROD � �, t: 970.926.3373 f: 970.926.3390 , rY-' ',';: .{ , ,;r�;;-; ; :, . �., .{, ; - „ , ;. ; _,�:; �;; _ _ _ � 2 . ST( FFENER SURFACES THAT � suRVEVOR PEAK LAND CONSULTING ING. . . . • b � '� � J -f ; � :� �4 � Y� �. � y'• r • L • , NOTES • � . , � , r�,,. . . , ; s ,_: .�; . , . . .. � , - . . , . ,t ,�` • � � C�NTACT �All FLANCES SHALL �E , ; . �'� �:'-:' ., .•=: :• ,'•;-�r , , .y •. , . �, ..� ,. • :� .:,,,': � t^., • 1000LIONSRIDGELOOP _ , : • w.• . ,. � _, . :, :•. : . ,, r ,: , _ , , . . , ,._ � VAIL, CO 81675 TYP STIFFENER �� NiSHEQ FC�R �EARING 1 . SEE COLUMN SCHEDULE OR PLAN F�R t, N , AND � �(ALUES t: 970.476.8644 2 . PLATE SIZE MAY BE lNCREASED AS REQUIRED TO PFtOVIDE BOLT CLEARANCE sTRUCruw►� MaRTiN � MaRTiN ' � /4 �-� ENGINEER 12499 W. COLFAX AVE LAKEWOOD, CO 80215 t: 303.431 .6100 f: 303.431 .6866 ' MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 ' � AVON, CO 81620 �" _ � '-�° � E �1CH SECTION No scA� E TYP WF � E� TIFFENEF� NO SCALE �� p �{ � �/ pI � E � � L �ASE P' LATE t: 970.949.6108 NOTE : � � FULLY WELD ANGLES � @ CORNEFZ BENCH � � � � � � 3/8"S�xQ'-2 LAG SCREW -----, 4 � � _ @ EA PLANK SEE �500 �/? FOR A TIONAL � � � � WOOD PL.ANKS , --- INFORMATION U � � _ � SEE ARCH �� -� - - - - - - - - - - - z s J e— � z z p 0 $ MAXIMUM # OF BOLTS , � � � � t.� 2 SHOWN IN STL CONN � ,� SCHED ; � � � � � O N a. � RFi ooz -- — - - — - - STRIP FLG ONE SIDE � � �U W � _J 0 � � O �- - � U �4x3x3/8xCONT (LLH) . FITTED PL 3/8 � WELD FULLY @ � SPLICE (IF REQD} 5/16 N N w � 3 SIDES � �"' ..� ~ s 5/16 � � � � Q 1 /4 W c,/) = O � 114 —1� � , J� � � N VJ � � � � N � � O � J � � J � � 3'� = 1 '-0" BENCH DETAIL No sca�E TYP FIJLL � E �T � HEAR � CBI� N 05 B.D. RESPONSES 08. 12.2010 02 ASI #001 07. 16.2010 ; Q P� � /2X3X3 W/�SHEf2 �/ 01 FOR CONSTRUCTION 06.30.2010 � STANDARD HOLE �j ISS. # DESCRIPTION DATE ' 0 0 ARCHITECTS PROJECT N0. : 2 'I G 'IS.S.OS � 0 � a N � 00 � � � , z o 4 SIDES . . w 3/16 1 1 /2 cn �— � z w � za c? „� '' w ¢ 0 0 KEY PLAN : � �.c� W �°,� � � TYP STEEL DETAILS � W � c.� N � Q " _1 � � Q � �- �I �- c� W O U .� 3 NO SGALE F� PL�T Wpl� F� EI� � � O � ' � aw � _ _ ---- -- - --- - . � �o�. n,�TT�._ ��.�� ... �� .�. �� ____. �_ _ ------ ___ . _ ----�. ; ,r ' � c? � - . ' _ w � �, _ . e c o � � � ,f �� ,�� 'Y � pv N p i o �, �°�,��,PE� f�re��.��,, . ` - - - - - - - - - - - - - - N4TCH PL AT � y m � �,� �. U o W 7 -,- BM RADII , TYP � � � r � e � �� T - - - - - - -- - - - - - - - - - - - — � � � ,-r� � � � c`' 1 �� °� � �'; ° �`,� 5/16 2" TYP ` ' q �� :. � �� Z � � i i i •��...y�� °� e� �� I I I �4 I � � � � ��°� msmo �°� ��,jj �i4 � A� cHa� ��as , u �� r� � �_�;�,; ��. � � � -� i i 3 SIDES 1 /4 i �� `�' �C� .�- � � � J i i i O ,r _ � M T ' o � STIFFENER PL -----"`� i HSS OR PIPE CC�LUf1� N 'i� \j� � , C�n, i \ �� =r• �` � ' c- 8 4 O �IU OPY09ht 200100 c�v PL WASH �R 1 /2x2x2 �fl g E-- s�"" FULL HEICHT �TIFFENER o ►- � �TD HOLE � � h � 4240 �rchite �t�are Inc . � PL 1 /2x24x1 '-4 15116°°� NOL S � w QWNER TOWN OF VAIL � � 5O" OC CVI�X �[ �1� �o� �� i � Q o DEPARTMENT OF PUBLIC WORKS �- � /� �-� i i i � � Q VAIL, CO 8 6R� �RIVE STIFFENER PL N1AY � ; ; . 1 t; 9 7 0 .4 7 9.2 1 5 8 , OCCUR ON ES � ,__ _ ARGHITECT 424Q ARCHITECTURE INC — �2� ��X5X�/$X� �°3 __._�� 3003 LARIMER STREET � E� PL STIFFENER PL � OPTIONAL LEVEL� NC �, o- DENVER, C080205 �� /4�t�Xo°-$ ��REW % � � � t: 303.292.3388 f: 303.292.3113 ,- , 1 /4 i � uT� � � GIVIL ALPINE ENGINEERING INC ANCHd � � p+ PL 2 SIDES i ° ENGINEER 34510 U.S. 6 UNITA9 1 112`� N�S � � UT 1 /4 � 1 . AGTUAL STIFFENER GEOMETRY � ca � DOU �LE NUT 4R HEADED r- �' EDWARDS, CO 81632 ' , , �� i �� E� , �E� � ��' L� ANCHt�R RQ � cv t: 976.926.3373 F: 970.926.3390 - ''r ',-� , „ ' ' , s :_ =; • --,�. . , ,- " ` . ::= : -� ':•, �;,�_- _ _ _ � � . STIFFE E U FAC S T AT �- SURVEYOR PEAK LAND CONSULTING INC. r , Y 6 { R 1000 LIONSRIDGE LOOP A . . e _ y4. �. . . . ° � • ` S• .: l -. � . 9 : :a` :-, . . _'•"::°� �� '` ' �`�° � ' � �=;-•�`'-,°� �� ° � ' � NTAGT FL� � S SHALL T a � �. ;:; ; . . . .': ' `-: .. ¢. t �': �" : •:, �- �-<• ':,. .- .•- . •.� ". -_ � VAI�, CO 81675 FINI � HED F(�R �EARIN (� 1 . SEE COLUMN SCHEDI� LE �R RLAN F�R fi, N , AND � VALUES TYP STfFFENER 2 , PLATE SIZE MAY � E INGRE�,SED AS REC�UIRED TO PROVIDE BOLT CLEARANCE t: 970.476.8644 ' STRUCTURAL M�4RTIN / MARTIN � �4 �m� ENGINEER 12499 W. COLFAX AVE LAKEWOOD, CO 80215 ' t: 303.431 .6100 f: 3�3 .431 .6866 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. i 110 E. BERVER CREEK SUITE 202 ' AVON, CO 81620 � � a sca� E 1�1� P V�tF TIFF NE � � � o s �� l� I � I � E C � L � AS � F' LATE t: 970.949.6108 ��8 = � °-a " EER1 � H � E �TI � �I NQT : FULLY WELD ANGL S � a� CORNER �ENCH � . 3/�"�x0'-2 LAG SCREW ----� � � a� EA PLANK � � FOR ADDITIONAL � 0 C�8 WC}OD PLANKS , ---� 1NFORMATION � � � � �EE ARCH � - - - - - - - - - - - � - �� MAXINIUM # OF BOLTS , � � � � t� '�C 2 SHOWN IN STL COf� N , � � � � SCHED � � � � , � �� — - - STRIP FLG 4NE SIDE � � � � � Q � �'� C� i.IJ � � � �� L4x4x318xCCINT. � � FITTED PL 3/8 � � � � � WELD FULLY @ � SPLICE { IF REQQ) ; 5/16 � �, � � —� 3 SIDES 5/16 �( � � � � � � � � i4 1 !4 � � � � � U � 1.1.�9 s � � � � � � � , 3 " = 1 '�a'� 6ENCH D � TAIL NO SCALE T'YF' FIJLL � � � � � � � PL 1 /2X3X3 WA� / 01 FOR CONSTRUCTION 06.30.2010 d � STANDAFD HOL ISS. # DESCRIPTION DATE � �j ARCHITECT'S PROJECT N0. : 2 � � 'IS.S .O�3 csi o i �-- a c� � T \ � � � w 4 SIDES 3I16 1 1f2 c� i— � z w � � � c� W -w ¢ � � ' KEY PLAN cr� �.c� W ° TYP STEEL DETAILS cr� � ,.r; w � C,� co � Q � � Q J c"—'' � O_ � C? oz � Q � � L �- � o � ', � cL w � ....,� aa� �..� ��P .b�� :��..��:�;��, _ . __ .� _ _ _�..� __ _ ------ ---- —_. � . � W <C L • � _ � � 0 � ��G �-�=°� ' _ � � � c!� q�P�. � � � � �l�f'l�'� UZ o , ��\G�,Ae� ,�1c9�".,�� o —� • U � s -u �n �� 1 1 �� . . � o � � �� .. � tl . o � 5540 �540 ° �'��°�� • � • �� W � ,..' °'" NAl �' � �. N � ' O ..- .,-. .-. N 0 s,_ � � �� 12 �0� o � � � DESIGN CRITERIA F�R PERF�RM�NCE SPECIFiED CC�LD FORMED STEEL FRAMING (CFSF) �opyflgnt 20 � 0 .0 � � � COLD FORMED METAL FF�AMING ! S �4 PERFORMANCE SPECIFIED SYSTEM DESIGNED AND 4240 Arch itectu re I nc . � � —�--- 3" N11N EDGE DISTANCE PROVIDED BY THE GC}NTR�CT�R (CFSF CONTRACTOR). REFER T4 SPECIFICATIONS F4R PROFESSIONAL ENGINEERINC AND SU �MITTP�L REQUIREMENTS. CONTRACTOR SHALL DESIGN OINNER TOWN OF VAIL U � 1 'I 11 4�� PVIIN FASTENER SPACING DEPARTMENT OF PUBLIG WORKS S54Q 5540 ALL MEMBERS AND C�NNE�TIONS FCIRMING A GOMPLETE SYSTEM FOR THE WIND FORCES 1309 ELKHORN DRIVE � .� INDIGATED IN THE DESIf�N CRITERIA SECTION . IN ADDITION TO THOSE FORCES THE FOLLOWING fi 970.4 9.2158 COLD FORMED STL CONSTRAINTS SHALL � E N1ET: aRCHiTECT 4240 ARCHITEGTURE INC OPNG WIDTH PN � ' 3003 LARIMER STREET _ IDTH � 1 . FRAMING MENIBERS InllLL � E THE DEPTH NOTED ON WAL� SECTION ON THE ARCHITECTURAL DENVER, co so2o5 „ � DRAWING�. GONTRP�GTOR WILL G�NSIDER THE NEED FOR LARGER SIZES IN SOME AREAS WHEN t: soa.292.ssss f: aos.2s2.3� � s � PREPARING BIDS . CIVIL ALPINE ENGINEERING INC T�C PAF � � ENGINEER 34510 U.S. 6 UNIT A9 _ _ � � EDWARDS, CO 81632 6 M 2 . MINIMUM STUD THI�KNESS �A�ED ON THE P,TTACHMENT OF CLADDING MATERIAL IS GIVEN W t: s�o.s2s.3a�s f: 970.926.3390 � � THE FOLLOWING TA�LE: suRVeYOR PEAK LAND CONSULTING, INC. 554� 1000 LIONSRIDGE LOOP Su ""' VAIL, CO $1675 IN CONC�ETE WALL TYPE MlN . MIL THICKNESS MAX. STUD SPACING t: 970.476.8644 ' TYP WALL �� Z4�� OC STRUCTURAL MARTIN I MARTIN SHEARWALLS 3� '� 6° OC ENGINEER 12499 W. COLFAX AVE LAKEWOOD, CO 80215 COLD FORMED STEEL T�,4CK THICKNE aSES SHALL BE EQUAL TO OR GREATER THAN THE WALL t: 303.431 .6100 f: 303.431 .6866 STUDS ATTACHED TC� IT. MEP BEAUDIN GANZE CONSU�TING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 NO SCALE �� P CF OPEN I NG FRAIVI i �I � � � � F � � � �� FA�1' ENER DO NOT BASE BIDS ON THE A�OVE MINIMUM THICKNE�SES . VARY THICKNESS FLANGE WIDTH avoiv , co s� s2o 7 4, NO SCALE YIELD STRESS , AND aPACING AS REQUIRED TQ SATISFY PERFORMANCE CRITERIA. t: 970.949.6108 ( PAF ) 3 . FRAMING MEM� E�S UVIL� DELIVER F�RCES TO THE STRUCTURAL FRAME AT THE LOCATIONS AND DIRECTIONS Nt3TED Ih1 THE DETRlLS. VARiATIONS PROPOSED BY THE CONTRACTOR/GFSF ENGINEER TO ACC��IM�DATE PREFA�RlC�►TI�N AND ALTERNATE SCHEMES WI �L BE SUBJECT TO JAMB STUDS #10 TEK SCREW THE EOR'S REVIEUV. ^/ L.L.. � @ 12" OC TYP TEK SCREIN SIZE d 4 . LOADS : � Z a. #10 5/8° -INTERIOR PARTITI �N L�AD �F SPSF SHALL BE APPLIED TO ALL INTERIOR SURFACES . W -CFSF CONTRAGT�R SHALL ACGOUNT FC?R ANY ECCENTRICITY AT CONNECTIONS OF WINDOW � ' � � (6) #10 TEK SCf�EWS � � PROVIDE TRACK EA N #12 3/4" HEADER TRACK OR SILL PLATE WHICH ��ULD CAUSE ECCENTRIC LOADS ON COLD FORMED � ; SIDE OF JAMB PACK HEADER TRACK, � � METAL FRAMING . W Z � � TYPICAL MATCH GAGE OF WALL .� �LOCK STUD , � � � STUD ABOVE �. NiATCH WALL � � 5. DEFLECTION CR9TE�1� U 0 �. p�., STUDS x 6" L�NG �, � - MAX VERTIC�L LIVE L�AQ DEFLECTION LIN9ITS USED IN DESIGN OF STRUCTURAL MEMBERS AT C'3 � _ � � � �' --�`— � � VERTICAL SLIP CONNEGTi �NS : z z Q � Z � (2) #10 TEK � � TEK SCREWS � � RQOF PURLINS = 1 /4'° � � O `- SCREWS @ 12" JAM � STUDS � � ROOF TRUSSES = NEGLBGl �LE � = 1- � -� � W � _ JAMB STUDS OPTION A pC 6. ADDITIONAL CRITERI� FOR CF� F. � m � K �` -PROVIDE DOUBLE JAM � STUDS fNIN �T ALL OPENINGS. ' '` -PROVIDE 1 ROW AT MID-HT (MIN) H�RIZ�NTAL STUD BRIDGING . W W � J Rot X Q O L2x2x14 G/� x STUD -PROVIDE 1 STUD EA SIDE �F MAS�NRY CONTROL JOINTS RE : ARCH FOR L�CATIONS � � T /( } #10 TE F ATl"ACHE SGREWS , 4 SCREW� COLD-FORMED STL � � HEADER, SEE T� JA , 4 SC EWS t/� W � —_ 1 /8 11 /2- 18 SCHEDULE T m � � d (MIN) BTWN FASTENERS d (�IIN} T� EDGE OF COLD- � a O � �� F�RMED STL � = J = ; 3 WELD 1l$ 1 1 /2- 12 � �tf � EA END 1 /8 1 1 /2- 12 V � NOTE - TEK SCREVI/S SHALL PENETRATE � � W t/a OPTION B TYPE 'B' HEADER MIN OF 3 THREADS PP,ST THE FINAL PL� ''� ' a o J 5 � W � � 1 '� NO SCALE TYP CF STUD JAMB Na sc,�L � 1-'� P CF HEADER No sGA�E TYP � F l" EK � � � EW � P�4� lN � � ET�IL 2 � � � �� TY � � F � P N �TES L�CATIQN NUMBER OF FASTENER� REC�UIRED ; TYP FRAMING ( 1 ) 0. 145"� PRF @ 16 �C z � JAMBS (2) 0. 145"� PAFs PEf� J�,M � STUD N 05 B.D. RESPONSES 08. 12.2010 � NOTES : J�4M� STUD 1 . 1 1 /4" EMBED REQUIRED FOR ALL PAFs ll�EMBER DEPTH: 02 asi #oo� o7. � s.2o� o � 2 . CUT AND BEND TRACK UP AT EXTERIOR J�,M �S IN 1I100 INGHES 01 FOR CONSTRUCTION 06.30.201Q h � WHERE TRACK TERMINATES AT JAMB PF�GK °�}(PE ; ISS. # DESCRIPTION DATE o SEE NOTE 1 , = STUD OR JOIST SECTIONS , � -�,P — #10 TEK SGREW ES � T � TRAGK SECTIONS ARCHITECTS PROJECT N0. : 21615.S .05 Q SCREWED OPTION U = CHNNNEL SECTIONS � � SILL TRACK ATl"ACH TO �" � � � --'`� 600 S 16 � � F = FURRING CHANNEL SECTIONS � TRACK SEGMENT W/(1 ) # ;m a � 00 10 TEK SCREW EA SIDE _ � = � : � � �� .° : . a _ � _; . z ° TRACK �EGMENT � ' � � �e ° ", � - � - � M�4TERIAL THICKNESS : 'e . ' =a '. `.. . . .. W z TC1 MATCH UVALL ° a ae � , � �= - . �,- .° ° ! N 1 /1000 INCHES Z a 1 /8 1 /2 STUD XOOT125-54x[0,_ d � . .° . � . , - .a ° ° � c�—n � 6�� /�l�f/A�H TC� � � 1� � ` � ' . = °, � �- .b °� �� a �" FLAN�GE INIDTH : Q Q 1 2 JANi� STUD W/(6)#10 � x . � `- � • 4� -�, . � Qa ; � 12 IN 1 /100 INCHES - < �. a SEE NOTE 1 , 1 /8 / T �: � � ° �° : . . a <. � 5540 TYP . .a . <� ._ _ . - .d - `.- . . � a : , - ' '4 . e. •` .Qaa" , • " ' . . . WELDED OPTION ' - � . °� � ' ' � � � 4 a , d . -, ; .� .d _ . . a a . .. ,a.e ; . , ., . a, . 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LVL CENTERED ABOUT _ � �\ SN4WGUARD, SEE AfiCH PL 3/4x8x1 '-0 ----� `�' PAVERS, SEE OWNER TOWN OF VAIL U � � �,�, ' DEPARTMENT OF PUBI.IC WORKS ` " �� ARCH FFE VAIL, CO 8 632 DRIVE 6 f� S T D P I P E G A L V �°� AND COAT W/ — - - � � ,., �`` , - — - - — SEE PLAN t: s�o.4�s.2� 5s ARCHITECT 4240 ARCHITECTURE INC 316d NAILS ASPHALTIC MASTIC- - — - - i�- `- � - - i � � � �° 3003 LARIMER STREET �� @ 6��, ES � .. ; ' • . ;'� ' i � , ', `; i • ° A . " ^ - • ` t�.� 303.292 3 88020 f: 303.292.3113 �`: BASE PL 1 /2x12x1 '-Q �-;X ` i � _ i ° � � � �� °�r� i i � CIVIL ALPINE ENGINEERING INC � � � S5�� ENGINEER 34510 U.S. 6 UNIT A9 >�` , f . o 1 112" NS GROUT ;` f _ 6•• � 6 ; _� _ w M . � �—�-- EQWARDS, C0 81632 � ;�, , . 7�. -, .. � . ,'r'.„,. , j r t: 970.926.3373 f: 970.926.3390 `,` ,. ;`-` � SURVEYOR PEAK LAND CONSULTING, INC. ; �2� � TIES �� g� � 1000 LIONSRIDGE LOOP '}� 5�o N VAIL, CO 81675 } AROUND ANCHQR ';_,, g�LT� ,��;,� N � C9 t: 970.476.8644 , ,#�' �� STRUCTURAL MARTIN I MARTIN '� �4� 3/4�� X"'� �-� ENGINEER 12499 W. COLFAX AVE ;`� " LAKEWOOD, CO 80215 �� , � ANCHOR BOLTS � <°F� t: 303.431 .6100 f: 303.431 .6866 �,� � � f MEP BEAUDIN GANZE CONSULTING � � �„ ; ,, � ENGINEER ENGINEERS, INC. � ,,, 110 E. BEAVER CREEK SUITE 202 �, $" _ � '-Q�� I I � �7 I V � !9 '� � �� 6� i V ! � � � � !�,� , AVON, CO 81620 �: � � i2�� _ � �-a°� � (� L �� E � � NNECTIO �I ° ! 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SEE PLAN �-- � � � U � � a o � ` � J�IN CONT 2x6-s W/ (2)8gx4�� 4�� 4" t� � W � ,., '�; �' SCREWS @ 8" Ff20M E� � N � — `� ;�' �� (4) 3/4"f�x0'-6 H DAS � � � � � � � � � � � � f (2)8gx4 SCREWS a� EA STIn , LLO c,r9 = O � � � � � �� ;�" '� �X6 STUDS @16", STAGGER m � e ' CONT 2x6 � �� 1(VITH STUDS ABOVE � � ,� �� , �• LL �, � � :� �� ATTACHMENT BY � � � � � � �' STOREFRONT �UPPLIER ,,�� ' - �;., (DEFERRED SUBMITTAL) O -U-� � , �� ,i„� � � � :� � � ,�;�` � , �f a� 3° _ � �-o° ,,%`� T/S �OREF �C� T � lJ \P4F' � RT - N � � 2 � v2° = 7 �-0° � � L �/a� E � � N �IECTIC) N - �TFZUCT SLAB �� ,F� � ,;,� t1 �J � , , �� ` `°�: � � ; ROOF SHEATHIN�� — �, � �� 2" T&G DEGK�NG `�� , � � �� ,r 05 B.D. RESPONSES 08. 12.2010 � , ��f� � INFO��(�ZX$ 02 ASI #001 07. 16.2010 � ,i �' @ , 01 FOR CONSTRUCTION 06.30.2010 Q J STUDS �16" � N �,/r �" �� ISS. # DESCRIPTION DATE C'7 N f � •?^ � , �lr �,! �' �`�y , r ARCHITEGTS PROJECT N0. : 2 'I6 'IS.S.OS � ° ,(�8) 16d NAILS, � � � c°,,.� „f`TYP ES 5 � � � � . � ---..._._ No �F' —.—.-- 4� . . Ff . .�.. � � Q . . . � ' . . . . .. � � ��, � z ,� 2x8 STUDS ES OF � � a PURLINS , TYP �` _ w ` 0 0 (3) 16D NAILS @ EA STUD KEY PLAN CONT 2x8 , SPLICE ��'�–�— ATTACHMENT �Y � �ENEATH EVERY CURTAINWALL SUPPL_R �`" ' o w OTHER PURLW (DEFERRED SU �MITT�L} WOQD FRAMING DETAI ` �~ cr� � � �ri W r- C7 c� � Z � ' N � ;� � � � � ¢� , � ,� � e� � .�,, � OU� ` � _ � _ 3°' = 1 e�/�� / � � � � o � � awa _ .h �.._.: _.. , _ _, . _ _� . . �w .__� m.� _ _ _ ,. . .. . �.�_. �� . �, ��.� �-M _�_� . � . . ...� -- - --- _ _ _ _ H I TI / L YMBOLS ISSUE L�G • • � " � . ° � kF - ABOVE FINISHED FLOOR (E} - EXISTIN � NIC - NOT IN C�fUTRA�l° . . 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F=G - ABOVE FINISHED GRADE Eo4T - E(VTERIi� G AIR TEMPERATURE OBD - OPPQSE� �LA�� V�LUME ��MPEI� ''� � � � �� a ;A � � ° _.___________________�_______._______.�__.._._...._..___.___._____...______.___.___.__..____._...._.,...._...................,. � . _ : � �` `� �,:.$ � • ._... �__._�_�.__�____.._�______________________.....�.,.,....._..._.�,...._..............,.............,___.______.____.________._._____..___.________.._._... _ .____.___.___._.._...._._.._..,...................,.......,.....,........_.,._......._...............,......._......,..,......_......__._................�....�... 2 � � � � , , � , : .� �D - BACK DRAFT DAMIPER E?CH - EXHAl1ST OC - ON CEfV1ER �0 2� ��` � . _ __ ._ .__�. .. ...............:�... ....__�____�_ ;,_ _ __ ____. ___ ___ . ��............. .. . . . ... . . ... . . ... .�. ... .._..._.............,..........._..�_.._.._.�_... _.___..,______..___...�_�. ......................�..................._...,............._._..._.,_.._......._......,.__�....._,_......,......_._...____._.__�..__..__�_.._.__�..._...___._.______ ti m w w ...................�......:......;..........._......�............ ._..._._,._....________________.___________._____,..___.___�._._ � W � „ EG - BEI.OW FINISHED GRADE EV�T - E�iTERiNG WATER TE�APERATURE OSA - OUTSIDE AI� o=�� ,�J ' ��e 3521 � �� - : . ............................................................._......__........___...........�............................_..,..�._.__._._.�_..___«__�. � _ . . ,p� � I � . . . . . . .. ......... .................................._...,.__._._,,,.,_.,,,._,,,,,.,,,_.,,_,,,_,_.___._..__._,,.._..._._.,..,..„..........�,............................... ................._._.....�_._.......,�._.,...._.�.,.,,.,�,,.,«_.�,.,�.,..,....,_„�,�.,�...__..��.,,,.,..��....,.,,_,...,,,..,,,,_,,,_,..,_,_,_.,,_.,,_,_„_____„�„__,� �' Q �, � Ra✓' @� • w � ..'�``�r" ^.,"..... . . . .. P R I C I N G N OT E S . pP - BOTTOM OF PIPE FROM FINISHE� FLO�� F�� - Ft1RNISHE� �Y OVVNER RA - RETURN AIR � TITLE �� `� �'� �'� ��"�� C � �� t �R �' �• r . & �`��4s .�. . . . v � . / � ! 6 b � 0 � G 'E.+� 'i"� . . ��...................�...��»„�..........�„.�..�„��„..��„�........�....«».«««...«........>�.�.��...�.�..�.��..�.....�....,..��.....��.�..�.��. ..�„.�„„..._...»...,,.......,.....��..�.��.��.�.��.�.��..��.,.��..�...��.�......��.�..��.��...�.....�.„.�..��„....................... ...........�...��.....�........��..��.�...��..�.��.�.�.�.��.��,�«.�.�.��.��.�.��..�.�.,�.�,....�...��.��.,��..�,..�.��.��.��..��.�.��.�� . � . � 1 . CONTRACTOR TQ PROVIDE A SEPARATE LINE ITEM FOR RADON MITIGATION SYSTEM. PRICING TO INCLUDE A 3" CM - CUBIC FEET PER MlNUTE F�0 - FLC1�R CLE�4NOUT SA - SUPPL`( P,iP� p� p�"y ^``�� ' • ��``'�� A �1`��r�```��, , � s �A DIAMETER PERFORATED PVC PIPE RINGING ALI. INIERIOR FOUNDATION WALLS WITHIN TH S - .__._.._...._.._................................._...............................�......_...._.....___..._..__.____.__.__.---__._.___.__.._..._........ ..�....�..�.._�,.__.�_____�._�.____________..__.._.____._.____.._..._._._.....�............................................._.___.._._._.._.________.._.____..__. _.._._.._.__..._�_�.._................._._..._.._........�.._..._..__._.._...._.__........__..._._..........._._............................�..........................,. .aksth E UB SLAB AGGREGATE. . • A 3" DIAMETER PVC �T' CONNECTED TO EACH RING AND 3" PVC PIPING EXTENDED UP THROUGH THE BUILDING CG - CEI�ING �PA� - G�4LLONS PER MINUTE (WATER FLOW RATE) TYP - TYPICAL M000 MECHANICAL COVER SHEET J J J J ' . � ..................................._..____�___________________________________.._____....__......_.,.............__.._..._....._.._..___._,.._._�_.__�._ _..__.........._._....,.�......_......_..._._.....,.....___;__..�_....____.____.___________._.___._.__....___.._.._.�,._.._._._�_____..__..._._.____......_... ......._........:___.__.._._.._.._._...._,..,..__,._.__.�_�,.,�..�.�_�.,�,�.�.�.,..,._..__._,.�_.«.__�.._�_.�___..___.__.�,�___...:�__..__�____._._._.__._______ MOt?7 I AL S HEDULES ' • � . . . . • ROOF. WHERE INTERIOR FOOIINGS/BARRIERS SEPARATE THE SUB-SLAB AGGREGATE, EACH AREA SHALL BE MECHAN C C J J J J FITTED WITH AN INDIVIDUAL VENT PIPE. PRICING TO ALSO INCLUDE AN ELECTRICAL CIRCUIT TERMINATED IN THE �NN - CONNECT L�1' - LE�>/iiVG r41R TEMPERATURE UNO - UNLESS N �TECB �TFIERNlI�E ...___.____._.______.__._.____.__._.__.............__.__�___�______._______________________�___.__...�..�.....w.............................._. __«<_«._�_�_«.�___�,_,__.�_�._�__.._...�,.,....:,....._.......,.....,...................._..........__._._..____.__..______._____.__.._........_._.._.._._... _.._._.._...___.�..__..............................................._.......,...............�_................_.........................,.............._........:......:. M002 MECHANICAL SCHEDULES ATTIC OR OTHER ANTICIPATED LOCAl10N OF EACH VENT PIPE FOR FUTURE INSTALLAl10N OF AN ACTIVE J J J J C� - CLEANOUT LNIf - LEP�VIR4� WATER TEMPERATURE W/ - WITH M003 MECHANICAL SITE PLAN �f J J copyright 2010 EXHAUST FAN . .______.______.___..._....._................................._....._...__,..._._.._..�______..______._....___.__.�.._._..,.,...._..�.._................ _____________«<_«.._«_�_,�._..�.._......._......,...._....................................................___.....__....__.____.__.__._.....__.___.__.___._._. ._..._..__.....__......_.._...................................................._........................................,.................,..............�,...._....... C�TG - CLEANOUT TO GRADE (tJ } - PVEIM WCO - WALL CLE�RI �UT ^ e .._._____._____.._.._____-_-______________________._______.______________...___.__..._._�__�__�_.__.�..___._.,..._.....:... .___.__.�_._._�._._______,_.__�__�_______�__,_,_,____.....,....._....�...._.�......................_._._..._._..._._....._____.___.__._.__________.__ __._.._...._...._____.�_______._.�______.___�_�.____._.____,__.____._.,.__„____._.__,___._______.._..._._..______._....__..._...__.....�___......_._�_._.._._...... M1 QOH HVA FIRST FLOQR PLAN �t2� Arch itectu re I nc . L�l - DOWN � J J J J � __�...........................................................:.........................................................._..�_,�._.___.�.____........_._,:...... _�.._.__�.__.__.___�__.__�.«_„_,_,___�.___._._.___.._.,...._....:_..._.._.........._..................._............._.__..__...._.__._._.__..�_..____._ �__-----..«.____«_____�___.�_____�.__.._____.....__.._..__._..___�_._._.__.__..__....._..._.......�.___._...,.___.__...._....................._..._....._............. PA100P PIPING FIRST FLOOR PLAN J J J J M1A0. 01 MECHANICAL BASEMENT LEVEL J J d J OWNER TOWN OF VAIL � LAN SYBVrBOLS PII101 MECHANICAL ROQF PLAN �/ �/ �/ �/ DEPARTMENTOFPUBLICWORKS ' � CONTROL PANEL sp �U �1" STA�1C PRESSURE SENSOR - FIRE RISER 1309 ELKHORN DRIVE .................................................................................................:..:...............................�..___.__..�.�___.............. VAIL, CO 81632 , ............ ...�_...__......__._._..___.._.�__.._....__...__....................._................................................................._..._........ ._.._.__.___....__.__________..._._..�._.__.___..__....__.._._._,_.....�..,......___..,_.._�....__._.....____.___...__..._._�._..__........_�_._._..._._.._..._............ M200 MECHANICAL DIAGRAMS J J J J Co2 CARBON DIOXIDE SENSOR �' ROQM �RESSURE SENSOR O HVAC RI �ER t: 970.479.2158 _._..:_- �-------...._..........................................................._.........._....._......._..._.__..__._.______._____.._�_.._._._............. ...._....�____._.._.__._....__._._._._._.__........�_:....................,.................................._..................................._......... _...._._............_._._____.__.....___.._.______.__.._._____..__.__............_.___.__.__..._._. ._....._..._.__.,...._._..._..__._...___......�...__._......._... M201 MECHANICAL DIAGRAMS sEC�a� cu �r ��r��o J J � J - � CARBON MONOXIDE SENSOi2 �o EMER�EtdGY POVdER OFF �WITCH - SHEET aFIOVNV OtVm ARCHITECT 4240ARCHITECTUREING .._..�.................................................................................................................................................... ._..........,........................._......_._....._........._.._._......_............._...._._._ .._........ . ._. . . . .. . . . .. . ... .......... .. .......... ............. ......�---.___.......__.__...._......_.___........_...__...._....._......____............______...._...___........_....._.._......,...,.___..._..___........... Q} THERMOSTAT � M300 MECHANICAL CONTROLS � J J 3003 LARIMER STREET ........................................�._......_..........................................:.......................__..._......_.............._..__........._.. PLl1M �16V� RISER � POIN1' OF �I ��OIVIV��T10fd ................._.............._........_._..� ___.......,......................._....._.............._........._............................................ ........................................_.........._�........._........._......._......_._.........._..___..........�___.,___......._._.__..__._..___._.........._�._.... M301 MECHANICAL CONIROLS J J J DENVER , C080205 , � REMOTE TEMPERATURE SENSOR - NEATih9G ^ Y�AI'ER RISER 9 POINT �F PVEW ��Nh1E��1 �R! t: 303.292.3388 f: 303.292.3113 ...................�___...__._____._______._._______..___.._........_._........._..........._........._............._............................................. ..._.____..._.....___...._._......._..............................._........................................_...___.._...__._.__._.._.._.__.___.__.....____..___.... .......................................................................................................................................................................... , � HUMIDISTAT � CHILLED �AIp,IER RISER CIVIL ALPINE ENGINEERING WC. ...............................................................................................................................�_____.._._..__...__.._............. ..............................:.......�.�._.........�...........�..............................................................................._._.._.___.........__. _.__._.__..____.__.._._______.___..._�.__._....._......._.._.__..._.._._.........._...._._.........__�....,.._......................_...............,_.................. ENGINEER 34510 U .S. 6 UNIT A9 EDWARDS, CO 81632 � 8 � 0 � �, ��( � BQLS ISSUE lOG KEY: t: 970.926.3373 f:970-926-3390 ° ` ISStED AS PART OF A SET SURVEYOR PEAK LAND CONSULTIN�a , INC. -iMS - SNOWMELT SUPPLY ? - F � FIRE LI�IE ? � PRESSURE REDt1 �IIVG VAL�fE , � , W o 0 0 0 1000 LIONSRIDGE LOOP . . . . . . . . . k . . ...��.��.��..��V.��...�.��..�.�..�.�..�..��...�.��.��.�.��.��.�.��.�„.�..�........................................... . .......�..�....��.��..��..�....�.�`.��.��.��.„„„...�„.�„.„...„�....................................................�.��....��....�..�.�.��.......��.�� : .�.�.�... �.... . .. . . �. . ., . . .. . . . . . . . .. .. . .._ ...........�.....,.. .� ..... ..... ..... .� ._�...,. � ...,... ....,.............._.............................,....... N0T PART OF SET � � � � �. • ' � '�° ISSILD FOR INFORMATION ONLY � �- •- o VAIL, CO 81675 -�MR - SNOWMELT RETURN � ��'� - PRESSURfZEL� W�STE , -�:l- VENTIIR! /FL�W IN13i��4TfJFt aC .- cv c� r� _�...............................................:....__................. ..._.._._..._..___._._,_.__..___._..._...____.______.,_�...__._........,... ; ...._,........._.......__,..,,._____.___...___.___..__...._._...______._.._._..._...__.........._................._._.._._...._....._.......�........_.. : , ..............................................................................................................................................._........_.............__. � \ \ \ \ t: 97Q.476.8644 - IWS - HEATING WATER SUPf'LY � - �/ - 6�fAST� PIPE ; p� SOLEN �ID VAL� � � � � STRUCTURAL MARTINlMARTIN, (NC. ..........................................._.._._..�...._.............._..._......._.....___._____.____..___.____.___._._._.._,_.__.,._.....__........ ....,..............,._....._._..___...._..____...__...._.._.__.._._.._...__..__.___..._.._._...,.,......................._._.........�._._....__..._.._. : _....___.______.__._.___..__._._..___,.,_,_.__.____.............._._..._..._.,...__.......__....._.._.__,__._..................,..,.__.._........._._................. - �WR - HEATING WATER RETURN - V � PLIJM�ING 1/ENT PIPC ; � PUMP �c E(�UIPMENT C4NNECT�R ENGINEER 12499 WEST COLFAX AVE _ � .__..................._.._........................,....._..._.....:........ .........,..................................__.____. ....._......._._.......,.,. ; ..........................._................._......__._..._.._._._...._..�___._.___.__._.__._._.._..;... ....._.._.._....,......................;................ : ..........�.......__._____._._______________________._____._........_..........�..__...__...___.,___..,__.,_........_,___,_.__�.__.,____;_____.___._.__,..,__.._._.._._. LAKEWOOD CO 80215 � E �IERAL �I � l° E � . - :HS - CHILLED WATER SUPPLY - AVV - A�i� 6�AaTE PIPE ` I�I PIPE UNICtiV t: 303.544.2750 _ _ . .. . . . ... . . .. . ; € , _..._...._........... .......... ...._............. .. . . ...... .. . .... . ..... ......._............._..._..........__.._.._.___.._............._ ..._..._._...............,...............,...---...._....._........._._......_._._..._.._._____._...___._.._......._.....,...................................,_ ........................__..._..__.._.._....____...___.....�......................._.._.._...._..___..__.__...._.._...___._..__.___.__.__.._,.._.....__........_.._.. - ;NR - CHILLED WATER RETURN ' - �,V - ACI� 96EN1' PIPE pdV�1�4 DOUBLE GFiE�6� �PaCKFL��! P�E�hET�R 1 • THESE �RAWING NOTES ACCOMPANY TFiE PUBLI�HE� ��PlSTfZlJ �1'I�N �OC4Jt�ENT �PECIFICATION BOOK (PROJECI" MEP �EAUDIN GANZE CONSULTING ..._______________________________________________________________._._.......______...__..._.__.._.__._.____._......._............._...,.......,...,,.... ; _....._,_......._._.,._.__.__.._.__..___._.._.,__._.....,_...................................................._...._...._...____._....._......._.__._;___.._.__.. � ..____......._........._...,............_.................,........:..,.....,......._......................._.._...._._............................,.._.,............. EfV INEER EN INEER INC. MAIVUA.). G G S, -CS - CONDENSER SUPPLY = - Gby - GREA�� V��STE PIPE = X PIPE AtJ�FiOR 110 E. BEAVER CREEK BLVD. SUITE202 .»_____________.........................................................__...........__.....__._____.._______._.__._____,_._._._____..._�.._._.,..,....._... ; .,...._._._..._._._._____.___,�_.,____..__..___._,..,__...._...._.,...............,................... ... ..... ; - .. .. ..........._._......_........__..____......._.__. ` __.____..__.._._�..._.__.,..._.,.._._..._..__...,..,,...,.._,........,...:,......_,..,..��.................,._......,......................,........_.�........... 2. DO NO SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRICi(� 1'�} COMMEN �EMENT OF WORK. REFER TO AVON , C0 81620 -CR - CONDENSER RETURN � ST � �TOF�I� ��AIN PIPE ; � PIPE EX(�Ah1 �6�h1 JOIt��" ARCHITCTURAL DRAWINGS FOR ALL DIMENSIQNS, ......................................._..:....................._................_................_....._...._..._..___._._...._____.._,___,.__...._.......,., ` .._....�......._._.�......__._.V......_.._,..._..__.._._._.__._.__.__.__.__._._........ . . _ _. , . . .. : t: 970.949.6108 .. .. . .... ..... . ... . ..............................�............. ..__._._.____..__.__.______________.___._.__,...___.___.___.___,_._____._..___.,._____.�_......_.__._,___.__,,.�__.._._._._.........._....,.,.............._..,_........_. @ - G � NATURAL GAS ; • �1"(C7F) -STOl�A� DF�AIP�! ��ERFLOW � � FLEXIBLE C�PVNECT'C9f� 3. SUBCOITRACTOR SHALL VERIFY EXISTENCE ANCJ L�(:r4TI0N �F r4LL l!`TILITl` SERVICES AND C�ORDINATE AS �_...............m_..__.__........._.............._.._..__...._._.._,.._......_..............��_... ... ........._._.___.__...._._,...___._. ; .,............_............_. ..........._._..._........_............ ; ... . ..................._........_._..__......__..._.__�_.._._______...._.._.__._..__._,._..., ........ _....._....._..._.__.._.___._.___._._..._.___..._..._.._.........._....._..._._...�....._..._..._...____.........._.___._.._....._..___._.,___......_._�_..._. �MG - MEDIUM PRESSURE GAS = � �D! � SEC�fV�ARY L�RAit� ; �P SAFETY' RELIE� VAL� REQUII�D BY THEIR RESPECTIVE AREA OF THE �APISTRUGI'I�N, IV�IIFYING THE PRIME CONTRACTOR OF _�.............................................._.........................,..._.............._..._......_._.__..,___.___________.__._,_____..,..._._.....__., : ......,..._,................._____...__,_.___,_.__.�_.....___.___.____..._._..__._...._......,............._._.,........_........_._..............._......... : .___________._.___.________________.._._,______,_.______.__._..,...._.___..._..._,._ ___ ...._. ... ..__.__._.____ _. . .� . ._ __ _ VARIATONS OR CONFLICTS. . . ... . . . .. .... ..... .. .. ........................ t -_PG- LIQUID PROPANE GA� � �� AND AP1D �IL V!lASTE � AIR VENI° �........................_......... ................................... _.................._�..,....._........___.__..._.____..._.___._______.___.._.._�,_. ; ._.,..._.,..............._.......,._..__.._..._....._._...�__._______...........___.....___.�_._.__...,.._.._,___........._._...................�.__.._. € ..... ____.__.___...___..__.____.._._...,__.,.___..._._..._._........._..___._,___...__.___.,_.___.,,.,.__.__..,._.,___.__.__,_,__,__._.._......._.�......... 4. 1F NOTSPECIFICAI.LY DEFINED IN THESE CONSTRII �TION DO�UMEfVI's, MATERIALS AN ��OR EQUIPMENT SHALL BE - D � DRAIN PIPE - V�� i/ACUUM PIPE ; T PRESSl1RE -� TEMPe TAl� IDEPVTIFED BY THE SUBCONTRACTOR NIITH SllFFI �IENl' T1MiE 1'� ALLOUV SELEG110F1 , PURCHASEo AND DELIVERY TO _�.___._......................................................_...................._......_._...__.:__.___._______�...___._._..,...,.�_,_.,_,_........ ; ...._....._...__.._.___...__,_._.._.___._...___._________..__...._......_...............�.............................._.........._.__.__.__.__..._..__.._. : .______._ ___.____._____________._.,_,�.___._.._,__,�_�„_�__.,_,_,.._..,...,.�_,_....._,.,.,..._.._,.._...__:..._..................................,............ 1 -PC - PUMPED CONdEMS�TE ; - CA - �t7Mf'REaSED �IR PIPE ' � PRESSl1RE GAl1�E VYf �!G �'P,IL Rc �0�14 �1 �INTAN CONSTRUCTION SCHEDULEo � ._�._......._..................................................................._....._....._.......__:..._____.__.__.__.__._____._.._.._._,___,_,_... ; ............,._..........._.__,.__.,.._._._._._.,_.._.__.__.__._._..___.___....___....�..._,.,._,........,_.__........._...._............_........__..... ___.____.___..._____.__________�__..._____________,__,______,,,__,_,..._.,,___,._____...,.,.._.._„__._..._._._.._�._._._.,_._...�_.__..__.._.__.....�.....,.._._.. �OV- FUEL OIL VENT II �t1 RFLY �IALVE THERMOMETE� �. RIFYEXACT LOCATIONS OF EkISTING AND N� ll E GROUPJD U�I�I ES, PIPING, AND RACEWAY SYSTEMS : � 4 � � . ACTOR SHA L 0�1'AIR! �N� YERIF�' EXACI" UTILITY COMPANY DRAWINGS AND _ _ _.__.________ _.._._____._.____........ ..... . . . . . . . . € : PRIOR 0 TRENCHING CONTR L ..... ....... . .. . . .�. . .. ..... . ._...._....... _..........._....... _,.._.__...,........., .._._,___.._�._.,.__.....__._................_.._......................_........__...__.__..______._____.__________....______.,______.._.....__;._..._..._...._. ..............._..........__._..................._._...........,..._......_._..........�........._..._.,..,..__.._._...._._._._._..�___.:._..._..___.__.__.__. � `) � REQUII�MENTS. ' - FUEL OIL FILL � �HUT 0 � ' , - OF F �BP,L� �ALL GATE BUTTERFLY : VAGUUM 6REAKE� � 0 X � � / ! . . . . . ..��.......�...�.�.�.�.�......�...�..�...�.....�..�............................��..��..��.��.��.�.�..�.V.. ......��.� .. . �. .� � � _ � . � � . : • . x . . . . . .. . .. . . ...... . ........ . ; ._..,...,.,,",.,,,,,,..,,,,�.,.._.__..._,.,._,,,,,....,,,,„.„.,.,,.........,....,........................................,,.,,,,..,,.,,..,,.,,,,,,,,,,,.,,,,,,,.,., 2 .,,,,,,,,,.,..,,.....,,,,.....,......,..............................,.....,..,.......,.....,.......,........................................................................ � . � . x -GF - GLYCOL FEED � R� �LO�E VAL� � � HORI �t3N°fAL CLEAN041T 6. OFFSEI PIPING, DUCTWORK, ETC. AS NECESSAi�Y' 1'� A�COMMi��Al'E STRUCTURE, BEAPAS, AND COLUMNS. � � � __.___..____..___.______..___.________________�.__.__.._..____.,__.______.___._.___..�._.._....._...__........_........_._......._...._.._. ._ _ _...._.._.._�.__..._._..,......,......................................._..__...____.____._.___...____________..____._____________.__________ _._........._..................._......_..........._....._........................_..............._..............._.._..,....._...._,......_._....,_.....,.,__.____. � , � F°. � - 2FS - RADIANT FLOOR SUPPLY � I�I I f CFiEC64 i6Al.�/E ; � I VERTICAL �LE�� l1T 7. WORK ;HAI.L BE PERFORMED IN A WORKhAANLIItE h�AfVPV�R TO TFi� SATISFACTIOfV OF THE ARCHITECT, OWNER, � Z ' .._.......__................................�........................_.................._:....._.__.....---_.._._.__.__._.._._____:_____,___�_._�_,__ ; ............_..._.........._......__,._..._..._.._.__........_.__._...._.._,..._.._._.____._._...._.....__..�_._.�..................._.................._..... ; ___..____.___.___,_____..____.__.______,__.__.._____.__�..._..__._,«...,�_.,___.._,._._.,_...,___.,.._.._.___...............,.,_..........._..._.._......_...._ o � ; , AND EtGINEER. � � � � - 2FR - RADIANT FLOOR RETURN ; �J �L�W C�}iVTROL YALVE ; � FLOOR [3RAIR9 � � �" __..................�____._...__._...___.......___..._.._...._____._._.,___._._.__........__......._._..................... ......._._.._...__..._.,.... ; ._____.._.._........_......__. � �..................... ..........._....._........_......_.__.._.___.________.___.____,_________._______..__._.____.__.__.____. � .............................._....._.............._._............._..._.._.._.._._.__......_......._.__.._.._.,._.._._....._...._..�.__._..,____._.,.________�_..__.__. , � -RS - REFRIGERANT SUCTION � �ALL �ALVE ` 8. IT IS T�E CONTRACTOR S RESPONSIBILITY TO I�ERF�RPA IiIS/HE� YU�RK IN CONFORMANCE WITH ALL APPLICABLE � � L3.! � , , � � FLOOR �INK �[ � _.�..............._._......__..,.._._..._..._.__._._._......_.__.___._...___..._...,..._...�.....,..........._._..........._...._..._.._....._ ; .___.._ _._._..,_.____..._.. _... _ . , T OR NATIONAL A QRITIES. . . ... .... ............................_......,__,._....._..,__._,.___.._.____.____.._._____..____.__,__.___.___._..__________.. ; .....�...._...._................................_............._..__.............._..._...._....._........_.__...__.._..............__.__.._.__,._._.__._._.________. CODES, ORDINANCES AND LIFE SAFETY FEl4TURE� AS REQUIRE� �Y L�CALa S AIE� Ull-I � :� � ' � -RL - REFRIGERANT LIQUID : K� F'LUG �� 4LP.NCING VP,LYE ; � ROOF DRAIfV THE CQVTRACTOR SHALL VERIFY WITH THE AR�HITECT 9F M4DIFICAl10N OF HIS/HER WORK IS REQUIRED FOR � � _ . . : _ � ._.................................................... ...... .... ..__..._._...._......_............................_...._...._.._.._._.....,__,_..._,... . ,.,.___..._........,........._................................._...._._.._._.__..__, OG � � ; ._____.____________.________.................�..._�.............._....... ; _..........�...I.....,._.._._._._..._._...__.._.___.__._____..._.,_j_...,.._,_,_.____...._..__,__.__.__.____.___.__....._..__.w�......._..._........._.._.._...._,. C9MPLANCE. � � o - DOMESIIC COLD WATER � FL01Nt ��RLAi�CIfVG VALVE � STRAINEf� iN �L�N/� �FF VALilE � � �- � � .._..._...__......_..._....._..�....__....._..._..._...�.................._........_.._.:_..._..._...___..___.___._...____..._,......._._..,,... � ._........................_..._...._.....__........_._._._.__.._______,.__.,:_.__.____.__.._..._____..._._.__.._._..............._..............._.............. € ..__.._..._.____.._._..__.____..__._.___.__._..__.__..._.,.,_._.._.,._.,_.__.__.__.__._.._...._._.._._,_.,____.,_,____._____...._...._...,..........._.._..,._.. � � • J. ALL 1N4�K OF ALL TRADES MUST BE IN STRICT C��APLI �NCE, Qf� EXCEED THE �91NIMUM MATERIAL AND METHOD s� ^ �C � � °N -NS - NON-SOFTENED DOMESTIC COLD �VATER : � �LllG Y�LVE IR! RISER ; --pa� SHOCK A��QR�ER REQUII�MENTS OF THE 2009 INTERNATIONAL � UIL931N�p MIECHANICAL, PLUM�ING� FUEL GAS, FIRE AND 2008 � j O � LL' _______________.._.__..._.._____..._._..__._.__..._._._.._____..__..__...._.____...__.__._...__._..._.____�__�..___.___.......�_...................... ; _...__..�__...___,.�_..__..._.,..._._.....__...,___.._._�.,_..,__.._....._,_._.....,..............._..................._..__...._.---_.....__..___.___._.____.___ _ _.._._._____..__._.___.._......_.___.._......___._.._._.._.__._...._..�._.............._._.._........,......,......._...............,......................_.. � o - - DOMESIIC HOT WATER ; � �,4TE �� GLO�E VALVE IN RISER '•_, � F�OW SNVI1'�N NATIOPAL ELECTRICAL CODES, MOST CURRENT fVFPA� ALL LOCAL �RDINANCES AND AMENDMENTS AND � � � � � ` �....................................._._.___._.__._.______._.__.._._____________......_._......._................._..,............._...._._�.,._ s .....__.__._...................,....�._...................................,.........:...._._._._________.__.,__.___,____._._.._�.____._.___..__. ; ._.....�................_.....:............_...._._..,.._..........�..........._......._..._..._.,...,._...,....__.._..........____.._......._.�_.__...... F i T 6 "fV11EEN THOSE PUBLICATIONS EXISTS 1NE � ,� ; MANUF�CTURER S INSTALLATION RECOMMENLIATI�N�e IF A CQN L � E , � y� C� � �, 1E0' - - DOMESTIC HOT �q►ATER (TEMP. �HON�!) �; DRAIN V�L\fE Wj HOSE END � � HOSE �I�� MOST :TRINGENT REQUIREMENT SHAL� APPLY. (,� � � � � ............................................................�_.._................................................................._........................_...... ......_._..,....._._.................................._........__........_..............._......._....._...._......................................................._ .. ........... ................................................._,. ..........._......................................................__... ; ................_ _....... ....__ � _, � �C C..� � � � - - - HOT WATER CIRCULATION 7'EMI'E�ATURE ON , PR OR TQ FINAL PAYMENT TURN OVER TO _ � G TROL bRLVE 1NALL F1 �RAN1' 10. PAY FffZ AND SECURE ALL REQUIRED PERMIT� AN � IfVSPE�TI �N� I , � � � ............................................................................................................._...__..._.�..._.�...._......._._............... ; .......,.............................._..,.._.____.__�...�_...._...._.....___._.,............................................................,........................ ; .....�...........................:. . ... . .. . .......... .. ......_... ... ... ..... _ ........_. . . ,. . . ._ ... . .. . . .. . . . � . . .. . . . . . . �.. ...° .°.°.°.....°.°.°°..°°. �RCHITCT ALL CERIIFICATES OF COMPLETION . � � � � -MA - MEDICAL AIR PIPE '•; °� H�� ° NIGFi �RE�a�t1RE STEAM SUPPLY i � STEAhR TF2AP (� � '��"' ., ..........................................�_._._.__.___.__,._._.___..._.........._.:...................._.._...................................................... _ ..........,.......,__.,.___.............................................................._...................................................._......._.............. ; .........................................,...................,..,,..,.,...,....,w.......,.........................._..................................._..............._ " ' 11 . SYSTEI�S SHALL BE COMPLETE, OPERA�LE, ANCB l�EP�DI° F�R CONTIfVl1Ql1S OPERATION PRIOR TO ACCEPTANCE BY � LL{ � �I � - 02 - OXYGEN PIPE ? � FlPR - HIGH I�RES�IJRE STEAM RETURN FT- FL��aI° �c THERt� OSTATI � THE OVNER. � LL 1� � � ........................................................... . ..........................................................................................�.... ..,�,____......_.._.._....._.......,._.............................................................._._...................................................�........_ ..................................................,...,.....,_......................................................................�.................._...._........... � - N - NITROGEN PIPE � LPS - L�W PR�SSUFdE STEAM SUPPLY � TD- THE�MCdD`(NAMi � � � � � � _________________�________..._.._.___.___.___....__._._.__.................._................._..........._.__....._._._._.......__.__...._..._.................... ; _......._..___,.____________.__...._..._.._.._.........�._.......�._............................_........................_...................._...................._ ; ..........._............................:...........................,...........,,..................,...,.............,.,............................................ F R PROPER OP F�ATI�N . F'ERFORiN AT A MINIMUNI ALL CQDE RE UIRED TESTS OR 0 12. SYSTEi�S SHALL BE TESTED 0 E Q � � I� � -VzO - NITROUS OXIDE PIPE - LPR ° L�1N PRESSURE STEAM RETURN IB -INYERT�i� � U �ICE1' SYSTEtwS. IF TESTS OF WORK P,RE DEFECII\/E, CC�NTE�A�TOR SHALL MAKE CQRRECTIONS NECESSARY AT NO � � � , . . .........................................................................................................................�.._.._...___._,:..__.__._._._...__...__ ; .................,...............;._....._...___.,_:._.........._............._....._.._...._......................................................................... � ........................................................:..........._.....................................................................,_......,........._..._.... ADDIIIWAL COST TO OWNER. � � O m C/9 = � �J �TVV� I� K SYM � � LS 13. ALL FfERIALS AND/OR EQUIPMENT SHALL E A �E � I TP�LLE a4� PER MANUFACTURER 'S \ SPECIFCATIONS AND RECOMMENDATIONS. � m � e � �F�S FIRE/SMOKE DAMPER ; � RETIJRIV f EXHAU�T DUCT DOWN � � SUPPLY REGI��R � ......................�...�..........._............._......_..._._.____._._.._______.._______,__.__.____________._._._._..�..__.�_._._____........_._._v...v_. ; ......................._........._..._._._._..._._._._�..__�.___.,.__.__.....___.___.___«,«_._.___._._._«___�._�.�.�___�__.�_�__.�_._�.__.�.___.___.___________. P T � ._�..._...._._�......._..........�..................._..._...__..................................,:.................__..,._........«._�._.___.�_.__. ; _ ; 14�. IEMPOFARY HEAT SHALL BE FURNISHED Bl' TPiE G�OVE�AL C�NT�A�1°�F2o USE OF 11-IE ERMANEN HEATING � � � � FIRE DAMPER = TURNING VANES SNOWN IN 90N ELBOW. � RETURN �IR �I� EXHe4UST AIF� REGISTER. SYSTEt� WILL NOT BE A�LOWED. � � ; _ ___._ ........_................................._.....�....._.._..................�...........__.._._..�__�_._._..._..________._...�_,_____. ; .._.......,..................._.._.__....._.._._..__.___._________.________.__________..______.....___.__,.___._....._.._...............v_......._._............. ; .........._........_____________.______________________.�._�___«<_«._..�._,_____�_____.�_._.�__�.__�_�.«_.___._««_«_«_�_..�..�__�.___.________�__. � �„ ��t �XF��qU�R�A�V�(�f� ROOF W/ �-- MAM1lUAL �AL�NCING DAMPER � "�- IND CA��IRE�TIdN �OF�Tl�iRQW 15. PROVID 4° HIGH CONCRETE EQUIPMENT PADS �ENE,4Th0 FLOOR RAt�UNTED MECHANICAL EQUIPMENT, IN ADDITION � � U : ________________________.__.______________________________________.._.___.._.__..._�._.._�----__.___.._w_______...._.._.,....__.....___,._...,,.� ; �_.__..__.�._�_.___..�_._____.__._.._..______.__._�.._.._�_�..__._.._...._�_.._....._...................._,.._.........._......._....................._............ •_, _______________.._�.._.._._.._.__..___�_._�._.___..._.._,.._..._.........._.._....._..........�................_._....._....._..,..__....._.._......._ , � so SMOKE DETECTOR ' �� MOT�f�IZED b�,MPER ' TO AfV BASE ASSEMBLIES REQUIRED OR RECOMMEN �ED �1( 'TFIE MAiVUFAGTURER. � 0 0 ; �'�O DOOR GRI �LE C..' _...._..__._.____.____________________________________________________________...__.._.«_...____._._....._.__._:____..___,___._..._....,w..,.�..,. i _. ._____...._____.____,.._____.._.____.._.__._.��..._.......::..............................__..__._____.______.__.__...._........_..........._._.�_.__,..... ; _._......�_w........_....._.�................................w...............�..........................._.._.....��...._.,.........,...,...........,.,.... o rc TEMPERATURE CON'fROLLER � -� �ACIt �RAFT DAMPER € 16. DUCTS, PIPING. AND CONDUITS PENETRATING TFIR�l1 �H ROOF SHAL� HAVE RO�F FL.ASHING COMPATIBLE WITH W � 0 ` ; � ; � SECTiUN THRI� �l�F'B�LY AIR �11�1'0 ' ____.......�....�......................W�.._....___...w_......._......_.........�........... ..........__. _ _. . . . _ . . __.___. . .. � . �. _ . . ; IN FIE ABSEfVCE t�F ANY QTHER RE UIREMENTS . ,.... . _. .. _......... . ....... ; . .. .. .. . .. ... . ......... ........,.............._..._.._.._____.___________________.___._________________._�__._.____._..__�__.____. ; ................:....._....._.._..._.........___._._._.---_.._._._........._�__.._. ___.__.�..___._._,.._.___..__..__«......................................_.._... 11-IE RCOFING SYSTEM. SEE ARCHITECTURAL DRAWING�. T Q � o � � ACCESS PANEL �IR EXIRACT�R � SECTI4iV THRl1 f�I�T�IDE AIRg RETl1R6V PROVID SHEET LEAD TYPE FLASHING FOR PLUMBIIVG VV�NTS IN �UILT- UF' fZAOFS, TALL CONE WI11-I EPDM BOOT � � ; '° _ � AIR , OR EXHAUSI' �l1CT __.......__..._.....................................�____.._.___...._..___..........__.........................._,._,.___._.....:._............,..._.... , _.........:......._...._... . . . ... ...... . .:._ _ _ _ ____ _ __._...____.__.__.__._______ ; ....................................................._........,......._.................��.�......._._....___«..._._�.�_�........,................................. I� IT IN SING E PLY MEMBRANE ROOFS AND CUR6�EC� ROOF PENETRATIONS IN ALL TYPES OF c� �1��"1" 51�� 1�� Z��J"1"�l�E �NEET FOR P E AND CONDU L , � � SUPPLY DUCT DOVdN PAE1'AL 1NIDTFixDEPTH ROOF. INSTALLATION SHALL BE WATERTIGHT. __________________________________________�._..___..._...�.__._.._____________.__._.._.._....__.._._.._..._.____........_____..,._..__._..._.,.,.,..,._,......., _________�_...____._._._.____.___ ____,..._.� ............._...........................�....._.,_..___...._....__ _ . �__ _ _ . co ; _.._�.. ................:......................_ . ... ..,.............. ................................... ................ ..,........,................._....................,...,...,..,..,.......,.....,,..... 0 17. ALL FL)OR DRAINS CONNECTED TO THE SEWER �°t�1"EM �FOAL� 6E EQllIP!'ED 1NITH TRAP PRIMERS. PROVIDE Q TRAP l�IMERS WITH �ACKFLOW PREVENTERS AN� �ONNEGT TO `1°I-IE NEAREST COLD WATER PIPING ADJACENT TO � � IN � LE LlNE/� (aU � LE LINE DIJCTWORK SYMBOLS !! FUl�-IING FlXTURE. INSTALL IN ACGQRDANGE V�lTH A� AtdUFA�l'URER°S RECOMMENDATI �NS. � SINGLE LINE �f7l1 �LE LINE SINGLE LINE �06J�LE LIGVE � � .........................................................................................�....._...._..........___..__.._..............._..................__.......__......�:..........._.......,...._..........,........,._............�..�..:............ �._.___._...__..._..___�.....................................,.........................................�.........__._._.__.._..._....._.____._..�_._._.._.___......_.___._._.______.._.._..__......._..._._..____._..__...:.._....__..._.___..__..,�.._._.,._..... m 18. SEE Ai�HITECTURAt. REFLECTED CEILING PLAN F�� ALL CEILING PENETRATI �N � P,ND AIR DEVICE LOCATIONS. � 45' WYE {ROUND� 90' RADIUS �L�CBW. 19. COORDNATE ARCHITECTURAL, SIRUCTURA�, PAEGFiAiVI�AL9 FIRE P�(�TECTl �N , ELECTRICAL, LANDSCAPING, AND c� ... . ....................................................................................................... ............ ......... ... .. . . . INTERIC�i DESIGN DRAWINGS PRIOR T0 INSTALLATION4 , .. . . . . . ... ........ .... ... .................__......................_........................_........._._._._..._._._._._ ............................._.._.._._._..__._._._.__.__..._.._______..___..___._.___�.______..�_._____..____�.___.__.__�...�___.__�.__�_.._..._�.__.......�................_._..�_._.._.............�_.............................._.............................. ' , � 90' TEE (ROI�ND) 90' ELBOW W/TURNItV� 41AtdE� 20. CAREFILLY VERIFY � ELECTRICAL SERVICE VOLTAGE AN� PhlASE AVAILA9LE. I (RECTANGl1LAf�) „ �, , ............................................................................................................................................................._.....�..._..........�...............,.......:...................................................... ____.._.._____._._______.__�...____.___.__._...._.______.__...__.___.__...____................................................................._.........___....._........._.....�.�..._........,.._..__._...._...._,..._.,..........._.._.�__....,...._.....__...... „ 4 � " A. F. F. IfV OTHER AREAS UNLESS NOIE� � 21 < MOUNTALL STATS AT 48 A. F. F. IN ACCES5IBLE AREASo . � OTHERVISE. C40RDINATE LOCATION WITH WALL FItdISHP ,4N � 1'0 A�QID CASEWORK, FURNITURE, DOOR SWINGS, �° 45' CONICAL 4YYE (R�l1fV�) 45' RADIUS EL�01N, HEAT �URCES, AND EXTERIOR WALLS. NQTiF�' EtVGIP�EER 4F AIV1P CONFL9C1� PRIOR T� �EGINNING THERMOSTAT � INSTALIAl10N. 1 FOR CONSTRUCTION 06..3Q.2010 .....................................:.......................................................................................... ......... ... ....... ... . . ... . . . � : .. . . ... . .. .. .. ..... .. .. ................._...................._...._.......__.__..__._..._____.____ ___.._.._........._.................................._._....._........_......._.__...___....._.__.._..._.__.._.___..._._._..._.___..___.._._....__�_...._.....,..........___..............,............................................._............_......._ � � 90° CONICAL T'E� 45' ELBOW (RECI"ANGIBR�AR� 22• PRAVID �4 " GALVANIZED MESH SCREEN ON ALL ��M�USI'IQN AIR �UG� �R OPEPVINGS, AND ALL OPEN END ISS. # DESCRIPTION DATE o RETUR� AND EXHAUST DUCTS. � � .�........................................................_..............._._........_....._:.____._...___..__.._._....__.....__..._........_........�..�........._........................,.,.....,........._._._.......�..�........................._...._..., _.........._..._......_.............................................._..._._.._...._._._._._.___...______.______._______._._�_._________._,_______.___._._....._....,_.�.�.�...�_......................_..........................................�........._....,.... R �� 23. ALL �I�TWORK DIMENSIONS ARE OUT�IDE SHEET �IETAL �IMEN�I �IVS. DUCT LINER HAS BEEN AGCOUNTED FOR ARCHITECT'S PFiOJECT N0. : 21064.00 � �--� DUCI' SPLIT -e�- �UCT RISE S��L °,�"�, IN REC'ANGULAR DUCTWORK. N .�........................................................................................................................................................�......._...,._.................�..._..._........_......._._.._..............,.........___..,....._.... ...._.._.............._..............................__....._.......___.__......___...._.__.___._._.____�._.__....______.._._...__.__,.._.._,..�._�...__..._.. .�___..�...,._ ... ............ _ . ,_ ..., .... .. .. . ..,. . . .. . . . . � � ' " ' " ' ° ' "' °°" " ' °"""" ' " """" 24. REFER f0 PLUMBING FIXTURE CONNECTIONS SCHE�ULE F�R F'IPE �IZE� `TO INDIVIDUAL PLUM�ING FIXTURES. � Rici� FLEX Dl1�T �i�i� ��- DUCT DROP �YhA��L � � � � �� 25. PROVID SHOCK ARRESTERS AT ALL DOMESTIC H�T �ND COL� V�A°fER �R,4NCHES SERVING FIXTURES AND .............._....................__._..__._._____....._.............___._..._.._�._.__..___.__._.._._.............._...__...... . .._. .. . � . . . . _ S F S VA � .. . . . .. .... . ... . ................ ... �......,...._.._................_........................._._..._.............. ............_._..........;..._.___:_.__..._....__.__.__.._____.______..__._.._.._._..___.____..__._._._..._._..._:.........._......_....�._......._..._._...._......,............�..,......_.....................................................,................_ EQUIPNENT WITH QUICK CLOSING VALVES. SUCH FIXTl1RE� AfV � E(�UIF'MENT INCLUDE LU H LVE WATER � CLOSE�. SHOCK ARRESTERS SHALL BE CON�TRUCTE� VVII'H A �IS1'�Pl IN A SEALED COPPER TUBE CHAMBER, � �--�-�� 51ZE OR SHAPE TRA �� ITI�t� � AND AIPROVED FOR INSTALLATION WITHIN WALL� tNiTHG1t1T �CCE�� PANELa. SIOUX CHIEF OR EQUIVALENT. � �ELLOVS TYPE NOT ACCEPTABLE. � ._�__..__________.__._____________________________________________________.._.......;..____.�_.�.___._______.._______....�.___._.�.«.�..<,...�_.�...._..,._.._............,........__.�.._..____._._...__.._____._.�______,___«,______�.______._.._.. ...............�..........._.._..._.._.�.._______.._._..._.__._�.______.___________.__�_;__._____�____.______..__.._____w._.._.___..........�...................�...._....._...........:............._:........................_......................:.. c.�'� 26. PROVID EXPANSION JOINTS OR LOOPS ON ALL SN�VI�EL`f ANl3 HEAl1iV� WATER PIPING RUNS IN EXCESS OF 50 � F � �CT �JRE � C� NI�IEGTI � N SCHEDULE FEEI' AJD IN ACCORDANCE WITH THE MANUFACI°U�ER"S RECOMMEN��TI �NS. • �, o FIXTIJRE F# tN GYV VdA�TE \/ENT FIXTURE F� VY �N! YVd�TE VENT 27. FILL HE0.TING WATER SYSTEM WITH 30� PRO('YLENE GLl(�0L/WATER �C}LU �1 �M1I AND FILL SNOWMELT SYSTEM WITH i- 509� PFOPYLENE GLYCOL/WATER SOLUTION . a WATER CLOSET ( FLUSH VALV� } - 1 "° 4" 2°� DRINKING FOUNTAIN / E.W.C. °° " 1 � 1 ° a°� WATER CLOSET ( FLUSH TANK ) � $�" q." 2,°° KITCHEN SINK W/ DISPOSER �" Y�@a 2'" 1Yz'� ��. GRADEAND VALVE ALL HEATING, CHILLED AND SNC3WNIELT WATEI� PIPIPJG 1fl�TF� 3/4" HOSE END VALVES TO � PERMITCOMPLETE DRAINAGE OF THE SYSTEM . ilEt� T ALL HIGH P�}INTS IIV EQUIPMENT ROOMS AS NECESSARY � URINAL ( BLOWQUT ) - 1 " �" 11�a" BATHTUB / SHOWER �+m �°+`� �'B � '�� WITH ,41TOMATIC AIR VENTS PIPED TO C�DNVEPIIENT' �R�,ifV. ALL FIIGH POINTS IN SYSTEM OUTSIDE OF � URINAL ( WASHDOWN } - ��" �" 9 �h� CLOTHES WASHER ROUGH -IN 3�a" �"g 2�" 1L�i" EQUIPIuENT ROOMS WITH COMBINATION AUTOMATIC/NiANUAL AIR elENT� A� f2EQUiRED TO RELIEVE AIR IN THE � o �AVATORY YY�� z°� 1 �'� 1 �i"' DISHWASHER ROUGH-IN y�" - �� 1Y�„ SYSTEk � SERVICE SWK �" �9e �" 2°° BAR SINK �� YY�"" 1L�� 1Y'�° N MECHANICAL � � MoP sERV�cE sASUV �" v�'e �� " � EAU DI N COVER SHEET � 9ZES SHOWN ARE MINIMUM PIPE SIZES TC3 A �6�6 �LE F! �°fl9REa �AIdVIMl1M F'IPE �IZE TO 2 OR MORE FIXTURES IS 3/4°. ALL FIXTURE� L9�TE� ARE �l�T NE�E�SARI�°( � AI� � E � ti ° ; ISED ON THIS PROJECT. o Consulting Engineers, Inc. � VaiL• (970) 949-6108 COPYRIGHT 2009 , C� ' q� Lake Tahoe: (530) 550-7334 Ptoject No: 8828.01 / Denver. (303) 278-3820 - � Fort Collins: {970) 221 -5691 Albuquerque: (505) 323-9070 www.6gce.com � i � . . . . . . � - . . . . . . . . � �� pf�lj�� . , � � � � � � � � � MIN . � � ELECTRICAL � � � AIR CONDITIONS � � � �� HEAT RECOVERY � � DESIGN CONDITIONS � � � � � � �,�`� �� • ° � � �'��°��.� � � � OUTSIDE E� P ( IN ) VoIC OIJT�� R AIR lND(30R AIR SUPPLY LAT FRQ�T C� RITR � L �� UND POWEF I.EVEL (d8 re . 10 - 12 WATf) ��yUFACTl1RER* ' � 1�`�' ' �� °�•�� '. . ,� �. , � , _ MARK SERVICE TYPE ACCESSORIES REMARKS � � � • � � � AIR MCA MOCP VOLT/PH FAf� CFM -IP SF4SON n R , , THRESH � LD � REVENTl � N 63 12S 250 500 1000 2000 400� �OOQ � � � � EL � o � �� : � � (CFM ) � S . L. C�A �LT. � � ( F} Hf� (° F� � � ( F} RH (%) DB ( F) WB ( F) m �.Q �ATION � � � . m (OSA F) METHO � HZ H � HZ HZ HZ HZ HZ H � �� g` 0 �b : VIBRATIOId ISOLATION %,��"°�� ` r� �l��,�� ' SUPPLY 700 /3 0.7 0. 6 �UMMIER �6 �7 �Q 50 81 65 - �� SUPPLY 74� 75 62 52 51 48 44- �� KIT, FAN SPEED . `f.�,�,��;'�j� �� '��,�`�` REENHE�6C INIYEfVT CONTROLLER , 50.3 d8A SUPPLY AND • �°�'�d�rad��„dtlS664��"`, a HRV- 1 RESTROOMS WHEEL 700 18.3 25 120/1 . , � �5� CONTROL PANEL, EXHAUST SOUND POWER EXHAUST �00 /3 0.7 0. 6 I�1INTER �� -21 65 35 44 38 �� .� EXHAUST 74 ?5 62 52 51 4� 44 �� SPARE BELT AND � ' � . . . . . - � FILTER SET copyright 2010 424- 0 � reh ite �tu re I n � . MANUFACTURERS: OwNe� TOWN OF VAIL * COOK DEPARTMENT OF PUBLIC WORKS ' GENERAL NOTES : 1309 ELKHORN DRIVE , A: VAIL, CO 81632 t: 970.479.2158 B : ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET � � � � � � 1 FAIV SI� �ED � L � DENVER , C080205 t: 303.292.3388 f: 303.292.3113 CNlL ALPINE ENGINEERING INC. FAN �� LI � � ��Ef� C� B f� > 'I4 - 'I2 WATI� MOTC� f� ENGINEER 34510U .S. 6UNITA9 � � EDWARDS, CO 81632 M�RK IYPE ESP H � �I�Nl1FA��TURER� ACCESSORIES REMARKS t: s7o.s2s.33�s f:970-926-3390 CFM SONES � S. L. C� ALT 6� 1 �� O �JOO ') UOO ZOCIO 4000 SOOO � �� LT/ � � � �EL � SURVEYOR PEAK LAND CONSULTING , INC. ( IN WG) ( IN �IC) HZ HZ HZ HZ HZ HZ HZ HZ �WA�� E 1000 �IONSRIDGELOOP VAIL, CO 81675 BACKDRAFf DAMPER, t: 970.476.8644 , EF� 1 CEILING 200 4.9 0.3 0.25 53 59 61 59 56 52 48 43 107 1N 12�/ 1 C0�{C GC� 1 �Q GRILLE, FAN SPEED A.V. CLOSEf STRUCTURAL MARTIN/M,4RTIN, INC. �OIVTROLLER , ISOLATORS ENGINEER 12499 WEST COLFAXAVE. BACKDRAFT DAMPER, LAKEWOOD, CO 80215 EF-2 CEILING 300 4.5 0.35 �.�3 6� 66 61 56 48 44 44 42 99 W 12�f 1 C��PC �C-�� GRILLE, FAN SPEED MECHANICAL ROOM t: 303.544.2750 ��NTROLLER , IS011�TORS MEP � EAUDIN GANZE CONSULi'WG DISCONNECT', ISOLATORS, �OGATE FAN SPEEQ ENGINEER ENGINEERS, INC. EF-3 INLINE 1 .95Q 72dBA 0.6 �.5 74� 72 73 72 65 60 53 45 3/4 12�/ 9 CO�K 1 aOQMX BACKDRAFf DAMPERS, CONTROL IN JANITOR'S 110 E. BEAVER CREEK BLVD. SUITE 202 P L U M B I I �1 G F I !�� f� � � � � � D lJ LE FAN SI'EED CONTROLLER CLOSEf. AVON, CO 81620 MANUFACTURERS : t: s�a.sas.slos � GREENHECK, PANASONIC, PENN MANUFACTURER* FAUCEf TRIM MFR . * GEhIERAL NOTES: SYMBOL TYPE A. D .A. FINISH ACCESSORIES REMARKS & MODEL # & MODEL # �: �: Pl FLOOR DRAIN NA CAST IRON ZURN Z415C _ TRAP PRIMER �� .�.0. " CONNECTION � BOILER SGHEDl1LE � MOP SINK MOLDED � X P2 BASW N� STONE FlAT MSB2424 FIP�T �30-AA - - � x HEATING CAP,4CITY BURNER � � � WHITE. AMERICAN STANDARD ?4V TRANSFORMER, 0.5 GPM , AUTOMATIC, H�D �� NLEf� Fl1EL INPUT L.W.T. E.W.T. \/��T MAN �PF��Tl1RER'� � � � � ` P3 LAVATORY YES VITREOUS BRADLEY 55�- 14�1 TiERMOSTAl1C MIXING MARK SER�lICE OUTPUT MINIMUM • • VOLT ACCESSORIES REMARKS � � s CH1NA 0496.221 VALVE, DRAIN ddIRED �°PE T°(I� E C�D Sa �. � F� C F� HP ` 1�YPE 8z MC� L� EL � � � (M � H ) C�P ALT. A. F. U . Ee PH � � � � � � WHITE� SLOAN SUPPORT CARRIER, 0. 13 GPF, AUl'CiRAA�I�, H�RD � � � � � P4 URINAL YES VITREOUS WEUS- 1000. 1309 - PACKAGED WITH FIXTURE 20V TRANSFORMER ��NDEIU<� _ � �y WIRE� BUILDING �IATl1RAL CONDENSATE '� � �- CHINA 0. 13 ES-S BOX B- � SPACE HTG ��LL �� 214.� 19 � .� 95� 130 100 10 A 120� 1 P1�C Bllf3ERlJS �61142- 6C1 ��TRALIZATION KIT �`'� � O � ffi '� MUM1tG I WHITE� AMERICAN STANDARD S�OAN ECOS �UPPORT CARRIER, � � � � O m � OP5 WATER CLOSET YES VITREOUS 20V TRANSFORMER 1 .6/ 1 . 1 GPF, AUTOhAA1'IG9 � CHINA 3351 . 160 111 � 1 . 1 / 1 . 9 BOX HARi7 4VIRE� B-2 SNOWMEL,°f ��tJ �EtJ, NATl1R,4L �p��a 1 ,975 94% 130 100 20 A 208/3 AL29 -4� �'��ERS�N hCELLE�` _ _ � „� � � � o G� MACH �30�D0 � � � � � N - WHITE SUPPORT CARRIER, � oe z , - o P6 ; WATER CLOSEf NO VITREOUS AMERICAN STANDARD SLOAN �OS 20V TRANSFORMER � •�� • 1 GPF, AUT(��A�'I�a � CHINA 3321 . 160 111 � 1 . 1 1 . 1 BOX HARD WIRE� � � � � � � � � � � � DRINKING STAINLESS SUPPORT CARRIER MANUFACTURER�a: � �'° � � � - � P7 FOUNTAIN YES STEEL HAWS 1119 - MOUNTING PLATE � * � � C/, � C"7 LOCHINVAR, �l1�ERlJ�, VIE�SPAAiVN � � � GENERAL NOTES : � � Ia.1 OC oJ � P8 FLOOR SINK NA A. R.E. ZURN FD2376 - l�t GRATE - A: � � ,� � '� -� a: � � - � � � FREEZELESS, ANTI -SIPH�NB P9 WALL HYDRANT NA CHROME WOODFORQ 865 - - � � � � O� m �ox aooR p,sss�� lJl�ll `f l� �I � G�, BINE1' I-iEATEF� SCI-IE � IJLE I°IY � R � I\lIC � � �' � � ( ) � � � , � � �L ELECTRICAL � � � � MANUFACTURERS: WATER �ONDITIONS � � � Q, FIXTURE: AMERICAN STANDARD, UNIVERSAL RUNDLE. FIAT STERN WILLtAMS, KOHLER MARK TYPE CFt� �� ECTED HP� �� f �i��1 �1FA�Tl� RER ° � SENS66LE E . Vr/.T. �. W.T. MAX . WTR . � � � � EL � ACCE5SORIES REMARKS FAUCEf: SPEAKMAN , DELTA� AMERICAN STANDARD, CHICAGO� KOHLER GPM �WAT1�S� PH � o DRAIN : JOSAM , WADE, SMITH 6N � H �° F� CF, P . D . � FT. � � � GENERAL NOTES : UNIT MOUNTED o A: CUH- 1 H��I�` � ,33s 1 � 93(9 900 2.28 0.6 1 / 15 12�� 1 � F�4�QPJ MORRIs �HERMOSTAT, OUTL�' ° RECE��ED RG- 11 ��-�s N �. DUCT CO�LAR � SB- 1 LIGHT GREY FINISH; '� CUH -2 �Ef�TI�ALa �� 1 � 13(i 100 2.28 0.6 1 / 15 1 ��/ 1 � �`C�N MORRIS UNIT MOUNTED pROVIDE COLOR SAMPLE TO Q RE�ES�E� RlN� 11 ��-03 THERMOSTAT ARCHITECT FOR REVIEW. � PUMP S � HE � IJLE W � UH - 1 HORIZo 4�� 1 � 134 100 2.? 0. 1 25 W 12�/ 1 6E�C� �� RRI� UTHEM OSTATD m MOTOR MANUFAC7'URER * � MARK SERVICE TYPE GPM TDH (FT) FLUID HP VOLT/ � � � �L # ACCESSORIES REMP�Rfi� _ �- PH � P- 1 S BOIV ERLT INLINE 140 20 50q P.G. 1 - 1 /2 208/3 �RUNDFDS UPS - INITIALLY a �i' F�R ��EE� � MANUFACTURERS . � I CIRC 50- 10/2 * 1"l�,4iVEe M�C�UAY, MCIDINE EQUI�dALENT °o SNQWMELT GENERAL NOT'E�m � P-2 SYSTEM INLINE 50 80 50� P.G. 1 - 1 /2 208/3 GRUNDFOS tRE 10-21NTEGRA� FREQl1E@IGY _ A_ � CIRC CONTROL 1 FOR CONSTRUCTION 06.��0.2010 � g; � � BUILDING GRUNDF�S UP ISS. # DE�CRIPTION DATi E o P-3 BOILER INLINE 12 15 30% P.G. 185 W 120/ 1 26- f4F � � CIRC i/ V � I E f� H ��T E R � � fl � LJ � L � ( �� F I f� � � } ARCHITECT'S PROJECT N0. ; � 'I O6� .QO o BUILDING � � P-4 HEATING INLINE 12 18 30� P.G. 205 W 120� 1 GRUNDF�S UP _ � � CiRC 26-�F THERMAL ELEC'f� I �AL � FOUND. ZOEIIER 9>0-0003 SIMPLE94 SEIN�GE S�°STEM , �TORAGE WAT"ER WW ER INPUT MANl1FAGTl1RER * '� �� { �pE CAPA� lTY FLOW TE�IP . � S . L. EFF./ �� EL ACCESSORIES REMARKS � P-5 DRAIN SUBMER. 10 15 WATER 0.4 920/ 1 PACKAGEDSYSTEM HIGH WATER ALARM �OR� �� ,4L, } cGPM } RISE c' F� CMBH } ENERGY WATTS p � � FACTOR v BASEMENT ZOELLER 9 0-0030 ��a�� . B ANTI - FROST _ � P- 6 W�TE SUBMER. 40 12 WATER 0.4 120/ 1 PACKAGED SYSTEM � IGH WATER AL4RM DUPLEX SENlAGE S'�1"EM WFI � 1 T�IV�L�ESS, N� 4,5 f0 199 96%/0.94 220 1 �Of 1 RI�1fV�l RC9�HPi PROTECTION c� � . .� � 0 � MANUFACTURERS: MAiVUF��TURER�o -° * B&G, TACO OR AURORA EQUIVALENT � TRI�4NGLE TU �E, WEIL- MCLAIN , BUDERUS 0 � GENERAL NOTES : GENERAL NOTE�o � o , A: Ae J B: . �. , � o 0 N � � MECHANICAL � � � � EAUDIN SCHEDULES " �j ANZE � _ � � �o Consulting Engineers, lnc. d. VaiL• (970) 949-&108 COPYRIGHT 2009 mLake Tahoe: (530) 550-7334 PIDjeCt N0: 8828.01 �/ Denver. (303) 278-3820 � Fort Collins: (970) 221 -5691 Albuquerque: (505) 323-9070 , www.bece.com _ ,��,.�� , � . ., �� . , �;� �� .� . . ,. .... . --- -- - ___ __. �_� - _. _ _ m�,. , I , . . . . . � . _ . � � .� � '`��°e�� • ��.�,� � � . APPROX . LOOP M�4X L(7�P "° ° � °� �` '. ZONE DESCRIPTIOfV ARF�, GPM ESTIMATED # SPACING C� PRE��IJRE FL� � R ACCESSORIES REMARKS ' �� 3. � �<��t� �� OF L.00PS C�!/�RING � (SQ . Fl"> } EXT.WALL L�SS ( PSij � � � ,� . � � : ��s o � � �� _ , � � r.. : . ",` ,� a .��^ w .-^°' f X� � � . PAAI N ; �` ,�� -.�_� t�,g< i s��.°�� . � tia � 1 CIRCUTATiON 550 0.4 3 9 �, 1 � ��Pl�REi'E — — • . ';;.ffr� �� m��'��`�`�� • " • ��da��sssat.s�s�dt�e`d� , 2 0 EN °S 21 0.3 1 9 » 1 C� C - - ' � � . . . • • ' ' RESTROOP� tv1EN �S copyright 2010 � RESTROQM 200 0.3 1 9 �415 ��6V�i�EI'E — — 4240 Arch i �ectu re I nc . • OWNER TOWN OF VAIL ' DEPARTMENT OF PUBLIC WORKS MIAIUIlFA�TURERSI 1309 ELKHORN DRIVE � VAIL, CO 81632 GE�lERAL N�TES ; t: s�o.479.2t5s A: B�45ED ON 1 /2" TUBING, i " O.C. , 115' F AVG. WATER TEMPERATURE ARCHITECT 4240 ARCHITECTURE INC �. 71�.AB MANIFOLD, U . 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OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 ARCHITECT 4240 ARCHITECTUI3E INC ! ; 3003 LARIMER STREET ' g DENVER , CQ 80205 t: 303.292.3388 f: 303292.3113 CIVI� ALPINE ENGINEERING ING. ENGINEER 34510 U .S. 6 UNIT A9 � � � � � � � � EDWARDS, CO 81632 t: 970.926.3373 f:970-926-3390 ' SURVEYOFi PEAK L�ND CONSULTINC , iNC. ' ' 100Q LIONSRIDGE LOOP i i i i i i i i VAIL, CO 81675 t: 970.476.8644 STRUCTURAL MARTIN/MARTIN, INC. � � � � � � � � ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD; CO 80215 i i i i i i i i t: 303.5442750 ' � MEP BEAUDIN GANZE CONSU�TING ENGINEER ENGINEERS, INC. i � i � i i i i 110 E. BEAVER CREEK BLVD. SUITE 202 � AVON , CO 81620 i i C.O. T. 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(303) 278-382� (n Fort Collins: (970) 221 -5691 Aibuquerque: (505) 323-9070 www.bece.com ��,��;� ��w-.,.�.��.�.�n,. � . . ^ :e��Vn4V �ie�a �� J� . � . � . �1 12FT MAX DEVELOPED LENGTH � ETVdEEN FLOOR 1 . REFER TO DIAGRAM C„ SHEET M200 FOR , � � '` ��,� �� s� � ;, ' DRAIN TRAP & VENT CONNECTItJN . RADIANT AND SNOWMELT MANIFQLD PIPING. . �ti ;y , �m �� @ �`� ` . .� , � � G',� e a . �2 CW/HW/W UP TO LAV OR SINK A�4VE. 2. REFER TO DIAGRAMS O AND O , SHEET : ��q, - � ` : M200 FOR CLEANOUT INSTALLATIONS. � � a W UP TO FD. . , � ,., �. � W'' f�' z4 .' 3. REFER TO DIAGRAM GQ, SHEET M2QQ FOR `"� � p � , , 4 CW/W UP TO URINAL QR WC(Sj A�QVE. TRAP PRIMER CONNECTIONS. TRAP � � �° fr�', .� �t � � , . ' � � PRIMERS NOT SHOWN ON P�AN . � ��x - , , , : � :� , „ . . . . . , #fJf . . . . . . - . . r� �;`� �'Bti��ntd �"� , . . 4-. REFER TO DRAWING 1 , SHEET M30Q FOR ' � . . � ' UNIT AND CABINET UNIT HEATER PIPING. � � ' � � ! 5. PROVIDE CLEANQUTS ON W/V PIPING AS REQUIRED BY CODE AND FOR REASONABLE copyright 2010 MAINTENANCE BASED ON ACTUAL FIELD lNSTALLATION . 4 � 40 ArCh ( tGC� U C'e I C� C . 6 . REFER TO QIAGRAM �, SHEET M200 FOR GAS PIPING ONE- LINE. OWNER TOWN OF VAIL - 7. REFER TO CIVIL DRAWINGS FOR DEPP,RTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE FOUNDATION DRAIN SUMP PUMP INLET VAIL, CO 81632 PIPING. t: 970.479,2158 �. INSTALLING CONIRACTOR SHALL PLAN SPACE, DURING BOTH THE COORDINATION ARCHITECT 4240 ARCHITECTURE INC DRAWING AND INSTALLATION PHASES, FOR 3003 �ARIMER STREET FUTURE EXPANSION OF THE SNOWMELT DENVER, CO 80205 SYSTEM , INCLUDING THREE BOILERS, t: 303.292.3388 f: 303.292 .3113 ADDITIONA� PUMPS, EXPANSION TANKS, CIVIL ALPINE ENGINEERING INC. ETC. ENGINEER 34510 U .S. 6 UNITA9 4"We RIFER TO CIVIL DRAWI 2 g , WATER HEATER VENT PRODUCT TO BE OF EDWARDS, CO 81632 � � 3 4 5 6 � FOR C(NTINUATION . Q PAATERIAL AND SIZE AS LISTED IN t: 970.926.3373 f:970-926-3390 , V MANUFACTURER'S LITERATURE FOR USE SURVEYOR PEAK LANQ CONSULTING , INC. WITH SPECIFIED PRODUCT. REFER TO 1000 LIONSRIDGE LOOP 2"PST. REFER TO CIVIL REFER "0 SHEET M301 FOR MANUFACTURER'S LITERATURE FOR dRAWWGS FOR VAIL, CO 81675 � � � � CONTINUATION . i PIPING tONTINUATION . i SPECIFIC INSTRUC110NS. ' t: 970.476.8644 4"W UP TO C. O. T. G. REFER TO STRUCTURAL MARTINIMARTIN, INC. � i i i i � DIAGRAh QE , SHEET M200. i ENGINEER 12499 WEST COLFAX AVE. i INVERT = 8176. 0' LAKEWOOD, CO 80215 FOUNDATION DRAIN SYSTEM I t: 303 .544.2750 i i ; i � P- 5 AND BASEMENT LEVEL i � i SPACE ;ESERVED FOR PUMPS, i -'�6 SUMP PUMPS. � I AIR SEFARATORS, EXPANSION MEP BEAUDIN GANZE CONSULTING COORDINATE LOCATION OF � TANKS, ETC. ENGINEER ENGINEERS, INC. � � � i BASINS TO AVOID i � FIRE DMESTIC WATER ENTRY. � REFER TO DIAGRAPA 110 E. BEAVER CREEK BLVD. SUITE 202 � STRUCTURAL FOOTINGS AND SHEET � 200 FOR DOMESTIG W TER EN1RY PIPING �D AVON , GO 81620 II MAINTAIN BEARING 1'0 FIRE PROTECTION DRAWING� FOR FIRE WATER Ef� TRY t: 970.949.6108 i i i i REQUIREMENTS. i �" i INFORM �TION . i - - - - - - - - - - - - - -- j - - - - - - - - - - - -t- - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -f-- � �- - - � � - - - - - - - - ---- - - - - - - - - - - A � i � � � �a"HWS/R UP. �H i u � ` �' � � � I I UH - 1 i i i i i � / � i I 2"V UP. P8 �4") I �'a' HWS/Ft TC? UH - 1 , � �,� �.so � — O - - - - �y � �� _ - - - - - �- - 4�-�W �� - � �i X r- - - - - - s � ��3 �� 1Ya" NWSINtNR. f�EFER TO � 300 FQR z X � i � � � w � � ° �� ol � --=-0 �� PIPING CONTINUATIOfV . Q � „ ' �*�" � I „ � V - 2 _ � J � � i i i i i �'a HWS/R TO RADIANT " ��.'� I � I � � I '"' � I - �, m _ � � MANIFOLD #2. (- - - - - - HWR — 1 - P8 � Z Q � e e e ' HWS � 1 '� - F- � 2 C/� C� ° i i i i i WH - 1 . WATER HEATER � ' �� I � � � :::,� EF- 2 � � � "� LOCATED AND PIPED � � 1 9 � EXH . UP. LL�I Z W , � TO ACHIEVE 10' MAX. c� � w ,� � � � o � � � � 1 � DOMESTIC HOT WATER i � � � �`4 �� - U � Q J o �� RUNOUT. REFER� TO � cncn � u _ —. „ �, � � � � � 3 PVC C. A. UP. � � � � � �4 HVdS/� TQ UH - 1e '� � � cv MANUFAGTURER S b � � � A- � � � � � � � , � LITERATURE FOR � = a� v� cn ,� CC � PIPING. INSTALL ON �,� � � I � I I � � � � Q — 0 � � � i i i i i SUPPO TBST�CTURE. � F�� a �� _° UH - 1 2 � � � �. � �, , � pg �. �. � _ � �j � �� t 3" _ � SNOWMELT UTILITY PROVIDED METER AND PRV C.'3 � � � i i i i � i GW AND W UP TO DF i - - 4 - MG MANIF4L� �7. ASSEMBLY (APPROX. 12, 415 MBH � � � C� ABOVE. p „ INCLUDING FUTURE). PRV SET TO 2 W (� � / � /i^ . . � . � Y � V � i� • � . � � � . �r �. . . . � PSI dISCHARGE PRESSURE. 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AL29 - 4C DQUBLE J WALL BOILER FLUE. � td� � - - - - - - - - - - - - - - - - - � � � - - - - - - - -S - - - - - - - - - - - � - � W � � °� �'a'°HWS/f� UP. 3/4"HWS/HWR TO RADIANT ' � � � I ' V o i i i i i i i � i i i i W � MANIFOLD #3. � , � ' e o ISOLATION AND DRAIN D0� N � i � � � VALVES FOR SEASONAL � c�nv�i � 2 { I � ( I I I �'4'C�N UP. I MAINTENANCE. I &� & � I WN -I . CONCENTRIC VENT I � ' � TRANSITION 5"SMS/R TO 4" WITHIN � � TERNINATION PER � � G TO MAIN . REFER TO CIVIL o MAWFACTURER S LITERATURE. ' ' DRAWINGS FQR CONTINUATION . ' v MECH RM PRIOR TO EXITING DO IOT ROUTE FLUEfC. A. PIPE I I BUILDING. ABO/E ELECTRICAL EQUIPMENT. I I W LOWfST SIDE OF INTAKE I I � 12"PVC SEALED COMBUSTION AIR QPEIING SHALL NOT BE LESS 1 ' °� INLETS TO BOILERS, LOCATED IN THAI 60 INCNES ABOVE 1 I SNOWMELT SLAB SENSOR. � ARCHITECTURAL ELEMENT. LOWEST ADJGINING GRADE. 1 ' v SIDE OF INTAKE OPENING SHALL ' ' o NOT BE LESS THAN 60 INCHES � � v ABOVE ADJQINWG GRADE. 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ENGINEER 34510 U .S: 6 UNIT A9 � 2 � � � � � S EDWARDS, CO 81632 t: 970.926.3373 f:970-926-3390 � SURVEYOR PEAK LAND CONSULTING , INC. 1000 LIONSRIDGE LOOP i i i i i i i VAIL, CO 81675 t: 970.476.8644 STRUCTURAL MARTIN/MARTIN, INC. � i � � � � � � �- ENGINEER 12499 WEST COLFAX AVE. �AKEWOOD, GO 80215 � t: 303.544.2750 _ . ---__.---- MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. � i � i i i i i 110 E. BEAVER CREEK BLVD. SUITE 202 � AVON , CO 81620 t: 970.949.6108 I i i i i i i - - - - - - � - - - - - - - -�- - - - - - - - �-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - -�- - - - - - - - - - - - - - - � , , , , , , , , � � , � � � � � � , c.� z � � � � � � � 14"¢� EXH DUCT IN ARCHI CTUF�AL � x � GOOSEN�CK. 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(303} 278-3820 , P � Fort Collins: (970) 221 -5691 Albuquerque: (505} 323-9070 www.bece.com ---�°�--- _ .. __---- __ ___ -- ---- _ . _ --- ---- _ _. � . . ..,, ��„��.,T. . m;.t� �.�..�� >,. ��,�. �.��-,,� .� . ADJUSTABLE GRADE CLEANOUT AND ACCESS ENCLOSURE ANCHO JOTE: ' � ' FLANGE, HEAVY DUTY TOP, AND VANDAL PROOF FASTENERS, ZURN , NATER METER AND BACKFLOW ' Z- 1400— HD— KBRASS CLEANOUT PLUG W/COUNTER SllRIK HEADe � tw��"� ` 6 � �F�: E , � ; �REVENTER MUS7 BE MOUNTED � .� ip ��,�� k s�A �' m`� �, ' . SPIN — IN FITTING WITH ADJUSTABLE CLEANOUT 16" �ONC. PAD iORIZONTALLY. ;;� �, �. �,� �.� �1�`� ,� '' , S. B. D. AND ACCESS COVER � „� �. �� . �, �. > � m FLGOR ZURN ZB- 1400. TOP OF TROWEL SMOOTN a� ��, _ - E, , .u,Y � INSULATED DUCT AS � EXTERIOR DUCT INSULATION. LINE � CQVER TO BE FLUSH W/ & EDGE. _ '. TOP OF FLOOR. FINISHED GRADE � �tr � � NOTED IN SPECIFICATIONS. -� . . . . . . . � o pp o 0o ao o � p o 0o ao . . . . . . . � � x �r ..,d � �fi �;; � � . ^'Yx� a� s ....� � INSULATED FLEX DUCT. p° p °� ° Do ° p � oa papo apa � o ,. � �� . p e o 6 0 0 � DOMESTIC WATER SERVICE � �., � � , � � . � ','" � � � �` �., � �� P p Dao 0 0 0 � 0 1 �/4 CW TO BUILDING. � ¢ a o p � P opp ° o p� � � opp SHUT— OFF VALVE. . `¢f,,, �f�� n � � � .. �� 4 ; � � . . , ° D o ° ° P a a r,• e,a , a c r � , ti ., • � . . . . . . . . . . . � . �'�'J1gd99�G! 9cE�86b�».�!"l`�'' . . � . . > �F 1 /$ C. I . BEND 1 /8 C. 1 . BEND � ' � . . . . . � . ' ' � � BALANCE OF PIPING — C. L WASTE LINE. 4 4 i SAME AS CLEANOUT I.GTH TO SUIT. I�1 � � � �� TO GRADE. copyright 2010 / ' � 4240 Arch itectu re I nc . � SL�PE DN Cs� 1 /4"�I�. F, SHEET METAL STRAP PROVIDE FOLLOWING OPTIONS AS APPROPRIATE �• REDUCED PRESSURE TYPE CARPET MARKER — FOR CARPETED AREAS. °�--°— I CW SERVICE BACKFLOW PREVENTER. OWNER TOWNOFVAIL SHEET METAL SHIELD SQUARE TOP � FOR CERAMIC TILE OR 1NASTE LIt� E �� CERTIFIED TESTER TO TEST. DEPARTMENT OF PUBLIC WORKS SIMILAR SQUARE PATTERN FLOOR. �= 1309 ELKHORN DRIVE , FLASHIfV � CLAMP — FOR A� OVE GRADE 1 "' WATER METER WITH VAI�, C0 81632 ' YdATER PROOFED AREAS. 1 � 6END IF CLEANOUT REMOTE READOUT. t: 970.479.2158 S. S. WORM DRIVE CLAMP. f OCGURS AT END PRESSURE REDUCING VALVE, SQUARE TO ROUND ADAPTER CEILING DIFFUSER . C}F LINE. WATTS 223, 1 �la" SET Ca3 6Q PSI ARCHITECT 4240 ARCHITECTURE INC AS REQUIRED. 3003 LARIMER STREET �,�I� O�J �T 1�Q C°aR/A�E C01�C9� GLOBE VALVE DENVER, CO 80205 TYPICAL DIFFUSER � ON �lE � T6 � l�l DIA� RAM t: 3o3.zs2.3s8s f: 3os.z92.3 � � 3 CLEANOUT DIAGRAfVI � DOMESTIG WATER ENT �� 1 � E � I �GRAIVI � �� ALPINEENGINEERINGINC. NO SCA�E ENGINEER 34510 U .S. 6 UNITA9 O NO SCALE � NO SCALE � EDWARDS, CO 81632 t: 970.926 .3373 f:970-926-3390 SURVEYOR PEAK LAND GONSULTING , INC. SPOT WELD REINFORCING USE DUGT SEALANT OR �-� �� O. T. G SEE L�IAGRAPA Q. 1000 LIONSRIDGE LOOP ANGLE GASKETED FITTING ON GRADE VAIL, CO 81675 HIGH VELOCITY DUCT. � �;:� 24 GA. GALV. ROOF t: 970.476.8644 NUT & BOLT. o �AS�t� ENI° UVALL. „ JAGK W/ 6 FLANGE ..-- 2 MIN . BY M . C. , SET IN STRUCTURAL MARTIN/MARTIN, INC. PLASTIC CEMENT ENGINEER 12499 WEST COLFAX AVE. WATERPROOF DUCT CONICAL SPIN - IN FITTING W/ ' ° p BY G. C. LAKEWOOD, CO 80215 v o -� INALL SLEEVE; I . D. = 4" Z t: 303.544.2750 W/ STIFFENERS MANUAL DAMPER, o LARGER TI°9AN Q. D. OF PIPE. � INSIDE. HANDLE, & LOCK NUT. o ROOF PIPE BY M . G. MEP BEAUDIN GANZE GONSULTIN� SCREEN p � 24 GA. GALV. ENGINEER ENGINEERS, INC. FRAME. ° .-------'""'`- 110 E. BEAVER CREEK BLVD. SUITE 202 FLEX DUCT. STORM COLLAR BY STOF2h� 0(� SANITARY AVON , CO 81620 ° ° BLDG. DRAIN . � P ACE & GAU �K t: 970 .949.6108 � o � i � ( I WEATHERTIGHT. 135' '� � ! _____...._--- FINISHED ROOF '� " - � FELTS BY G.C. DUCT SIZE Q S�OPE 1f4"/L. F. o ° � �^�� POLYSUL,DE CAU KING. �� PLUS 25%. 1 /4" SCREEN. 12" MIN. WORM DRIVE S. S. D� o° :��; � — SOL.DERED LAP SEAM � 8" MIN . CLAMP. G'3 20" MIN . a Z x � o o PIPE S�EEVE & � x � CAULKING BY M . G � J �j DIAGRAM FOR LOW & HIGH VELOCITY D � NOTE: _ �l3 c� DUCTWORK E�EPT UPSTREAM OF 2 �AYERS OF FELT � �'�"I m � VAV BOXES. OMIT DAMPER UPSTREAM BY G. C. � '� COOR D ROOF PENETRATION �, f FLASHING AND ' WITH ROOFING CONIRACTOR . � � � Q COUNTER FLASHING. OF VAV BOX6. � C/� � C.'3 � ° w°HR'ROO��MANUFACTURER. ROU �JD DUCT SANiTAR1� OR STORM BLDG . � Q W = � � � GOOSENECK DIAGRANi �TAl�CE- OFF DIAGRAM DI�AIN THRU WALL DIAGRAIVI PIPE THF� IJ R � (JF � IA� f-�� fl� � � o � p a NO SCALE L NO SCALE � NC) SCALE � NO SCALE p � p� � � � N 2 � Gl �° n � �y � v .i Q � � °C Z � � � W O � � � m � t� �Y EXTEND AS P, � C''3 � � —� °' B- 1 � ' WASTE OR VENT. CONTROL VALVE. � Ct V � � Q 10 FT, �a" 215 MEi /270 CFH ~ W � � �-. s-r- GHROME VVA�LCOVER MANIFOLD BOX (WALL MOUNTED FOR � �� TAKE— OFF FROM ; ; � ; �,�1D SCREVd. RADIANT; LOCATED IN SLAB FOR � 0 � � .. x SUPPLY BRANCH PRV SET /� 50 FT, Lz TOP OF CW PIPE ; i ; ; SNOWMELT}. � � � Q� � I TQ Q. 5 PSI DISCHARGE. BALL VALVE ; t € : �----- ��—�m—�•—� --- � �y � 1.1.� — � VENT TO EXTERIOR PER � � 4, 270 CFH/15, 520 CFH �, - i ; PLUGGED TEE WITH �41R /ENT AT } ' MANUFACTURER S MANIFOLD ASSY. � Z, �—• Q � MANUFACTURER S � (FUTURE) 60 FT. � `• = CLEANQUT, HIGH POINTS, � � TRAP PRIMER � � ' �--� � � � REQUIREMENTS, TYP. 3. � 1/2" VALVE, SIOUX CHIEF ; "s ? TYPI:AL. � C= � ; ; '` PRIME PERFECT OR ? ; ; WALL. � � �"�"'-- LQOP � ALANCE/ISQLATION VALVE � LL � 10 FT, 2 3, 750 CFH /15, 000 CFFi EQUAL. ; ; ;� 0 f I � I � � � y � „ (FUTURE) 60 FT. � ; ; :, �% � MANUFACURER 'S MANIFOLd ASSY. � � , B- 2 Ta DISTRIBUTION UNIT ; ; ; ; � ' � � 3� 000 MBH / H � ,— FOR MULTIPLE o ; € ` ; L__ m�_�� J 2 - M G 2� � ��, M � U T I U T Y � � � t/� W � 3, 750 CFH MAW DRAINS} . � t ; �r e— ; s ? �� L� � E ADIANT/SNOWMELT TUBING. — _ � � MIN . HEIGHT �i T Y P E K S O F T LOOP QUANTIITY AS REQUIRED. � m � 60 FT, 1 Ya" PER MFh'. : ; ; � � COPPER LINE(S) TO -::::::::-;:,�::::::::::::::s:::::::::::::::. ` ' � � Q 50FT, Y�" FLOOR DRAIN ( S). , , :1 ;,^ ,. ::..:: ? ..:::. z = NOTE: - P...1 o QUANTITY AS ., -� �� :; , �f" �� ` , .,� �:, MANIFOLDSAANDASOLATRON W N NQ�: � 1 . CONTRACTOR OP110N TO ROUTE 5" REQUIRED, SEE PLANS. �� " ' % �, �� `�' TO PIPING PAAINS � ......_..:...�.............................._. ........_ ._........_ VALVES WITH PIPING. o LOW PRESSURE FROM UTILITY PRV 1 � FT, �a" CA'PED 1Ya"MG BRANCHES FOR NO JOINTS BELOW CO THROUGH MECHANICAL ROOM . FU'URE BOILERS, B- 2. TYP. 2. GRADE. 1 j8 C. I . BEND. N � PROVIDE 1 "G BRANCH TO 3�,- 1 . AtvD 3, (AO MBH/3, 750 CFH . BALANCE OF PIPING / 3"G BRANCH TO B- 2 SAME AS CLEANOUI" o WH - 1 TO GR �4DE. c¢.� 2. VENT PRV TO EXTERIOR PER 199 MBH /250 fFH � MANUFACTURER'S LITERATURE. � �� I � � � I.rONNECTION �, V�/eqLL CLEAN � IJT m GAS PIPING � NE - LINE � I �� I � I � (�� IVI RADIANT/Sf� OWIVIELI fVI �. NIFC� LD PIPIN � DIAGRAM � � NO SCALE O fV0 SCALE O NO SCALE F NO SCALE ( l,, ) 0 0 `/ v w� � Q B,D. RESPONSES 08.12.2010 0 9p, O. C. TYP. FOR � a ADDENDUM 1 Q7.16.2010 �, WALKS. NDINGS & 1 FOR CONSTRUCTION 06.30.2010 � � c ISS. # DESCRIPTION DATE 0 � � ARCHITECT'S PROJECT N0. : Z ') 064 . 00 � o � . � N . . � � . . . � . � � � � 4 ° . � . . . . . . . . . � . � � � . � � . � � . � . . � . . � � . . � � . . . . . . . �. . . . � . . . � � . . � . � � . � � � . . � � � . . : . � . . . � . ',. � . . . O . . � . . . .. � � . � . . . . . � � . � . � � � � . . . � . � . . . . . . . . . ,. � . . . . . . � � . . . � � � . . . � . , . . � � . � . . . . . . . , . . . . . . � . . O . . . . . . �, . 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"� � � �c pe�� . . � . . . � Oi . . � � �'�"'ld � P.9q�d"b �y,� � m � � �q,��.�*�,4� , . �- AIR SEPARATOR, � ' H . s,��,s?e�sa�Q��d�a4tiet`�� , • , SPBROVENT. � �A ' EXH � � � , DOWNWARD GAS FLOW P FR�R� DIREC110N INTO ��°�� 9 DIRTLEG TEE, TYP. 1 �y¢� WALL copyri . ht 2010 , 1Y4" � �� TSTAT TSTAT 4240 ArC � IteC� � rG IC1Ce TE —�--. 4 � � OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS � . . . . . . ... F:: � . . . . ,. ,.� 1309 ELKHOFiN DRIVE UPON A DROP IN TEMPERATURE BELt�VII �ETI'OINT PLUS �IFFERENTIAL, VAIL, CO 81632 FAN SHALL ENERGIZE AND HEAl1NG VdAI�� G�NTR�L ilALVE SHALL t: 970.479.2158 �,I AO AO BO BI OPEN. CONVERSELY, UPON A RISE IN TEMPE�AIURE A��YE �ETPOINT PLUS DIFFERENTIAL, FAN SHALL BE DE— ENE�GIZE[� AN � HEATIIVG BO 81 BI BO BI � WATER CONTROL VALVE SHALL CLOSEg ARCHITECT 4240 ARCHITECTURE INC 1 r,.:�.,�� 3003 LAFiIMEFi STREET � � = EIVERGY REC�i/EI�'( teENTlLATOR SHA�I. BE ENABLED DURING OCCUPIED FiOURS AND CABINEI' UNIT HEATERS AND UNIT HEATER� ARE i� OT' I �ITENDEL� T� DENVER , CO80205 6�A LE �U �IN� lJ O�CUPIED HOURS, AS SCHEDULED THRU THE DDC SYS e BE ON THE DDC SYSTEM . t: 303292.3388 f: 303.292.3113 { � �� CIViI. ALPINE ENGINEERING INC. ��-�``� � �XH �l1S1" FAN SH �LL OFERATE VIA MANUFACTURER�S FROST CONTROLS FQR P� SET u ^ � °� /� ENGINEER 34510 U .S . 6 UNITA9 AM �IJNl' OF TINlE T� A�/O1D �ROSTING. � U t�l AN � � � � � I �1 1 � � L � � � � � i`�!� I � EDWAF3DS, CO 81632 AI BO BI � �7HEhJ T�iE �SA T'EMPERAI'l1RE IS �ELOW 70'F (ADJ) AND THE ERV IS E(VABLEDo �}�A SCALE : NO SCALE t: 970.926.3373 f:970-926-3390 l �AMPER SERVING � UCTWORK FROM THE SOLAR WAL� SHALL BE OPEN ANL� THE SURVEYOR PEAK LAND CONSULTING , INC. �AMF'ER sERVIM1lG DUCTI�lORK FROM THE EAST WALL SHALL BE CLOSED. 1000 LIONSRIDGE LOOP �C7NVERSELY, WHE�I THE OSA TEMPERATURE IS ABOVE SETPOINT, OSA DAMPEf� VAIL, CO 81675 EXPANSI4N TANK, �ERi/IPVG Dt1CT1MdRK FR�M 11�E SOLAR WALL SHALL BE CLOSED AND THE DAMP"ER t: 970.476.8644 1'ACO. �ER� IVG DUC1VdORlt FROMI THE �AST WALL SHALL BE OPEN . DAMPERS SHALL �� STRUCTURAL MARTIN/INARTIN, INC. �n �Lf}SED WHEN ER� i � DlSA6LED. _ � ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD, CO $0215 — -1o�J.�e� � � � � � � � � � V � i�� VGN 1 � L� 1 � f� t: 303.544.2750 — �°q � n � q n ' uC MEP BEAUDIN GANZE CONSULTING I TO RADIANT I � � � � 4�,iL� � �fi! /'1L � � OlV � ROL � S � �IG � �� I � ENGINEER ENGINEERS, INC. I MANIFOLDS, CUH AND 0 � ° 6 110 E. BEAVER CREEK BLVD. SUITE 202 I UH. I � CALE : NQ SCALE � AVON , C0 81620 �---------�J - - � t: 970.943.6108 SUPPORT FROM STRUCTURE. H>T WATER TO DIRECTLY BENEATH HOT WATER PIBLIC FIXTURES. � FIXTURE LOADS TO ACHIEVE 10' MAX HOT WATER RUNOUT LENGTH . UPON A FALL IN HEAl1NG WATER SUPPLY TEMPERATURE IN THE SECONDARY LOOP BELOW HYII� SETPOIN7 PLU � DIFFERENTIAL. BOILER CONTROL SHALL ENABLE BOILER TO MAINTAIN HOT WATER SUPPLY TEMPERATURE AT SEPOINT. S � BOILER CONTROLLER SHALL RESET HEAl1NG WATER SUPPLY TEMPERATURE �ASED ON OS/� TEMPERATURE. PPE RELIEF VALVE OLD WATER SUPPLY. � INIRECT TO DRAW � HEATING WATER SUPPLY TEMPERATURE SETPOINT SHALL BE RESET FROM 130'F �r 30'F OSA TO 100'F � 60'F OSA. � � o DIAPHRAGM TYPE EXPANSION TANK. x UPON A CALL FOR HEAT FROM ANY SPACE LOAD, THE HEATING WATER CIRCULAl10N PUMPS �HALL RUN . THE 'UMPS � � STARTERTOR GAS SUPPLY. � AMTROL ST-12. � � � SHALL STOP WHEN A CALL FOR HEAT IS NO LONGER PRESENT. � x � � � �j . �IATER HEATER. HIGH /LOW iJNIT MOUNTED AQUASTAT. � � �., � BOILER INTERNAL CONTROLS SHALL BE INTERLOCKED WITH ASSOCIATED BOILER CIRCULATING PUiNP. WFIEN BOILIR IS = � � ENABLED DUE TO CALL FOR HEAT FROM SPACE LOAD, CIRCULATING PUMP SHALL START. CONVERSELY, WHEN BOILER � � R 6bIRT LEG. � � ° � IS DISABLED� CIRCULATING PUMP SHALL STOP. � � � � � PROVIDE BOILER SHUTDOWN SWITCH LOCATED AT BOILER ROOM EXIT DOORS. SHUTDOINN SYSTEM SHALL COMPL' WITH � � � ASME— CDS- 1 . DIVISION 23 CONTRACTOR SHALL PROVIDE THE SWITCH AND ALL REQUIRED CONTROL WIRING. ALL � � ''' � � i WIRING SHALL BE IN CONDUIT. A CLEAR POLYCARBONATE HINGED COVER SHALL BE PROVIDED TO PREVENT T[RMINATE 1 - 1 /2" ' � � � � Z � ' ACCIDENTAL OPERAl10N OF SWiTCH. SWITCH SHA�� HAVE ENGRAVED NAMEPLATES ?0 IDENTITY SWITCH AS '� BpILER TSTAT A30VE DRAIN PAN. � � � � o EMERGENCY SHUTDOWN ". DIVISION 23 CONTROLS CONTRACTOR SHALL COORDINATE WITH DIVISION 26 FOR SAF: � � ,� � � � N SHUTDOWN OF BOILERS. ' � � � � � EXHAIJ �T F�N � S�RVI �IG THE AV CLOSET AND MEGHANICAL ROOMS SHALL � � � o - ° �E ��NTf�OLLED �Y INCIIYIDUAL SPACE MbUNTED COOLING THERMOSTAT � 1.1.1 � � � � � �ET AT' ��°F (A�J). THESE FANS ARE NOT INTENDED TO BE ON THE DDC � (;3 � � � � ��(�TEf� o � � � � � � � � � � OILER PIPING AND CON �fROL DIAGRAfVI � p�N � �d�� I� ��CE TE��ER �,,�RE AgOVE SE,�OINT PLUS F �OOR tl o � � � � � � �iFFERENT9ALe EXHAt1ST FANS SHALL ENA�LE. CONVERSELY, UPON A a � X SCALE : NO SCALE DE�REA5E IN �PP,CE TEMPERATURE BELOW SETPOINT PLUS DIFFERENTIAL, � � � � � EXhiAl1ST FANS aHALL DIS�46LE. � � � � � � ° p� /� �° � g THE WATER HEATER SHALL OPERAT'E >JIA IT°� iNTE�h1AL V--' � � � � � � 6 /—'l � � I F� lV MANUFACTURER'S CONTROLS TC9 F'R�VAI�E �OMESII � FI �T' � � � O � I � � I !le � � i � 1 l.r � � TROL SC �IEM/`1 1 Il.� WATER INITIALLY SET AT 120'F (A[3Jo �. P � � y � v �� WATER HEATER IS NOT INTENDED 1�� E �N TFIE �D� � � � � � C�tLE : R10 S �ALE SYSTEM . � . � � � � � � INSTANTANEOl1 � � �� - FIRE � m � � o V1/AT � R HEAT � R C� (JIVTR� L � � � HE �/IATI � � o � � SCALE : NO SCALE e 0 w N � � / � Q U , W , (� CQ�IVTF20LS �OINi'S LI��' C� �......«.............„_.,...,,._.,___.,.._._...._.._,..,._.._._.,_,.._._....,...,.._.........................................:........, ANALOG �INARY SYSTEM FEATURE m f INPUT OUTPUT IPdPUT OUTPUY A�AF2MS PROGRAMS v TSTAT MS U i 2 . � � . . . . . �. � . . . � � � . . . � � U � . . � � . . . � p d O . . . . . . � � _ , SYSTEM POINT W Z o o � w w � � q � N . NOTES . . . � OPERAB�E WINDOW ; oescRiPrioN � o � '� � � o J W ~ W � W � O It N � N W 2 S � it IA j � � . . . . . . . . , � S a W 0.' q O a a � � N V o .ml al U O Y' (n � 0 1- . . . � BY OTHERS. 'p' °p' 'g' �u � � � ' U w � K W F- E . O � O > � 4 I- � � i4 J � p 4 H � z 1 � 4 � 1 1- 7 '7 Z . N N fp N V l p � J � W p Z d` � N g � . . . � C ... �/ . . . . . . . . ! �� ` � j . Q Q� a N 1- 2 U .a.. h M W t'- W � d � Y tl1 �y B y Q Q � Z Z O Q . . . � . . . . . ; ' .� � . - � W J = 7 �L R' .-2 V Q Q i- Q g 4 Q W U 4 � O . � = W W Q i- . . � :........... .......... ................................. ........ ............... ........ .... ........ ...................: � a � a � � � m � a u O � � LL N � a N o ° w = � = a � � a � °a 1 FOR GONSTRUCTION 06.;30.2010 . � � � � � . � . .. . . . � � � OSA TEPAPERP,TURE X X X X � �. � . . � � OSA (EAST) DAMPER x x x x ISS. # DESCRIPTION DATE � ............ ...._.... .._,...___..�_.._,.__..._____. ..___.__ �_�.._.___.___. _._.___. _.. .. _...__._ _.__ ....; .. � . � . . � � . . . . : .�. ., `. �� .� ;; :; :i : 3 . � � OSA (SOLAR) DAMPE X X X JL � � . � � � � . .. . ; ;.. ., .. :.. .,.• � , . . . . :............ ........... ................................ ........ ................. _,.,..... _... _._._._ _......_�._,_._.."' . . . p . . � . � . � . � . � � � . N ERV ENABLE/DISABC X 7f � � . W ERV STATUS x x x x ARCHITECT'S PROJECT N0. : � � 0�4 .00 o � � � � � � � � BO AI BO �I � �� „� � � � � � a SPACE TEMPERATUF X X 3C X X � � � � � � � q AREA A �N � � CONTROL VALVE X X � . � . � � � . � � � � � � � : � � . � . . . . . . . . . . . . . . . .. . � T . .. . � . . � . � . . ~ � � � � � � . g 8-1 ENABLEIDISA6LE X X . . . �O �.. � . . . � . . . . � . � a . . . � -� UPON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT PLUS DIFFERENTIAI., tJP�N A C�LL FOR F9EA1' FROM A SPACE THERMOSTAT, CONTROL VALVES IfV W B•1 STATUS x x x x x � EXHAUST FAN EF-3 SHALL ENABLE AND OPERABLE WINDOWS AT WEST � E ASS��IATED RA�IANT MANIFOLD SHALL OPEN AND THE HEATING WATER o B-1 ALARM x x x x � m P-3 START/STOP X X � �, SHALL OPEN. CONVERSELY, UPON A DECREASE IN SPACE TEMPERATURE CIR�IJ ��I°I�N Pl1MP �FiALL START. CONTROL VALVES SHALL CLOSE AND Z p3STATUS x x x x x � BELOW SETPOINT PLUS DIFFERENTIAL, EXHAUST FAN SHALL DISABLE AND i�l1� P SFOALL � E QFF �AIHEN A CALL FOR HEAT IS NO LONGER PRESENT. = HWSTEMPERATURE x x x x x x � WINDOWS SHALL CLOSE. . . . � C� . . � . � � . � . . � � � . . . � . . � p P-4 START/STOP X qf . . . .. _ .. .. . . . � . . � . . . . . . m P-4 STATUS � X X X M X � . . � , � . � � � . � . � . � � � . �. � . � � � � � � . . . � . . � . . . � . � . . � � . . . . . . � . � . . . . � � . � � . . . � . . . . � � � � . . . . � � . . . . � � . . � � � . � � !� I � � � I � � FLYOR . = WINDOWOPENlCLOE X X M X � � � . . � � . . . F— � .. � . . . - . . � . � � � . � � � � . . . � � � � � SPACE TEMPERATUF X X X X X � � � . . . -� SPACE EXHAUST CONTROLS SCHEIViATIC HEP�T � � NTROLS SCHEMA� IC o EF3STARTlSTOP X � . � . . � � . . � . � .. � � . m EF3 STATUS X X X X X � � � � � � � � . . � N . . � �. . � � . . . . � . . . � . � . . . . . � . . � . . . . . � . GENERAL NOTES: . . . . . �, SCALE : NO SCALE � �ALE : NO SCALE � KEY PLAN 0 � � � 0 � MECHANIC,4L � �. �j EA U D i N CONTROLS " �j ANZE � U � � o Consulting Engineers, Inc. VaiL (970) 949-6108 COPYRIGHT 2009 � Lake Tahoe: 530 550-7334 �- m ( ) Projed No: 8828.01 / Denver. (303) 278-3820 � Fort Collins: (970) 221 -5691 - Albuquerque: (505) 323-9070 www.bece.com . . ,.. . � � . . . . . � . . . . . � .��yiAx�f46�E6�''Y,'Y�6"i �)�f ., . . . . ,.. ` - � � *�t 4s � k Y d� �' �°�r'�+,�' � ' , , � � � � � � �, 0 �.'`�;�� , W � : �m� � '� � f ,. °� �'' • , „ �, � � � �.q �, . . . . . � . � � �. . � . � " � ` 8 r' '� a '�� . • � � ��. FLOAT VENI' : ' � � � �� c � � . � � �� `� ° • � � � � � � � � � � o �p � . 5 SFAR .w {p }'+ � �� . . � • p j �M ' �9 � � � p� � �V gi�4,t��.w • � � � . . . . . . � . � . � /'�. 0 � �S� �i� gi0 '�i . .. . � . . . ,✓�r �py$q' p � � � q ��\�`q� . �� A� � � � 8 � � . � . � � � � � � T • s • � • � . � . . � � a 1 � . • . . � v s T �°` � ShAR S . � °'r,f�l�d�/��d`"��`�� . ' I i I ' � �.__.__. ' � • . . . . • • �- - - - - � — � - - - - - - - - - - - - - - � - - - - - - - _ �- _ _ _ 5" — st� s T D .._.._.... � DPT , � - - - - - - - - - - - - - - - - - - - - - - - - - - -- �� I � L - - - - j - - - - - - - - - - - j - - - - - --c�- - - • 5 ( - - - - — ._ � � � .......... -� copyright 2010 � � � � � � � � � �� ass�m�� . . � � � � � � � � u� /�,/ N /�p _._.,_. � . . . . . . � � . I � � 1 I ( I � � - P � . . � � . . � i�y i�s I i�s � I � i�s iv �n � 5° 21�" � � � � � TO TOV SNOWMELT � rC � t � r I � . ( , 0 0 , I , `� : = ZONES. i �� i i° � ' i i' � ' j �D � _�__ -_ � � � OWNER TOWN OF VAIL � � � n b � L -1 n �J � L .1 n �j (� AI AQ BO BI � ::::.. � DEPARTMENT OF PUBLIC WORKS � � �� 1309 ELKNORN DRIVE I r'-'`� I� � I l!"-`\�- `C � I l�"--'`�' � � ,:,..'�ti,� SPIROVENTA OR + � AI AI AI VAIL, CO 81632 I ( �`� 1 � - - - ( - - - � i ( �` �) � - - - � - - - � � ( l! i r - - - � - - - � z. ....,:� EQUIVALENT. , _..... � t: 970.479.2158 ° " ; € �? � � ( � �? � � ( � C? � � I � � � 2� �D � ��S ARCHITECT 4240 ARCHITECTURE INC � I I I � I V � V ` ( y I 3003 LARIMER STREET I � I �.,i�� ' T ,�� Gf'{�) ( I � � �i�i � DENVER , CO 80205 � r� v I I � �� I I � �� I I I �� s AO BO BI , .. _� t: 303.292.3388 f: 303.292.3113 � � ( � � � ( � � � � ( ` CIVIL ALPINE ENGINEERING INC. I �� 1 I �� I I �2 I � ENGINEER 34510 U .S. 6 UNIT A9 � '� I 1 � � 1 I � �I I I GLYCOL FEEDER. EDWARDS, GO 81632 L - - � — � - - - =• ( L - - � — �- - - - � L - - � � - - - =, � DESl �hl 6N'fENT l� F�R TEKMAR 090 � I ( � � � I I � � ( I I y ( � SE6d5(3f� 1'Cd BE L11REC�1° CONNECIED t: 970.926.3373 f:970-926-3390 W � W � w ( � Tf� �C� 11VITHOU 'f INTERMEDIATE TEKMAR SURVEYOR PEAK LAND CQNSULTING , INC. � � I � I I � ( C�NTRQL EQUIPR� Et� Ta GOIVTRACTOR 1000 LIONSRIDGE �OOP - - - - - -.�.+ I � - - - - - i I `- - - - - - � I � �p � �Pl'I �PI T� PROVI �E INTERNiE131�TE VAIL, CO81675 ; �-- - - - - -J L- - - - - � J L - - - - - -J = � E(�111 �MEN1' AS A �EDIJ �T �LTERNATE. t: 970.476.8644 —a - - - - -� — —a - - - - -� — —a - - - - - � — — STRUCTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. EXPANSION TANK, 7A:0, OR LAKEWOQD, CO 80215 EQUIVALENT. TEKMAR 090 SNOW SENSOR t: 303.544.2750 PIPE INDIRECT TO FLQOR DRAIN , MEP BEAUDIN GANZE CONSULTING TYP. ALL F�OOR DRAVS. ENGINEER ENGWEERS, INC. �0 �I � i AI � �� 110 E. BEAVER CREEK BLVD. SUITE202 -�-- AVON , CO 81620 CONTRO�S POeNTS uST THE SYSTE�I SHALL BE SETUP FOR BASIC OPERATIQN T� RUN Ih! 6 �TI-I AN ON /OFF PAODE AND AN IDLIIv MODE. WHILE THE SYSTEM IS t: 970.949.6108 ANa�o� BiN,aRV YSTEM FEATURE �� B�SIC OFF MODE. THE SYSTEM OPERATOR SHALL �E A� LE °f0 SELECT SPECIFIC USER iDEN11FIED ZOhES TQ OPERATE IN IDLING MODE. wPUr ouTPUr iNPUr ourPUr ALAPAS PROCRaMS THE SYSTEM OPERATOR SHALL BE ABLE TO EASILY �INIT�H �EIWEEN IDLING AND MELTING MODES. THESYSTEM SHALL MONITOR _ �TATUS OF ALL SYSTEM EQUIPMENT AND TEMPERpeTUP�ES Al" e4LL Z�NE i4t�D SY�IEM TEMPERATURE �ENiORS AS WELL AS THE OUTDOOR o � /�IR TEMPERATURE. THE SYSTEM SHAL� MONITQR AfVD REC�R� O�f�ALL EPJERGY CONSUMPTION (IN BTUS) BASED ON MAIN SNOWMELT � � � SYSTEM SUPPLY/RETURN WATER TEMPERATIJRE DIFFERENCE AIV� I'UMP I'� � OPERATIQN . THE SYSTEM SIALL MONITOR AND LOG THE �`� �� `�� y svsTeM aoiNT Z ° o LL � W � W & � � N Nores RUI�i TIME OF THE BOILER. � � . . . . . . . DESCRIPTION w ? w � ' o LL N ° m w Z ? w LL N r . . � � � � . . . . � � rc . o w -' . . � . .. . . � N a � w g � 16 z ¢ a W � � N N ai v p z �,�,,� � Q ¢ � . . . . � . � . � � � i . . . . . � U w Q K W 1- E O �' O > W ¢ O 1- � r (:1 � -� � p � F- (� Z � . � . = Q W N , � W � ? _ � 7 o F ` � o J o Z Q LL N o o g o A SNO ELT MOISTURE/TEMPERATURE SENSOR ( A � E�UIVs4LENTj SHALL 6E LOC�4TED IfV T}E SNOW MELTED AREA OF EACH � a a N a = � � � � W � W �a �, a Z Y m = a = o � = Z o = ZQPVE. WHEN TWO OR MORE SENSORS INDICATE TFiE �l1TSI �E AIR TEMPERATURE BELOYd 37'F (ADJ.) P�N► MOISTURE PRESENT� THE TYP. PER ZONE. � . . . . . � � � � z w � w = � a w � � ¢ Q � F g J O � a o ¢ � p � � ¢ w w Q � . . . . . . . � a � a � � � m � a � � N � �. N � a � N o ° W = LL = o N � � � °� S Y S T E l u 9 S H A L L O P E R A T E I N P R I MARY MELTING MOQE a4fV� THE SN �WMELT ��i�ITROLLER SHALL PROVIDE ! SIGNAL TO ENABLE SNOWMELT � CIRCULATION PUMPS P-2 AND THE ASSOCIATED Z�NE GO OL VAL SHALL OPEN . MAIIVTAIN SN01lV M[LT SUPPLY WATER x B-z eNne�e�oisae�e x x TE PER�4IURE AT SETPOINT OF 130� (ADJ. ) AND P, SLPi PE A RE �F 4�0� (ADJ) Y ENABLING T}E SNO ELT BOILER B-2 AND o X s-zsTnTUS x x x x x THE ASSOCIATED INJECTION PUMP P- 1 . PUW9PS API� 601LEE� SHALL �E (?FF' AND �ONTROL VALYE SHALI. BE CI.OSED WHEN A CALL FOR � � s-zn�a,RM x x x x �AELT IS NO LONGER PRESENT. � F�... . - J . . . . SMR TEMPERATURE X X X X X X : . . . . . � � � � � sMSTeMPerinruRe x x x x x x VUFiEf� TWO �R MORE SENSORS INDICATE THE OUTD �CIR AI� °fEMIPE9�ATURE BELOW 37°F (ADJ) BUT Nb hA01STURE PRESENT, SYSTEM �' � L� a a a-zsPeeo x x SHALL OPERATE IfV SECONDARY IDLING MODE AND 1°FiE SNO ELT C�NTROLLER SHALL PROVIDE A SIGNA TO ENABLE SNOWMELT � co P-z eNAe�eioisAS�e x x CIRCULATION PUMPS AND OPEN CONTROL VAL S. �41 1'A! NO ELl" �UPPLI` ATER TEP�IPERAIURE !T SETPOINT OF 110'F (ADJ. ) � P-zsrnrus x x x x x A�fVLl A SLAB TEMPERATURE OF 28F (ADJ) BY EI� ABLII�IG TFi� �idCa1AR� ELT' ��ILER �- 2 AhlD THE ASSOCIAfED INJECTION PUMP P- 1 . � � °�° � � � . � . � � � , �. � P-2 SPEED � X X � . . � . � � � . � � P-zeN,as�e�oisas�e x x M�INTAIN DIFFERENTIAL PRESSURE AT SETPOINT �Y �T°,4GIt�1 � �'1fV TNE S6V�YIfN1ELT CIRCULe4TI0N PUMPS INSEQUENCE AS WELL AS � ~ �' � � P-Z STAT�S x x x x x RAMPING UP AND DOWN THE PUMP�S VFDS. MAIhITAIN L��P PRESSl1RE iNITIALLY WITH LEAD PUMP ONL�. WHEN LEAD PUMP IS AT 90%'�. � � � � � ' - o HwRreMaew�ruRe x x x x x x ENERGIZE LAG PUMP AND CONTROL BOTH PUMPS IN lJN {��f�. WHEh! �4`�H VFDS ,49�2E AT 5Q% OR LESS, IE— ENERGIZE LAG PUMP. STAl1C �. � �° C°� o Hwsrer�PeRa,TUr� x x x x x x DIFFERENTIAL PRESSURE SEl't1NG TO BE BASED OP1 FEED6AC6C FRQi� TFiE �ALANCE CONTRACTOR. THIR � CIRC PUMP IS PROVIDED FOR � O � � N � � � � � � . . � . HWDIFFERENTIALPRE55. X X X X X � . � � � . . � � � � REDUNDANCY; ROTATE �EAD/LAG SEQUENCING EVEtdLY �ETINE�N �LL TNREE f'UM�S. � � � � �. CONTROLVALVE X X �q � . � � O � � � � � � � � � . OSA TEMPERATURE � X X X X POINT OCCURS MULTIP�E TIMES. � � � � � . � � � � � � a� s�asreMPeRnruRe x x x x PoiNTOCCUrzsMU�riP�enf�ea �RO�iIDE A MANUAL OVERRIDE SVNTCH WITH A SI7C F91�11 � (A�J.} `fI1�lE� Tf3 CYCLE THE SYSTEWI FQR ICE tLEARING. � (� � � � � � SLAB MOISTURE X X X X POINT OCCURS MULTIPLE TIMES. � � . � seNSORHeAreR x x x PROVIDE BQILER SHUTDO SIMTCH LOCATED i4T OILE EXIT' �� . SHl9 0 S TE SHALL :OMPLY WITH ASME— CDS- 1 . �eNeaa,� NOres DIVISION 23 CONTRACTOR SHALL PROVIDE 1NE SVIiITCI°I AM1I� �QLL RE�UIRE� GONTROL 1MRING. ALL WIRINt SHALL BE IN CONDUIT. A � CLEAR POLYCARBONATE HINGED COVER SHALL �E PR4VI �EQ T(? �RE�/EfVT ACCIDENTAL OPERAl1QN OF SNTCH. SWITCH SHALL HAVE O � � � � U � . - � � � � �� L THE ABOVE LIST DOES NOT NECESSARILY REPRESENT ALL POINTS REQUIRED FORTHE PRdJECt � � � � � . � � x ENGf�AVED NAMEPLATES T0 IDENTITY SWITCH A� ��OILEF� EiMER�EP�Cl( �Fil11��WiV"e DIVISION 23 CONTR�S CONTRACTOR SHALL � � � � j GOORDINATE WITH DIVISION 26 FOR SAFE SHUTDOIA� �F ��ILE�S. � � � � � . . . . . . . . . a � � � .. O � '� � � � � 0 � � �!1 OWil� E L � O I L E � LAf�llm F� I I� I ii� C� SC1-0 E MA� I C C!� �, `�? c� � e SCALE : NO SCA�E � � � .� � r� ,.t i s. � _ � � � � � � � � �� o � � 0 � � � CPNii°ARl° �Ql!! F'ME►VT � C��JT�2�LLER (T�°�a ) � o GENEI�l� !/� G�NT��LLER Q (TY�. } " C� ER1E AL � C� NTRCJL � N �TE � o W C� � DESCRIP110N: � LAN . . THE BUILDING CONTROL SYSTEM (�C�) �hIALL CONSIST �F AN ASHRAE STANDARD 134 �OMPLIANT (BACNET v (BY OTHERS) COMPATIBLE) FOR CONTROL OF FlVAC �e PLlJM �ING aYSTERAS tMTH ALL �TATUS FEED�AtK AND OCCUPANT / CONTROL AVAILABLE THROUGH THE WE� ICVTERFACE. MI �JOR COMPONENTS INCLUDWG TFE BOILERS AND ERV o - SHALL BE PROVIDED BY MANUFAGTU �ER WITH BCS �OMPATI �LE CONTROLLERS WITH ALl AVAILABLE W INFORMATION WITHIN COMMUNICATE� 1'� AND GR,4�HI �AL�Y REPRESENTED IN 7HE BCS. I � REMOTE ACCESS: . . o PROVIDE REMOTE ACCESS VIA WE� DASE(3 ��P�1'ERFA�E. REMOTE ACCESS SHALL HAVE, 1T A MINIMUM, THE � " " " FOLLOWING VARIOUS LEVELS OF �QNTR�L GAP�4BlL!°fY �ASEf� OP! CREfJENT1ALS PROVIDEI DURING LOG—IN: : � 1 FOFt CONSTRUCTION 06.;30.2010 � 1 . VIEW ONLY — NO ADJUSTRAERl1' �APA61 �I11E�. �f2�VIDE '�fIEW �NLY' REMOTE A�ESS LOCATION AND � CREDENTIALS TO ENGINEER P,N� �QMMISSIQNING AGEiVT UPON STARTUP OF SYSEM . CREDENTIALS ISS. # DESCRIPTION DATE ° BACNET PROVIDED TO ENGINEER �4N � C�MMI��iONIt�G AGENT SiiALL IJOT EXPIRE DURINGTHE PERIOD OF THE �-'- WEB WARRANTY. ARCHITECT'S PROJECT N0. : 21064.00 o SERVER 2. �CCUPANT �EVE� — SIMILAR LEVEL �F �ONTROL 1'�J THAT fIVAILA�LE VIA NOME AUTOMATION TOUCH SCREENS. � , . . . 3. TECHNICIAN LEVEL — FULL ��NTR �L, TROU�LESHOO11P1G, ADJUSTNIENT, AND PR(GRAMMING CAPABILITIES. % BCS SHALL UTI�IZE REMOTE ACCE�� T'� THE YVE� 1'� AUl'(7MATICALLY C�LIBRATE ITS I�TERNAL TIME—OF— YEAR -� CLOCK ON A MONTHLY �A51S V1� T}� THE QFFlCI�L VVORL� TIMEo � � GRAPHICS: � AS INDICATED IN THE POINTS LIST'�B ALL �� POIIVI'S SHALL �E REPRESENTED �Y GRAIHIC DISPLAY ON THE -�-, _ WEB BASED INTERFAGE. ITEMS SUCFi A� f'IIMPS, F�NS, COMTROL VALVES, AND DAMPER MOTORS SHALL BE �, i / ` � � �A�NET ��M � �17 � (T`�. � REPRESENTED BY ANIMATED GRAPHIC DISPLAYS. GRAPHICAL �LOOR PLANS SHALL INDI �ATE AIRSIDE ZONE � DESIGNAl1QNS AS WELL AS THEIP� Si�A�E °t�NiPERAlUhE 5ET!'OINI"a SPACE TEMPERATURI. BACKGROUND COLOR � OF ZONES SHALL BE CHANGED AS ��L��YSa ; I INTERNET � Sl1PERVISOR`( NETYVORK � � (BY OTHERS) �4tVT�ALLE� (T`fP. ) 1 . NONE — SPACE TEMPER�,111RE � THIhD 3'F OF SE7T'OINI°. � \� �� 2. RED — SPACE TEMPERATURE �REATER THAN �°F ��OVE SETPOWT. -a � � l, � NOTE: , 3. BLUE -SPACE TEMPERAIIlRE L�VdE� THAN , �'F �EL�Nd SETPfJIN7. o - - �, NEW DDC SYSTEM SHALL BE � � CAPABLE OF 1NTERFACING 1MTH ' GRAPHICAL FLOOR PLANS SHALL. AL�� INDB�ATE �E— CENTRALIZED EQUI�MENT BY LOCAION AND DESIGNATION . � EXISTING R�MOTE OPERATOR ANIMATED GRAPHICS ARE NOT REQlJIR�D ON THE �RAPHI �AL FLOOR PLAN SCREEN. A[DITIONAL INFORMATION ° WORKSTATIONS AND EXISTING DDC N FOR A GIVEN ZONE OR PIECE OF EQIJIPMEN7' SH�LL �E EASILY ACCESSED BY DOU �LE—�LICKING ITS � SYSTEMS IN OTHER FACILITIES. ;�' ASSOCIATED FLOOR PLAN GRAPHI�e � Q 0 � MECHANICAL N g EAUDIN CONTROLS � � � � � � � �IT � � � YSTENI � � � HITE � TIJRE BACNE �f � ANZE / .0 2 � SCALE : NONE Consulting Engineers, Inc. - � VaiL• (970) 949-6108 COPYRIGHT 2009 . �p Lake Tahoe: (530} 550-7334 p�pjg� No: 8828.01 / Denver. (303) 278-3820 (n , Fort Colli�s: (970) 221 -5691 Albuquerque: (5�5) 323-9070 I www.bece.com issu � � . . . . . . . . i61 TI N LI T" I I T Y 30LS L . . . . . p AF� - A�6QVE FINISHED CEILING Q REGESSED LIGHTING FIXTURE �° aIPVGLE RECEPTACLE �� ,� �� ' .. .. .....................................................................................................�_.__.._.._________._.______._.....____......_..._......._.........._................__._._...._........_...__.._._._____..._...._...._. . � • ± ; ....................................__ ..................__................._..............�...._.............._......_.............._.............._.......�.._......................................................._._._._._......_.._._._......._......._._..._.._..... .. . � E LE GTRI CAL S H E ET I N DE �C ......................_........._.......................�.____..._._.._......._...._.._._....._....__._.._........._........_........_................................................................, � � � ,4FF � A��dE FINISHED FLOOR Q} DIRECTIONAL/ADJUSTABLE RECESSED LIGHTING FIXTURE � QU�LEX f� E�EPI'�GLE ." ,�,��,,•�°'p,.pSA�'° do�� ____________________._._._..._.�..........................._................,......................_.........,..............................._.................._.....__.._._......._.�_.___..._._ ...........................................� .._.........�.......,..........................:......_.........._...._.._......._..........._.............._........_.._...__...._..........................................._......__._._.....__.......__....._......_.�___..._...._.... ( ..............................................................................................................�___.._.__.__.._.�.._..._._.....__._..............................................._..................._..........._...__....__ p4� Ca. , . ,. . . . � . • .r !ed' a� � d' m� . . - - �UPLEX RE EP'1'�CLE MOUNTED ABOVE COUNTER • ,4FG ��!/E FINISHED GRADE � SURFACE MQUNTED LIGHT �� . � '. ._............................................................................................................................................................................................................................................. .....,.... ,...........................................,.........,...............,.,....................................................._......_..._........_.............._................._.........................................._ ........................._.................,.....,...,..............._.....____..._._..�_.___.__...______..-�----�----._._.___.____.._.___..._._............................................................................... .............. .� m • _ � 4zx� � a � AHJ - AUTHORITY HAVING JURISDICTION PENDANT MOUNTED LIGHT � �(}U �LE DllI�LEX RECEPTAC�E • a � � : @ � � e . m . . ...... ............................�...__»____.._.___._...._..._.......__................................................__........................._ , a , , � � ......................................................._........_.._.............._._..............................................._............................................_..._..._......_.......__...�___._........_..._.__...._._.._ __...�......................_............................................................_................��.........._..__..._................,..........................._....._._.....__..._.._..____.._____..............�._. ..............._..............�......_.............................._......... . ... . � � � . s ., . � m � � . � . �q o o - � � , �F 9 _ o L4 � O O - AL - AL P� { GFCI DUPLEX F2ECEPTACLE e U INUM W�LL MOUNTED LIGHT e C� � � � � a 6 0 # TITL.E � \ � � • 0 6 . ` . . . .. .. . ..................................................................„.........�..„...��..�.�.....��...�....��.�..�..��..��......��..��....�.................................................................... 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P . m c�� AF' � �CCE�S POINT . �I �d�4LL MOUNTED UP-LIGHT �� e@a�eqOo-�� ........................................:.._................_................................_.._...__.........................._.................._......._.........................._............................._...........,......._ � DUPLEX �E�E�'1°/�CLE; HALF SWITCHED ��S��Na�„ �� ..................�.............,.�......._.........:..,............................................................._......._..._....._..........................................._......______..___..__..._._.....___._._.._,.............. .........................._................................,................_........................._......__.._.___...__...___.._.____._______....._....__..__......._. � .�................................................................... . � II �F , E000 ELECTRICAL COVER SHEET J AH(� - AMERICAN WIRE GAUGE � MONO� POINT LIGHIING FIXTtRE � I sOLP�1'ED GROUND �UPLEX RECEPT�4CLE ' . . . � E001 ELECTRICAL SCHE .__..____.�_....................................�.........,.........,......,.............:....................__.................._............__....._....__....__......_.__.__._...._...._.._._...,..�..__.....__._..�_..�..........�..,. ._......_........,.....�.......:.._....._........,.........,...................................._........................................_._...._�__.,._......_............................_..........._................................... • . . . . • � DULES ,/ .�._ ............................................................................................................................................................................................................................... E002 ELECTRICAL SITE PLAN �FG - �ELQ1N FINISH GRADE .� RE�ESSED STEP LIGHT � MUI.°f! -�UTLE°f PLUG STRIP ,/ ......................................................._._............__..........�..._..............................................:.................................................................._...._.,�..........__............._. .__.__....,..._....�..._..._..........__...._......_....._......................................_...................�............................._....................................................._...._.._....__....._............._ .........._......._..�...__............_.�............._......,.,,....................................._.__......_.__.�_..__._�_._________...__..._______.____..__.._.._......_............._................_.......................... BM s - �UILDING FAANAGEt�iENT SYSTEM � FLUOtdESCENT STRIP LIGHT � FLUSii FLA�R �tOUPJTED DUPLEX RECEPTACLE copyright 2010 , E100 ELE ....................................................._........:........._................._..__...._._.._....._.___.._..__._...___.__.....__..___..___.............._..�_,..._...,._..._..........__.�.........._...........,................. ..........._.._........................................................,.....................,..............................................._...__..___...._...................................................................._........ ............................................................................................................................................................................................................................................... CTRICAL FIRST FLOOR PLAN J � - C�NDUI1' YIIALL MOUNTED LINEAR FLUC�tESCENT LIGHT � FLU �FI FLOOR MOUNTELl DOUBLE DUPLEX RECEPTACLE . � 0 ..............................................................................................................................................................�.............._...._..._._......._.....__._.._._..,............................ ...............,....._._...............,.�....._.....................................................................�..........................................._........._.........._...................................................... .....................,._.._.__._..._._..._._.�._............._..................................__.._._..____._,.__.___.__.._..._________._._._..__.......___..__......._._............_...................................................... E OL �IGHIING FIRST FLOOR PLAN ,, 4240 Arch ite �tu re I nc . E100.01 ELECTRICAL B �ATe! - �l�PAPAUNITY (CABLE) ANTENNA TELEVISION SYSTEM RECE�SE� OR SURF�CE M)UNTEQ FLUORESCENT TROFFER � FLtJ ali FL��F2 MOUNTED DUPLEX RECEPTACLE; HALF SWITCHED ASEMENT �EVEL � ............._._..._........_................................................................................................�.._._...___.__.._._;___..�.__._.___._.___.__..__..___........._..._._._.._........_...�......_.......... ......._..........................._........_....._...................:..................._......................_._.�......................_....._.._._...............,......................................................._........,_.. ..................................................._.._�..._.................._............................................_......�_..._._._.__�___�_.._.._..._._...._._....................._....._....................._........_....._... ��TV - CLOSED CIRCUIT TE�EVISION � FIXTURE WITH EMERGER".Y BACKUP QR ON EM CIRCUIT FLl1 �Fi FL��R NIOIlNTED DUPLEX RECEPTACLE AND TELECOM OWNER TOWN OF VAIL . . _.. ......_...._......._....................................................................................................................................................................... ......................._..........._.....,..._.�......._.........,................,...........................�....................:....................,.........__........_........._........._.....................,................... .............,...............,.._._......._....._.._.................................._....._.._........_.._.__.._._..___.__._..._...____...___..__._.._...._...___......_...__....__.._.............,.......................................... E300 SW STAIR - LEVEL 1 ELECTRICAL PLAN J CKT - CIRCUIT ` � �EILI�IG MOUNTED EXIT SIGN W/ FACES & ARROWS AS SHOWN �l�aL� h� �lJNTED �PECIAL OUTLET AS NOTED DEPARTMENT OF PUBLIC WORKS ............................................�......................:.........................................._...._..................._.._.__.._._._____._._..____._.___.._.__........._..............._..__..._..................._..._,.._.. ._.......,....................................._.....__.._.._......._._....._._._..___.._...........................�.................._..__..---�-----......................................................._.___...._.........._.....__. ......................................._._,._..,..._..�......._................................................................._......._..._..__.___.____...._._._..._..__...._..._..,._......._................_..._..._.._......_.____.... 1309 ELKHORN DRIVE ' E400 ELECTRICAL DIAGRAMS ��ll - CENTRAL PROCESSING UNIT W�4L� MOUNTED EXIT SIGN W� FACES & ARROWS AS SHOWN SPE�IAL �llTLET AS NOTE� VAIL, CO 81632 ,/ ............................_.._..................................................._..............._........................................................................._.....�.._...................._....,...............__.�.......,. ._..........._......................._................�...:..............._..........._.............................�..................................,.._...._...._.._._.._.___._._._..._...___._..._.�..___._,._._.........._.._......... ............,...._.._.._._....,..___.._........_....._...................................................__._____._______._._._._.___...._.._.__.._._._..___.._..............__.................................................. ............. �T - CURRENT TRANSFORMER EMERGENCY LIGHTS � JUh1 �Ti �N �t�X t: 970.479.2158 ; ........................................................................................................................................................................................._..................................................... ..................,.......,...........:........................,........,...........,................................................................._.__.......____.._.___....____._............._......................................... .....................................................,............................................_._..._............................,.........,..........................................._...._._................................_..._...._. �ISR - �ARB�4GE DISPOSAL EX1'ERIOR P �LE MOUNT�D LIfHT (�-4 WALL M011N1�ED JUNGTION BOX ARGHITECT 4240 ARCHITECTURE INC , ..............................................._...._.._.........._.................._........................._..._........................__......._....._.................................................................._..,.....,... ..........,........,....:......, , ..................................................................................._................................._..._............_.........._.......................................................... ..................................................._...,........_......................_...........................................................:....._..............._.�. , , 3003 LARIMER STREET � ) � . . ...........................__._........_...................._ DENVER , CO 80205 ' DW - DISITYdASHER � E3{TERIOR P �ST BOLLARD 60UNTED LIGHT FLO�f� M�iJiVTED JUNCTION �OX ..................................................................._...._......................_..__.__....._..__.._....._..._...._..___........._......_....____.__.._....._..._..................................................,......... ...,.,...............................,.,...,.,...,.........................,....,..........,................................................._........_..._._.._.........._................................................................. .................._...........,...................._......,_..........,..........................�..............................................................._......._._.,._...._�...,.._......_...................._............._..... E� - EMERGENCY � �IViS1 ��1 15 EQUIPMENT POWER CONNECTION t: 303.292.3388 f: 303.292.3113 __..._...__�..........................................................................................................................................................................................�__..._,.._�_..�....._...._....._...�. �.........._......_....._...................................................................._..........._..........._._._........._..._....................................................._......_._.._....._..........................._ CIVIL ALPINE ENGINEERING INC. ............................................___..._.._.........................................................._........_....__.__....___.....__.__________.____...._._____._____._._________.........__._.._..._.....____......._......_.... , ISSUE LOG KEY: o EVUC - ELECIRIC WATER COOLER LIGF� TIRI � �C� �ITRC� L SYVIBOLS � �� E� �� T�� ENGINEER 34510U .S. 6UNITA9 .._.�......................................................................._............_._......................................................___._...__._....__......_._._......_............__....�_.....__.�.._......,.._...._._..._.... ......................._..,......_..._.........__._.._�._.....,__.._..............................................................................._........._.._._.____.._.__....._____.....__.___.._.._......._.__._._.____.._.._.._....... ' ' ISSUED AS PART OF A SET W N (E� - EXlSTING � �YVIT�H � FI� �E� �ISG�Nh1EGT EDWARDS, C081632 . • . NOT PART OF SET � � ....................................�................................................._........._............................................_.................................................................._........_..._.....,........_. ........�................................................:................................................................................................................................................................................... ................_........._....._____......._............._............_......._.................................................................................,.........._.:.................................._....._........_:..._....._ t: 97d.926.3373 f:970-926-3390 ' '*' ISSUED FOR INFORMAl10N ONLY ¢ �,° FA - FIRE ALARM � THREE- WAY SWITCH � tJON FllSE� DISCONNEGT SURVEYOR PEAK LAND C�NSIiLTINt� , INC. � ......................�........_....................................................._.................................................._..............._..........................,............................................�_...._...._. ........................................................................................,.........................................................._......................_.._._..._........................................................ ..........._....._.........................................�...,_.......__..._.._.........._._............._...............,............................................................_._....._.______�___.______.._._�__.__._.............. � C° FAGI�� FIRE ALARM CONTROL PANEL �� FOUR- WAY SVVIIIITCH � MQ7'�� 1'ARTER 1000 LIONSRIDGE �OOP ............................................................................................................................................................................................................................................... ...........................,......................................................._..................._................................................................._,.._......._...__... .. ...................._ ........._......_._........_............._�..._..........._,.._..........__........................................................................................................................._._....._._.._.__.._._._......._.......__ VAIL CO 81675 ...................... . � FE3f9 - FURNISHED BY OTHERS �► ��fJR J�4MB SWITCH � ENCLf3SE� �IRCIJII' �REAKER t: 970.476.8644 , , . . . . ............................................................................................................................................ ..... . . .. ............................................................ ... ..... . ..... ................................................................................................................................................................................................................................................ ........_._.._....__......._....._......_...._._..._..._............_.._..._.._..,..__......................_._....._.____..._..._........................................._........_..__...__._�___.__.__.._.___..__.._........_....,..... ..... , , ... �j � � � �/� L � � � � � ; �� GENERAL CONTRACTOR � KEY SWITCH � F'ULL �CiX STRUGTURAI. MARTIN/MARTIN, INC. ............................................................................................___..._..._............................................................_._....�..._................._._._..._.._..._... _..........._..........._....�._....._.._..._........_._....__...................._.........................................................._.._......._..........._._..__.;..._.__.____.__._.___..__...._...._...�...__......_..___....... ENGINEER 124 WE T LFAX AVE. .........................................................................................................._...._......................................._.....___.._____......_.._;................_._......._...__......._.....___...___.... .._..____.._.___,__.._._. 99 S CO GF9 - GRC�I� fdD FAULI' CIRCUIT INTERRUPTER �� ARIABLE SPEED SVdITCH � PUSFi �UTTCIN LAKEWOOD, C0 80215 ._.........................................................................................................................._.........................._.�.._..._._._...._._......._..._......_.__........._........_........._.___....__. .._......,.,_._..._...._.,.._...._._.__.___._..__...__._____.._._.____._.__._�.___.____.._._....._._................_.__....._...._._..................................,............._.__.___�_.__........._._._._.............._.......... 1 . THESE DRAWING NOTES ACCOMPANY THE PUBLISHED CONSTRUCTION DOCUMENT SPECIFICATIG� BOOK (PROJECT MANUAL). °� ................................._...`.�...�..........`....`..................._..,..............................................`...................."��.`.`...�."..�"`�.`.`."".."`...`..`.`."`.`.`..`."....."`.`........`.`....... t: 303.544.2750 GRQ - GR�UND � THERMAL OVERLOAD SYVITCH rc TIME �LOC{� ..:............_..........._.................................................,................._..._..............__...................._.__._..._...___.�_.______._._._.___.__._..._._.........._..__................,.......,....,_..._,..,_ �..........__._.....___._.__.._...____...__.__._.._,..____._......._..........._.._._._._......__..............................._.............................................................................................._..�......... ._......._.....,.............................�..�.�.�_....._.._.......�..............._......................................,................._.........._._......___..................__._..__._._._......_.._..........._............._._. D N ANZE N LTIN 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS ON ARCHITECTURAL DRAWINGS AND IN FIELC PRIOR TO COMMENGEMENT OF N/ORk, MEP BEAU I G CO SU G 1�4lN - IN �CCORDAtVCE WITH � DIM �IER � PF9 �T�-CELL ENGINEER ENGINEERS, INC. ................................................................................................................................................................................................................................................ .....__............_..........._.............._................._..._..._._........._....................._.........._._.............................................___._._._....___.�___..._....___..._................................... ...,...............................,.._...._.........................................................._......................................................................._._._......._.................................................... V EEK BLVD. ITE 2 2 3. EXAMINATION OF BIDDING DOCUMENTS. 110 E. BEA ER CR SU 0 IG �- INTERMEDIATE CROSS- CONNECT �� Th9REE- WAY DIMMER � TR�NSF�RMER AVON , CO 81620 . . . . . . . . . ... ... .. _... _ _ ... . . ._ . ........... .._ ; ..� _ . ... _..................................................................... ..... ... ... ................. ..... ..... . ... . . . . . . .. . . .. . . . . . . . ... . .................................................. .. .. .. . . ....... ......................................................................_...._._..,.____._�._.._.....____...__.._....___.___....__....._._.._.._._.__._____......._.........._,............_..........................,...�...,...,.. ..............,............,....._........_.........,...,..__...................._.,......................._.._......................................._.___.._..._......_....,................................ ......... ..... ....... _ A. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFUL�Y, AND NOT LATER TH1N SEVEN DAYS PRIOR TO THE DA�fE 0� IDF - INTERMEDIATE DISTRIBUTION FRAME ��6 LOW VOLTACE SWITCH C� I'ANEL�QARD OR LOADCENTER - t: 970.949.6108 RECEIPT OF BIDS SHALL MAKE W OR CORRECTION OF ANY DISCREP NC ES .................................................................................................................................._.........._.._.____....__....___.___._.._.._._...____._........_.._.._._....._._......._......,._.__........ ..............,......_.....�.__..._._.�.,_____.__..�.___._.._._...._._________....__.....__.__...................�._..........._..............................................._........................................................ ...........,..,...........,........._.._.........._...,...._..._.......__...................................................................._..................._._...._...._..._...____.___..._._._.__.._.._._...._....................._... , RITTEN REQUEST TO THE ARCHITECT FOR INTERPRETATI)N A I , AMBIGUITIES� INCONSISTENCIES, OR ERRORS THEREIN WHICH HE MAY DISCOVER. THE ARtHITECT WILL BE ISSUE ANY INTERPRETATIC3N 1G -° �SOLA�TED GROUND � YVALL OCCUPANCY SENSOR/;WITCH � C�IU�°AC7�R . . . . . ... ..........................................................._....................._...................._..._..._......... ................................,.. ... OR CORREC110N AS AN ADDENDUM . ONLY A WRITTEN INTERPRETATION OR CORREC110N 3Y ADDENDUM SHALL BE BINDING. NO ....�......................................................................................................................_...................................�...............--�--......................._..._._....._.................... ....._......_.._..._....................................__...._._..__........._...._...._.._..___...,.___._..........._..._........................................._..�.__._...._..._._._..............._.............._................... _...........................__............................. . .......... . . BIDDER SHALL RELY UPON INTERPRETATIONS OR CORRECTIONS GIVEN BY ANY OTHER MQHOD. IF DISCREPANCIES AMBIGUIIIES Of� ° INFR�RED �C SMALL ROOM OCCUPANCY SENSOR ELE�TFZI� MC1T'OR ia . . ... .............................................................................................................................................�.____._.____._.._.___._._�.__..._._.......__.......... ; . � . ........ .........................................................................................................................................................................................�.__.._....._....�.,......,..._....,_...._..._.. ....._._..,_....,..........._._._._..,.._.._..._._.._�._.__...._.�,.,_._,,..,_,,.�_.,_...,._..,.,_,_,,,....................,_.,.,....................................,,.,,,...,........,....,.....,.,.,,...,,,..,.,........._..._....,._.,._. .....,......,...,.,....,,.,....,.,..,. .. . �i INCONSISTENCIES, OR ERRORS ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECIIVE, CONTRACTOR SHALL INCLUDE IN HIS BID, LAN - L(7CAL AREA NETWORK o� LARGE ROOPA OCCUPANCY SfNSOR � ME7ER LABOR MATERIAL.S AND METHODS OF CONSTRUCTION RESULIING IN HIGH R COST. AFTEf AWARD OF CONIRACT NO ALLOWANCE OR ....................................................................._..._..__....._...._......._...__...._._._........._._....._..........._._....._........_.._.._..........._.................:................................,......,. ......,_..,..,............__...........................................,........._......,..........................._.:......................................................................................._..._......._...,.,._.......,_. ........ ........._........................,..,..,...,.......,______....._.__........_...........:..............................................................................._..._�._....__�____..__.__.___..._..._._........__......... , E EXTRA COMPENSATION WILL BE MADE ON BEHALF OF THE CONTRACTOR DUE TO HIS FAIWRE TO MAKE THE WRITTEN REQUESTS AS �lpF � h�AIN DISTRIBUTION FRAME �� CORRIDOR OCCUPANCY SEN57R � 1�IER� ��TA1° � DESCRIBEDABOVE. ......................................................._................................................_......_....._............._............;...___..._...._.__....._...._..._.............._..__._.....__.__......_............._.,..,.. ._....._..._._._.,_..._.._,...____........._._.__....._.___�..__.__..__.__�_..._...._______.______.___.._............,._____.._._.___._..........._._.............,.........................................._..._..._......_............... �........».....................,.........__,.._....._._.............._...:......._......................,,_....,__..............................................._............._._..._._._.....__.._.....__..._..__.____.._._............... NIC - NPJT IN CONTRACT DL DAYLIu"HT PHOTO SENSOR ATS AUTOMAII � TRANSFER SWITCH � .__.__..__�____________________________________________________________________________.....................................�,........................................_....._._..__..__.._....,._.......__,_._.__.___..__...«_....._....�__ ._...._........._......_..,.__.__......._......._......�._:..___...__......V......._._..._..V....._._..._._�....._...___.._..._..._.�,........_._.._._._____.___________________.______._._____._..._._....................._... ._....._._.__�.____�_._�___�_.,�_._._.�.«.�........,.....,................_.._.......____....____._______�________________.________________..___._____.____._______..____...._..._..._._..........................:......................... � B. FAILURE TO REQUEST CLARIFICATION DURING THE BID PERIOD OF ANY INADEQUACY, OMI �ION, OR CONFUCT WILL NOT RELIEVE THE � CONTRACTOR OF THEIR RESPONSIBILIIIES. THE SIGNING OF THE CONTRACT WILL BE COr61DERED AS IMPUCITLY DENOTING THAT THE IdL - tJIGHT LIGHT �. �lRClill' HOMERUN � CONIRACTOR HAS A THOROUGH COMPREHENSION �F TFiE FULL INTENT AND SCOPE OF liE WORKING DRAIMNGS AND SPECIF9CA110NSa .�_____________________________________�__._._._____..._.._...,._........................................................_........................._._._...........____.....__.__________.___________.._�________._�_.__�.__.«..,.__._._._. ......._..._....._..._..__�_�__,_____._..______._._._....._._.................._....._.....____....___.__._____.._____._______.__._____.._______________________.___.______.__.___..__......_................................................. '� N1'S - PlOT TO SCALE CONDIlIT RIJN � � � X ............. .........�_.._..__..__..____...___.________________._______________;____.__.____.___.__------�---_.____..._.._........................ � X ___________________�____._._�. .__.___._�..__...�.._..___.......�.........................._..........._................._.........._....__....._......______.__..__.____.____.____________________.._._____..__.___.__«_._.__._.�..._.___�. .............�.........__.�_�..________�____�.�___�.__...._�............................ . � � 4. VISIT SITE PRIOR TO BID AND VERIFY THAT CONDITIONS ARE A�S INDICATED. CONIRACTOR SiALL INCLUDE IN HIS �ID COSTS REQUIRE� F+q - PU �UG ADDRESS � C� N{ MIJIVICRTIOI\I �YfVIEOLS - - - �C�ND�l11' RIJN BELOYV GRADE � p� � c� TO MAKE HIS WORK MEET EXISIING CONDITIONS. ....................�..___._____..._.__.___._.,.__._._...__._____.___________________________________________________.______________.__________....__._.._____.____......._.;..................._.,..._..............�.�...._._......_. ._�_««_._...__�__...�_..._.._.............,........_..«_.._«___.._._�_____�._________.______�___...._..._...._..._....._..._.........................................................._...........................:..._.__........... � � J o � e �C Qf4 CENTER 1'ELEPHONE W�ILL �UTLET �O �ONDllll' l4P � v W 5. 11-IESE PLANS DO NOT INCLUDE CERTAIN MAJOR SYSTEMS WHI H MUST �E FOUND IN THE V�RK OF OTHER CONSULTANTS. ..___�________________________________________________________________________......._._..._._..........................._.........__.............._.............._.__.._.__.__ .____..._______._._._...__..._..__.._..__....._........ ..__............_._�._.....__.._._._...._.___.._._.__._.._._.....___._..__._._.__._____._._:.....�......__�_.._.._____..______._.............................._.......___.._.__..____.._.___.________...__..__.___._.__.___.__._.___�._.. ,..........�....._____....._._.___._._._�_.__...._.._....................._............._,__.________.___�___._____�__________________.__________.____________________,__.___._...__._.___.__.___.____.....___._._._..._.._...______....... � � a � C RE� - REFRIGERATOR L.LvI Z � � � � OQUBLE TELEPHONE WALL OJTLET � COIVDUIT D�V�V � ....................._.......,._.__..._.____....____,_____.__..__________..__.____________________._.___._____.___...__________._________.____.___________.____......._,.�__...�_,.._...._.._......�................�.�............�... ......._......,.......�..........._..........................._................._........._....................._._...................._.____..______.______...._.._.___.__...._.._........�.__.................................... 1.1„1 � �- 6. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITFi 11-IE ARCHIIECT AND GC FOR SPECIAC DEVICE LOCATIONS LOCATED IN .._.__,_._�_._«_�__�w.................................w_....__.._,._______.___._____..__�_.___--____.._-----_._..._...._.._..,_......_......._......_.._...._........................._.._......._............................... " CABINETRY. CUSTOM MI �LWORK. ETC. . Tf� o TELEVISION TERMINAL BOARD � TELEPNONE FLOOR OUTLEI' � SVitIT�F6 � � �' J � ......................�.._..�_._._...__.__�._________________._.____.______________.______,___._.______.._...._.____.___._.__._..._.__.._.....___.....__........�;._�......�.................................�............,,....._....,. .............................................................................................................,........._......................_......._._.._.______�_.__.._�__.____._._.......__.____._�.__.._.....__.__........:....._... ..._._......_�_.�,___.�._._.___._._______._........._......................_..........._.__.__.________._�_�.._�___.__.�.__.__�__.___.__.�___.____________________.______...___...._,__�___.__.__._.___._...___._______.._._._________._.__ � � � � T _ H � I T THERMAL ��lERLOA� SWITCH T1l�S 1�AI� S EN VOLTAGE SURGE SUPPRESSOR DATA WALL OU1LE1" I 7. THE CONTRACTOR SHALL PRQVIDE TEMPORARY LIGHTING, POWER, AND WIRING FOR THE USE �F ALL TRADES FOR THE ENTIRE PERIOD C1F � S , � '� _._........................................__.............._.._..___..__�.______.__.________________________�____._.___________________________________________________________..___�______._._.._,._�_._� __«_�_.__�_._.....__...._ _.« , � ___ ,_ �___� __. _ . _ � ___ �_ _ ___ __ �_� _ < < _ _ . _. _ _ _ .__ _ _____ ..________.____._�__._..__..__.__. _........................................... ..._..�_�_�___„_«._..._._�_....___.._....�...�...�........�...�.......__�.___.__�___�_______�._.�._.._.,_._.__..._._._..._.__.._._...................._.__............ ..�.�.._._.............................._............. � ' CONSTRUC110N AND SHALL REMOVE ALL TEMPORARY WIRING AT THE COMPLE110N OF CONST,UC110N. � � "� � �� " � ` � � ��" � �� " �� - o iJG - UNDERGROUND � DA,TA lA►ALL OUTLET g �lARI ��E �PEEd SWITCH � � � �, � .- _«_____________�.__._._�__..___._____.___._.,____._.._...___........__....._._.........................._.........._............_...._...._.._...�...�...______.___.._____.._._____.._.____...________..._._�..__.___...__..._�_�. ._..______.______________._____________._____.._________________._____._____�___.____..______�__..__.�_.__.._._____._._.._..__.._.._..__.....�.�..............._......._......_..___..._.._....__._.___.�._..._�_...�_.____._._..�. «._..__.�_...........................�.�.._._..�___�______�__..__�_._.__-----�-------........_........................................_...._.................................._._.__...._._......_................._.................._.� '� ° 8. REVIEW ARCHITECTURAL, STRUCTURAL, MECHANICAL AND OTHER DRAWINGS PRIOR TO BID. ' � � � � � 11N� � UNLESS NOTED OTHERWISE � [� AT� FLOQR OUTLET � 6CEY �YVI°fCH � � .._.__._._�..............�._�.__.�._.._.__.__�_____.________«_____________«________.___._____........_._._._._._..___.._._.___....__.._____...................._.......__......_.........._._.......,....._,...........,.......,......, ......_.._........_........,............._.........._..__....._..._.._........____.__.._...._._..._...._._._.....___._._.........._............................�.._..___._.._....___..____.__________.�.�_.,._.__.____.___.__._.__�.�_. ................,.................___...___._.____.._.____.._........_...:................................._..._....._v__..�...._..____._._.____.__________.____.,__.__�.._..______._.__._.___.._..______.._________«_.____.____._________._ � � � - ° 9. VERIFY EXACT LOCATION OF EQUIPMENT TO BE FURNISHED �Y OTHERS PRIOR 1'a ROUGH IN. V - V�LI' � �OM�Q PHQNE/DATA OUTLE' � {,�,� O � � r� � �__,�,__�_,_.,,�....................�,......,...............................�..................�........._..�_......._._.....___...__.._.,<,_______..__�_._____.,_..�____,____._______________,__.,_..._.___�,__._____,,.._...._.__�_. .__,.__...__.___�.,_...__.,.________,________._.______.___.�____�__..__._______.....,.,,_._�_�.�_.._._.�._.,_._.._....._._,_.__.__..._...._.__.._..._....�.......................................................................... ._.____.__.u_.__�_...,_�__..._....................,...�._._,____«________,_.___�_____�______,______._.,_.._...._..............................,..........................................�..,.........,........:..,......................... � , � 10. WORK� MATERIALS, AND EQUIPMENT SHALL CQNFORM TO THE LATEST EDITIONS OF LOCAL, S'ATE AND NATIONAL CODES AND ORDINAN�E�. � ° �� , � DOId�LE CQMBO PHONE/DAT� OUTLET QNE - LII\IE DIAG � M SYIVIB � LS � � � .�..... �..�...�..�m.�...�..m......... ......................m..........n........,.,.m.a..mm...............�.n...�n...........,....�.........m.R� � � .__�_.�___.__._.«_�_�_.__�.._.�_�____�__.�______________«______________._________._.._....__..._..__....._............._._._........_.........._....,........�._......__.....�............_�,._._._..._,_..�....._,....�.�... ...___«__.._�___.._._.._._______..__...__._.____..__.______.___.__._________._.,_.___________.�__________.__.__..____________..._....................._...._.._.,.._......_.______________.___________._...___...««.�__«. .�..m....�.........�..R...�... , n � - � V�OAN - � �E AREA NETWQRK Gt2M6(3 PHONE DATA FLOOR OUTLET - � DISC4NNEC1' SHlITGH � � � C,.� 1T. PR�VIDE PERMITS AND INSPECTIONS REQUIRED. l � � � .___.�________________________�_......_..._..._...._........._.........................,....�.._.._...____.._.._...___..___._...�._______.._________�_.___�_____._______�_.._______��_�__.___u____.._______....__..__�.«. __.____...__.._.__.____._._____________..__._.__.__�_____..___.__.___....______..__..,___�______..___...__...,._......._......__---____.._......__.._.�._.......................�............_.......�..._...._._:..._..__ ______.______...._._____..._._........._..........__._.____.___._________._____,.._____________________._._.__...._._..._.................._.._......�........................................_.,_.......,...........:.............. ' � � VJLAN ° 1NfRELESS L�CAL AREA NETWORK �F� V�ICEfDAT,4/FIBER DUTLEI' Fl1SE G� � � ^ 12. COORDINAIE EXACT LOCATION OF LUMINAIRES WITH REFLEGIED CEILING PLAN PRIOR TO ROU�H IN. ................_...__........_....._..._..__....._..__..___....___.._...__.�.___�_________.__________._�_________�__�____________________.._.__._____.._____.............___........_.._.._........_....._...._.._................ ................._.._......................�.�._....�..............._......_.........�......................__.....................__....____________.___________________._______._____._______.__..__._........�.._._._....., �.........�_._«<_�,�_�___.___�___�__�_...__.._._...._.......................�..._,.v_..___�____._.__________..____________..,....__.---__.._�._________._____________.__._._..___._.�_._..�__________�___.._____.____________________. i�l � � X _ � 1� - iNEATHER PROOF p0� � POlNT OF SALE (POS� OUTL'iT � �I�CUIT BR�a0.KER � LJ� I� � � , ..�.__..................................................................._.............._...._._..__...__.�..__._.�.____.______._..._.:_______�____�.______.___._____.______________________._________...__._.......__.._.._�. _.__.____.....__._____.__._..._._._._____._.___.___�______._____..__._____.___.___.._.,_.___.,,_.._.._,..�_.__.__.........._�.�__..__..._.__._______................_..�..............._......................._..._......._.... ___.____�_,�___.�...�._............,........,........._..._.._.________�___________________.______________.._...............................................................................................__............................... � � 13. E.C. TQ PROVIDE REMOTE TRANSFORMER(S) AS REQUIRED �Y LOAD. E.C. TO PROVIDE LOW-VOLTAGE FEEDS TO LIGHTING L�ADS A� � � � DETERMINED BY QUANTITY AND WATTAGE. E.C. SHAL� COORDINATE EXACT LOC/�TIONS OF AL TRANSFORMERS AND ACCESS PANELa �"�l �i XF' - EXPLO�ION PROOF �� AUT'OIJrATED TELLER MACHIN: (ATM} STAl10N � �IJRRENI" TREiNSFfJRMER � � � I..� �__ � ._. �_ __ __ _ _ _ _ _ ..__,_,_�_.___�..............................................................�___________________________._._.......__..._............_._........_.............:.....................................:.........�......................... Z ` � . . .. . . . .... . ............�... ...................................._..........__._.__.�_.._._.__._..._.__._..._...___.._...._________�.______�__�_._.�____._�___�__________.___.______.___._._____.__,...._.____._ _.._________._u_._._.__.____.___..__._.___._________.___,..___.____�__.___.____._____,__...._._....___.__._�_..__.,......,....._....._______....___.._................................................... ...........,......... .._.... � ARCHITECT PRIOR TO ROUGH IN. + 1 �°' - N60UfVTING HEIGHT TO CENTERLINE OF Pl1 �LIC PAYPHONE OUTLET pP�' °°�� Pf�TENTIAL TR �0.NSFORMER � '� � � � .............._...................._.............__._..._.__...____._.______..___._____�.___.._.__._.___.___._.__._____.___._.______�__�_._________._�.___________....._.__...._....._........__.,......_�..�..._._� .._.........,.....,__..............� .......__...,...........,_............._..........:..................__......................_.._._._.._�.�.__.____.._.._.......__..�..._:............_..,.....................,.... _ ____________________________________________.__._._...__ __________;_______.__.___..____.___.._.__..._.._...._.__....___._ m 14. CONVENTIONAL/STANDARD SWITCH �OCATIONS FOR EXHAUST FANS� DISPOSALS, GENERAL LIC�iT1NG, FIREPLACE IGNITiON, ETC. SHALL �E pEi/ICE AB4VE FIMISN FLOOR � � ELE1l,QTOR PHONE OUTLET """�"`�� ` M`.`..�.`�9ETER .....`...�N`...�...`.M`�.�. µ` � � � � COORDINATEDWITH ARCHITECT PRIOR TO ROUGH IN . _______�_._�_�_,_._�._�_�___.__�_�______________�______.._..____.___..____..._.___....................._................_...._...�..................._..._.....�.._..._.___..__..__._.___«...,..__.._.__.__..._.,�...ti. ......._.__.___�__.____._.._.._._.___.._______..____________.__:___.___________________________.__._.___._._____________._.______._........................................__._.._.�_.._.__....____�_«_..___......__.__._�_�.�. ._.._..,...............,............,_�___�._«_._,�_______�._�_....__________._.______.........................,................................._..._....._.........,.....,............._......_.__.__.__..__..._....____..__......... � � P�WER/TELECOM POLE �f VOL°�- METER � � g� ° � .........._._..............................................................�._..___...____....___._.__._..._._.._.___._.__.............................._......._____...�_.______..____.____..________«._.___...___._.._.__..__._�.__. .................._...._..._.__._._._.._�..____.__________.______:_.__.._.._..............................._......_......................_....._____.__.._.._________...___.___._.___._.«_._...�._«_._..__..___________.__________._____ . 15. COORDINATE EXACT DEVICE LOCATIONS WITH ARCHITECTURAL INTERIOR ELEVATIONS. � � P; lAMP- METER O t� g� � � 16. SWITCHES, RECEPTACLES, AND OTHER DEVICES SHALL BE HUBBELL� LEVITON, PASS & SEYtaINR OR APPROVED EQUIVALENT, _._..�........................................«_�_.�_______.�__.___._____._.__----�------_..._...........................,........................._.....__.......,.�,..................._...._._..._.__......_._......_.._...__.,..__.._. � : SPECIFICAl10N GRADE UNLESS OTHERWISE INDICATED. �S StJf��E �U !'PRESSION DEVICE � _ � " � _...................__.___,_____._.___.__w___.._.�_......_................................._..._....._.___w __________________________..__.____.__....__�_._�_�_._;_______�.________.._______ � 17. ELECTRICAL DEVICES PROJECTING FROM WAL�S WITH THEIR LEADING EDGES BETWEEN 27° AW 80" AFF SHALL PROIRUDE NO M�RE TI-6AN ` SELE�T�R ` SWITCH , � . . ... ... ... ............__.__. . . ,... _. .________.__..__..____.____._._.__._._...._.____________.____._____________.______._ °0 4' INTO WALKS OR CORRIDORS. ALL ELECTRICAL DEVICES SHALL MEET ADA REQUIREMENTS. ELECTRICAL AND COMMUNICATIONS � �R�UND FAULT PROTECTION �1 ......... .. ...........� . ..._.._ _.._..._. � . �___.____________________._________.__.....__��..�...�__...._.__ ..._..... o SYSTEMS RECEPTACLES ON WALLS SHALL BE 15" MINIMUM AFF TO BOTTOM OF COVERPLATE, °° ��°�°°°°°°..°..°.°°°°. ... . .° .. °"°°.°°�°°°°°'�.°°°'° .." ' o � S SHUNT 1'RI� N 18. ALL 120V BRANCH CIRCUITS SHALL BE 3- WIRE (PHASE, iVEUTRAL, GROUND). .�._.�_._._«<_�.___.__._�_. .�............................._..............._...._..______,_______________________..___..___._ ...._._..;____________________ ._._..___...__...___...___...._..._...........M � � (d (�RMALLl° OPEN COIVTACT ...�......,�.___«_._.____«..........:..............................................�...__._________._..__.__�.____.__,_..__..__..._._._.___.._.._.�__...____.____________________...___....._.........._._...�.. ......... � 19. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL PROVISIONS TO APPLIANCES, THIS IS TO INCLUDE, BUT NOT LIPAITE� T� ALLY CL05ED CONTACT � OVERCURRENT PROTECTION � DISCONNECIING MEANS AND APPLIANCE CORDS (PIGTAILS) WHEf� NECESSARY. e ......................................«_�___._____.___....._._..__._._._............._..............................................�...........________.__.__.._.__._..._._...____._.___._,_._..«.�.__.___.__.___________.___________._.. , Q PROVIDE ADD ALTERNATE PRICE F0� A GRID TIE� �OLAR I�H �JTOVQTAIC POWER � �R�UND � 20. MC CABLE SHALL BE PERMI7'fED FOR BRANCH CIRCUITS AS ALLOWED PER NEC 2008 AND CIRENT TOWN 4F VAIL AMENDMENTS. USE Q� SYSTEM. PHOTOVOLTAIC SYSTEPA SHALL �E A � KILf3M/ATf ROOF MOUNTED """"`�"�"�""�"�"�""��"`��`��"""��""��""�""""""`�'""`"��"��"��"��"��`��'�� w MC CABLE SHALL COMPLY WITH REQUIREMENTS AND LIMITAl10NS DESCRI�ED BY NEC 2008. SYSTEM. PROVIDE PRICING TO PR�VIDE, IhDS7ALL �N � TEST �l COMPLETE AND � C4LD W4�TER �ROUND CONNECTION ........................�.__»�.«<_____�_.____.___.____._..._.__._..__..__._...._._............................_......................... .......................___.._.___._._._..._.___._________.______.___.___.: � OPERABLE, CODE COMPLIANT SY�TEM {fU�LUDING �UT IVOT LIMITED T0: QUILDING �TEEL GROUND CONNECTION m 21 . NUMBERED CIRCUITS AND RACEWAY ROUIINGS ARE FOR CONVENIENCE OF DESIGN ONLY. ACIUAL FIELD CONDITIONS iMLL VARY. PH�TOVOLTAIC MODULES, ROOF w10UNllhlf� �RACKETa, P0�lER INVERIER, ............................................�_________�.______.___.__.____._..__._...__.._................................................._.._._._...._.._..._....::..___...,._.,.___.,.._.____._____.;;_�_«__�.«_�.__:_______________�____. '� INDICATE THE CIRCUIT NUMBER USED ON THE "AS BUILT" DRAWINGS AND PANEL DIRECTORIE�. DISCONNECTS, METERING EQUI �RAENT$ AN� lALL NECESSARY CABLING. REFER 1'0 � v ELECTRICAL SHEETS E101 AND E4C?� F�R FURTFiER I �lFORPAA110N . � 22. VERIFY EXACT LOCATIONS OF EXISTING AND NEW UNDERGROUND UTILITIES, PIPING. AND RAGIWAY SYSTEMS PRIOR TO 1RENCHING. SI `fE ' o PLAN DOES NOT INDICATE ALL UG U11UTY LINES, RE: CIVIL DRAWINGS FOR ADDITIONAL INFO;MATION. PROVIDE NECESSARY 11�EtdCHlPVG, wl BACKFILL. EXCAVATION , SUPPORTS, SERVICE FEEDERS (CONDUIT AND/OR 1MRE), PULLBOXES, TRANSFORMER PADS. SAWCUTIIIVG AND � PATCHING, CONCRETE/PAVING, ETC. REQUIRED. BACKFILL TRENCHES TO 90 PERCENT COMPICTION AND PATCH TO MATCH EXISTING. o CONTRACTOR SHAL� OBTAIN AND VERIFY EXACT U1ILITY COMPANY DRAWINGS AND REQUIREIuENTS. � �, 23. FINAL CONNEC110NS TO EQUIPMENT SHA�L BE IN ACCORDANCE WITI-I MANUFACTIJRER'S APPI�VED WIRING DIAGRAM�, DETAILS9 /�NLI 1 FOR CONSTRUCTION 06.30.2010 � - INSTRUCTIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS APD EQUIPMENT COMPATI6LE WITH EQUIPI�ENT � ACTUALLY SUPPLIED. ISS. # DESCRIPTION DATE 0 � 24. ALL EMPTY RACEWAY SYSTEMS SHAI.L HAVE A NYLON PULL STRING, AND SHALL BE IDENIIFED AT ALL JUNCTION , PllLL AND TERMINATI01� ARCHITECT'S PROJECT N0. : 21 OC4 .00 POINTS, USING PERMANENT METALLIC TAGS. TAG SHALL INDICATE INTENDED USE OF CONDUT, ORIGINATION , AND TERMINAl1QN POINTS OF o EACH INDIVIDUAL CONDUIT. � � 25. SYSTEMS SHALL BE TESTED FOR PROPER OPERAl10N. IF TESTS SHOW THAT 1NORK IS DEFEITIVE, CONTRACTOR SHALL MAKE � CORRECTIONS NECESSARY AT NO COST TO OWNER. / . � �° 26. SEE MECHANICAL DRAWINGS AND COORDINATE WITH MECHANICAL CONTRAGTOR FOR LOCATI01 OF MECHANICAL EQUIPMENT. PROViDE � SERVICE T0, AND CONNECT EQUIPMENT AS RE4UIRED. a; 27. WHERE PANELS ARE INSTALLED FLUSH WITH WALLS� EMPTY GONDUITS SHALL 8E EXTENDED iROM THE PANEL TO �,N ,4GCESSIBLE SPACE � ABOVE QR BELOW. A MINIMUM OF ONE 3/4"C SHALL BE INSTALLED FOR EVERY THREE SIN�E POLE SPARE CIRCUIT �REAKERS OR c� SPACES, OR FRAC110N 11-IEREOF, 8UT NOT LESS THAN TWO CONDUITS. � '� 28. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING EQUIPMENT WHICH IS DAPAAGED DUE 1� INCORRECT FIELD VJIRIFdG PROVIDED UtdDER � THIS SECTION. OR FACTORY WIRING IN EQUIPMENT PROVIDED UNDER THIS SEGTION . ANY ITF�IS DAMAGED BY THE CONTRACTOR SHALL �E � REPLACED BY THE CONTRACTOR AT NO COST TO OWNER. � 29. THE ELECTRICAL CONTRACTOR SHALL BALANCE LOADS EVENLY BETWEEN PHASES. a� � ' � 30. PROVIDE 36� CLEARANCE, LATERALLY� BETWEEN GAS METER & EI.ECTRICAL EQUIPMENT. � 0 � � ° 0 _ � ELECTRICA� � � � EAUDIN COVER SHEET � �j ANZE � � - �, ° Consulting Engineers, Inc. � VaiL• (970) 949-6108 COPYRIGHT 2009 ° � _ m Lake Tahoe: (530) 550-7334 p�pj� N0: 8828.01 ,/ Denver. (303) 278-3820 - Uj Fort Collins: (970) 221 -5691 Albuquerque: (505) 323-9070 � www.bece.com i � � i i . . . � . . _ VOLT / HP / SAFETY LAMPS SPECIFIC � O� Lf� . MARK DESCRIPTION FLA MCA FEEDER CIRCUIT SPECIFIC NOTES TYPE DESCRIPTION MOUNTING IRIPl31" 1NAT1'S VOLl' MANU�ACTURER CATALOG NUMBER • �.� �`,,� . NOTES . � .ama,omoeaA.d�m cS' PHASE WATTS SWITCH QTY TYP� ,,�, . �� e � • � m . � . . � . . . . . � . . . . � � �� .eotat°.� . �9-" 9e � . . � . 6d cs HIGH PRESSURE SODIUM FULL-CUTOFF WALLPACK DARK � B-1 BOILER 120/1 10 2-#12, #12 GRD. P2-8 p' BRON�E FINISH SURFACE 1 35W NPS 49 12Q RUUD MGWCOS03 1 . 6' 1�r-'" �" °0 . 2 . / w : a " B-2 BOILER 208/3 �20 30l3 4-#10, #1Q GRD. P2-10, 12, 14 VANDAL RESBSI"ANT 2' FLUORESCENT SLBGHTING FIXTUR: • � Q`°s � � ° � ' ,� ` � SURFACE 2 17W T8 31 120 EXCELINE PVN02176K2YP °s � ' 9°6g ��° . WITH BRQNZE FIN15H AfVR COLD WEATHER BALLAST ' �.�° ��''<a«ao.m �+a�°°°a� t-�� • � CUH-1 CABINET UNIT HEATER 120/1 0.8 2-#12, #12 GRD. P2-19 ' , �`S5°t�} � ,�� -�� ' D 5" LED CABL.E MdUR1TED CYLINDER FIXTURE , BLACK FINI,; PENDANT LED W/ FIXT 2Q 12Q LIGHTOLIER C4L10C 35K CL 1 C4CC (2) ' • . ��• ' . CUH-2 CABINET UNIT HEATER 120/1 4. 8 2-#12 , #12 GRD. P2-19 � ' ' 5" LED CABLE MOUiVTED CYLINdER FIXTURE WITH 5 (2) (3) EF-1 EXHAUST FAN 120/1 100 W 2-#12 , #12 GRD. P2-19 �E EMERGENCY BACKUP ARID BLACK FINISH PENDANT LED W/ FIXT 20 12Q LIGHTQLIER C4L10C 35K CL 1 C4CC Copyright 2010 EF-2 EXHAUST FAN 120/1 100 W 2-#12 , #12 GRD. P2-40 G PARKlNG GARAGE LfGHTWG FIXTURE TO MATCH EXISTIN� PENDANT 1 100�V HPS1 125 12Q KIM PG� OOH �!' L4O ArCI I ( IGCIU rP I I1C . EF-3 EXHAUST FAN 120/1 314 HP 2-#10, #10 GRD. P2-21 OWNER TOWN OF VAIL R LED RECESSED DOWNUGHT RECESSED LED W/ FIXT 20 120 LIGHTO�IER C4L 10D� 35K C�W pEPARTMENT OF PUBLIC WORKS GF-1 G�YCOL FEEDER 120/1 50 W 2-#12, #12 GRD. P2-2 ( 1 ) 1309 ELKHORN DRIVE VAIL, CO 81632 RE LED RECESSED QQWNLIGHT Wll'H EMERGENCY BACKUP RECESSED LED W! FIXT 2Q 120 LIGHTOLIER � C4L 10DL 35K CLW (3} t: 970.479.2158 GF-2 GLYCOL FEEDER 120/1 50 W 2-#12, #12 GRD. P2-2 ( 1 ) �.- ARCHITECT 4240 ARCHITECTURE ING HRV-1 FEAT RECOVERY UNIT 120/1 9.5 2-#12, #12 GRD. P2_17 S1 2' F�UORESCENT STRIP LlGHT SURFACE 2 17W T8 37 12Q LIGHTO�IER SW 2 S 2 17 HPF 120 3003 LARIMER STREET DENVER, CO $0205 t: 303.292.3388 f: 303.292.3113 P-1 PUMP 208/3 1 .5 HP 30/3 3-#12 , #12 GRd. P2-16, 18 ,20 S2 4' FLUORESCENT STRIP LIGHT SURFACE 2 32W T8 61 120 LIGHTOLIER SW 2 S 2 32 HPF 120 CIVIL ALPINE ENGINEERING INC. P2-22,24,26 ENGINEER 34510 U .S : 6 UNITA9 P-2 PUMP 20813 1 .5 HP 30/3 3-#1d, #1Q GRD. P2_2g 30,32 EDWARDS, CO 81632 T I�ED RECESSED WALL WASH LIGHT RECESSED LED W/ FIXT 20 120 LIGHTOLIER C6L1520 LW 35K CLW t: 970.926.3373 f:970-926-3390 - P-3 PUMP 120l1 200 W 2-#12; #12 GRD. P2-34 � SURVEYQR PEAK LAND CONSUL.TING , INC. V �WEAR FLUOR�SCENT VANITY LIGHT WITH EMERGENCY SURFACE 1 54W T5 HO 62 � 20 ARGHITECTURAL W�P�V 4' FSO R STD 120 WD AL EM 1000 LIONSRIDGE LOOP ; P-4 PUMP 120/1 200 W 2-#12, #12 GRD. P2-34 �ACKUP BALLAST LIGMTING WORKS VAIL, CO 81675 t: 970 .476.8644 WALL MOUNTED LED UPLiGHT WITH TEXTURED BRONZE V�1 SURFACE �ED W/ FIXT 16 120 INSIGHT MQ1 -16LED-W35-1 SM 1 TBR VS ( 1 ) STRUCTURAL MARTINIMARTIN, INC. P-5 PUMP 120/1 0.5 HP 2-#12 , #12 GRD. P2-36 FIfVISN AND CUT QFF �1150R ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 P-6 PUMP 120/1 0.5 HP 2-#12 , #12 GRD. P2-38 �� EDGE LIT �ED EXIT LIGHT WITH GREEN LETTERS AND SURFACE LEQ W/ FIXT 5 120 �fGHTOLIER LG N 1 GW B SD2 t: 303.544.2750 S6JRFACE END MQUfVT BRACKET MEP BEAUDIN GANZE C4NSULTING WH-1 WATER HEATER 120/1 220 W 2-#1F , #12 GRD. P2-40 GENERA�. NOTES : ENGINEER ENGINEERS, INC. ' 'q• THE LUfv11NAIRE SCHEDULE CAN NOT BE USED INDEPEN�NTLY OF THE DRAWINGS AND SPECIFICATIONS TO 4BTAIN LUMINAIRE CQSTS . THE INDIVIDUAL ESTABUSHING LUMINAIRE COSTS SHALL 110 E. BEAVER CREEK BLVD. SUITE 202 NOT QU4TE PRICING WITHOUT FIRST SEEING APPLICABL ELECTRICAL DRAWWGS AND DIVISION 16 SP�CIFICATIONS . THE C4NTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWWGS AVON , CO 81620 UH-1 UNIT HEATER 120/1 30 W 2-#12 , #12 GRD. P2-40 AND SPECIFICATIONS TO THE INDIVIDUAL QUOTING LUMIJAIRE PRICING. t: 970.949.6108 g REFER TO DRAWINGS FOR ALL FIXTURES REQUIRING ENF_ RGENCY BATTERY BACKUP OPTION (SHOWN �Y HATCH IN/OVER SYMBOL}. MINIMUM LIGHT OUTPUT FOR EMERGENCY BALI�,ST SHALL BE 6Qd LUMENS. GENERAL NOT_S : � Q T 3 VI R T ERATURE A. SEEVIECHANICAL AND ELECTRICAL SPECIFICATIONS MQTOR STARTER COOFdDINATION . SPECIFIC FJ01'ES : � B . PRC/IDE PHASE PROTECTION FOR ALL THREE PHASE MOTORS ABQVE 7-112 HP. { 1 } l�Itvl FIXTURES T4 EVENLY ILLUMINATE CELING 5 , C . PRC/IDE ALL EXTERIOR DISCONNECTS WITH NEMA 3R RATING. (2) MOUNT FIXTURE AS CLOSE TO CEILING AS POSSIBLE WFLE KEEPING FIXTURE POINTING STRAIGHT DOWN � D . {3) ENIERGENCY �RCKUP POWER PROVIDED BY MINI INVERTR REFER TO DIAGRAM G SHEET E400 � SPECIFIC NOTIS : q Z ( 1 ) COFI AND PLUG CONNECTION � � X t2� SI � E Ll1MINAIRE S � HE � l1LE � � � X c3> _ � � 4 TYPE DESCFtIPTION MOUNTING LAMPS INPU'f VIfAT1'8 �t�}LT MA,NUFAGTURER CATALOG NUMBER SPECIFIC � m � � QTY TYPE NOTES � �, W e VOLTA� E : 120/208V, 3PH , 4W 2 GUS�'QM 1"UWhI OF VAIL POLE TQP LANTERN FIXTURE � C/� C� � PANEL: P1 10oN HPS & � , o WITH 1QQ HPS LAMP IN TOP AND MEDIUM SQCKE LED LAM � Z � MINIMUfVi BUS : 400 SP1 POLE 12'-0" 1 LEDTRONIC 130 208 US LONG LIFE USLLTOV MODIFIED ( 1 ), (3) W �,}j IN �C)1-f01V1 WITH Bf�NNER ARM AND RECEPTAGLE AT TOP CC � LOCATION : ELECTlBOILER RM MAIfV : 400/3 CB pF Pa�E #BB�s� 3-os-o2 � � O J � I MOUNTING : SURFACE fVIItVIMUIVI AIG : 22 , 000 � I� � � � � SURFACE G � � � �oAD aReAKER BUS BREAKER LOAD SP2 COLU �/{N MOUNTED �EAGON FIXTURE 1 35W HPS 49 208 US LONG LIFE ( 1 } � No. TYPE LOAD DESCRIPTIpN TYPE LOAD DESCRIPTION Na COLUMN � Q ' � LL � ' N A B C POLE TRIP A B C TRIP POLE A 8 C � 1 120Q A VENDING MACHINES � 20 + � 600 2 � � � � ' ' 20 2 EXTERIOR LIGHTING ' � � � s 1200 A VENDING MACHINES 1 20 + � soo 4 LIfVEAR FLUQRESCENT SIGN LIGHT WITH FIAT BRONZE � � � SP3 WALL 2 32W T8 70 20� EXGELINE K1AFP132K4YFPQBE / SL3 / WJB43 � p� 5 ' ; 1000 E AV \ TELECOM 1 20 + � ': 195 6 FIfVISH , WET L(�CATION LISTED W � � ��J � � 7 1000 E AV l TELECOM ± 1 20 + 20 2 � EXTERIOR LIGHTING 195 ` 8 � � � � � � 9 ; 720 R F�OOR RECEPTACLES 1 20 ;: + : L 165 10 Q 20 2 EXTERIOR LIGHTING , � � � � � � � � loeo R RECEPTACLES 1 20 + L 165 12 SP4 t��D STEP LIGHT BR4NZE FINISH RECESSED LED W/ FIXTURE 4 2d8 HADCQ AS03 BZ D3 E � 13 500 ' E FIRE ALARM PANEL 1 20 + ; 20 1 L SEASONAL LTG. 500 14 � � y 15 750 E AUTO DOOR 1 2p + : 20 1 L SEASONAL LTG. 800 ; 16 � ,� c� 17 360 R EXT. RECEPTACLES 1 20 + 20 1 L SEASONA� �TG. 500 18 SP5 CUSTOM 1'OWN OF VAIL WALL MQUNT WALL 1 26W TT 29 (2} � LL� � � _,.X., 19 1500 E HAND DRYERS 1 20 + 20 1 L SEASONAL �TG. 500 20 � � � � � I 21 1500 ; E HAND DRYERS 1 20 s + :: ! 20 1 L SEASONA� LTG. 500 22 � � � Q � 23 ; ; 540 R RESTROOM RECEPT. 1 20 + 20 1 L SEASONA� �TG. ; 800 24 GENERAL h�(JTES : � �r � 25 150 E AUTO PLUMBING FIXT. 1 20 + ; 20 1 L SEASONAL LTG. 800 26 A. W z � '�" � TH � LUIVIINAIRE SCHEDULE GAN NOT BE USED INDEPENDEI7LY OF THE DRAWWGS AND SPECIFICATIONS TO QBTAIN LUMINAIRE COSTS . THE INDIVIDUAL ESTABLISHING LUMINAIRE COSTS SHALL NOT � 2� 800 L SEASONAL LIGHTWG 1 20 + ; ; 20 1 E WINDOW CONTROLER soo zs (�UOTE PRICING WITHQUT FIRST SEEWG APPLICABLE ELEtTRICAL DRAWINGS AND DIVISION 16 SPECIFIGATIONS . THE CONTRACTOR IS REPONSIBLE FOR PROVIDING NECESSARY DRAWINGS AND Q �` O �, zs '. soo � SEASONAL LIGHTING � zo ! + 20 1 SPARE 30 SPEGIFICATIONS TO THE INDIVIDUAL QUOTING LUMINAIRE IRICING. � y y � � 31 360 R EXT. RECEPTACLES 1 20 + 20 1 SPARE 32 REFER TO DRAWINGS FOR ALL FIXT RE RE ' � � �� y � ss 215 L EXT. LIGHTING 1 20 + 20 1 SPARE 34 � U S QUIRING EME,GENCY BATTERY BACKUP OPTION (SHOWN BY HATCH IN/OVER SYMBQL). MINIMUM LIGHT OUTPUT FOR EMERGENCY BALLAST SHALL BE 600 +, 35 : 192 L UPLIGHTING 1 2Q + 2p 1 E TELECOM ; 500 36 � m � o � 37 430 L WAITING RM. LIGHTWG 1 2Q + 20 1 E TELECOM 500 38 �-UMENS . � SPECIFIC �OTE� : � y � + 39 244 L RESTROOM LTG. 1 20 20 1 E TELECOM 500 40 a� 2so � ucHrirvc � 2a ; + 20 � R RECEPTACLES 'I 720 42 (� } SP1 � SP2 FIXTURES TO BE PRQVIDED BY THE TQWN QF VJL AND INSTAL�ED BY E . C . LAMPS ANFD RECEPTACLE FQR FIXTURE TO BE PRQVIDED AND INSTALLED BY E.C. � . . � � � � � � � . � � � . . � � . LOADTYPE � � � PANELTOTAL . FEEDTHRU SUBFEED FEEDER � � pEMAND FeeoeRTOra� � GENERAL NOTES: . (2) REFER TO DIAGRAM P�, SHEET E�}OO � � � � � . � � . � � . � � . � � , � Tora� TOTAL SUBTOTAL A. PROVIDE FEEDTHRU LUGS (3� �� FER TO DIAGRAM C, SHEET E400 FOR POLE BASE DETAIL o �, . . � � � � . . . . . � � . . . � � . (L) LIGHTING 9251 366 . . . 9617 � 125°!0 12021 B. PROVIDE TYPE 3R ENCLOSURE �' . . . . . . . � . � � � � . � � . . . . � �� . � � . � � . � . . . � � (R) RECEPTAClES 3780 720 4500 NEC 220 4500 C. � . . . � � . . . . � . . . � � . � � . � . . 0 W W . . . . . (LM) LARGEST MOTOR 0 2484 2484 25% 621 D. . . . � . . . . . � � . . � . � . . . . . . . . . . . � �M> nnoroRS �nu> 0 13000 13000 100°!0 13000 e. LIIHTING CONTROL PANEL SCHEDULE � O � � . � . . . . . . � . � . . (E) EQUIPMENT � 8400 17460 25&80 � � 100% 25880 SPECIFIC NOTES: �E�� PA� EL: LCP . . . . . . . . . . . . . . . . . � . . C�j . . . � . � . � . A APPLIANCES 2400 � 0 . 2400 p � 2400 � . . � . . . � . � � � � . � . . (1) PROVIDE 30MA TRIP CIRCUIT BREAKER . . iz> �E�`v LOAQ DESCRIPTION CIRCUIT �OAD LOAD W VOLT CONTROL �OMIVIENTS NQTES � PANEL YOTAL (KVA}: 58.4 (3> ( � fVUtVi�ER NUMBER TYPE � PANEL TATAL {A}: 162 �4� 1 EXTERIOR WALKWAY LIGHTING P1-2,4 HPS/�ED 1200 208 TC/PC U 5 2 EXTERIOR WALKWAY LIGHTING P1-6,8 HPSJLED 390 20& TCfPC W 3 GARAGE ENTRANCE LIGHTIN6 P1-10,12 HPS/FL 325 208 TC/PC U 4 SEASQNAL LIGHTING P1-14 LED 500 120 TC/PC C.� m � 1/�LTAGE : 12�/208V, 3PH , 4W 5 SEASQNALl.IGHTING P1-16 LED 800 120 TC/PC � PANEL: P2 6 SEASQNAL LIGHTING P1-18 LED 500 120 TCJPC p IVIINIMI,JM �US : 4OO 7 SEASONAL IIGHTING P1-20 LED 500 120 TC/PC j LOCATION : ELECT/BOILER RM IVI�iIN : ML.O 8 SEASONAL LIGHTING P1-22 LED 500 120 TC/PC � ' MOUNTING : SURFACE iIAIIVIMIlIVI RIC : 22 , 000 9 SEASONAL LIGHTING P1-24 LED 800 120 TC/PC U , ' �-`-� 10 SEASONAL LIGHTING P1-26 LED 800 120 TC/PC � LOAD BREAKER BUS BREAKER LOAD No. TYPE LOAD DESCRIPTION TYPE LOAD DESCRIPTION Na Q B.D. RESPQNSES OS. 12.2010 � A B C POLE TRIP A B C TRIP POLE A B C 11 EXTERIOR WAITING AREA ITG. P1-33 HPS/LED 215 120 TC/PC PROVIDE UL924 �ISTED RATEQ RELAY O 1 1380 ` E + ! 20 � R RECEPTACLES 720 ; 2 12 UPLIGHTING P1-35 LED 192 120 TC VERIFY ON/OFF TIMES WITH 4WNER � `` HEarTRacet� � � � so , , Q ADDENDUM1 07. 16.2�10 3 1380 ,: E i ;; + '. 20 1 SPARE ;. ;; 4 13 SIGN LIGHTING P1-41 FL 250 120 TC/PC � 5 ; 1380 E < + 20 1 L MECH. RM. LTG. `.:; `.; 366 6 14 '� FOR CONSTRUCTION 06.80.2010 � HEAT TRACE (1 ) � 7 1380 E 2 30 + i 20 1 E BOILER, B-1 1200 8 15 �'' 9 1380 E + :S. - E 1500 >' 10 � ' HEAT TRACE (1 ) 2 3d ' 16 ISS. # DESCRIPTION DATE O 11 i 1380 E + 20 3 E BOILER, B-2 ;; 1500 12 � 13 1380 ; E + E 1500 14 17 ,, 15 1380 E HEATTRACE (1 ) 2 30 ; + , ' LM > ' :. 828 ; 16 18 ARCiH �TECT'SPROJECTNO. : Z 'IOC4 . 00 � 17 1140 M HRV-1 1 20 + 20 3 LM PUMP, P-1 828 18 19 � 19 360 E CUH-1 , EF-1 , CUH-2 1 20 + LM 828 . i 20 ZQ � 21 1656 M EF-3 1 25 + „ M 828 22 21 � 23 SPARE 1 20 + 20 3 M PUMP, P-2 ' 828 24 T 25 SPARE 1 20 + M 828 26 �2 � 27 SPARE 1 2d + ;: M i 828 " 28 z3 -� 29 SPACE ; +.:' 20 3 M PUMP� P-2 ;: 828 ... 3o Z4 � 31 S PAC E + M 828 32 L 33 `; , ;; SPACE <! + ;; 15 1 M PUMPS� P-3� P-4 !;; ' . 400 34 LOAD 7YPES NOTES: N -'-' 35 ' SPACE + 20 1 M PUMP, P-5 ; ;; 1176 36 CFL COMPACT FLUQRESCENT 1. �ROVIDE A MINIMUM OF 4 HOURS OF TRAINING ANQ PftOGRAMMING WITH OWNER. � 37 ;: ; SPACE + ;; 20 1 M PUMP, P-6 1176 ; ;I 38 HPS HIGH PRESSURE SODIUM 2. VERIFY ALL PROGRAMMING WITH OWNER. U 39 SPACE + ;: ;: 20 1 E WH-1 , UH-1 , EF-2 38a ? 4� FL FLUORESCENT 3. ;�-' 41 SPACE a + SPACE 42 � INC INCANDESCENT 4. � � FEEDTHRU SUBFEED FEEDER � � GENERALNOTES: � � � � � � � � � � � � � � � � � � � � LOADTYPE PANELTOTAL � . LIEMAND � FEEDERTOTAL LED LIGHTEMITI�WGQIODE S . � � � � � � � �� . � � . . � . � � � . . � . TOTAL TOTAL ° SUBT6TA� � � A. PROVIDE FEED THRU LUGS � . - . . � . � � . � . � : � � . . . � . � . . � . . � � � � � � � . . . . (L� IIGHTING 366 � 366 125°l0 458 B. PROVIDETYPE3RENCLOSURE MLV ��GN �T� CLQWU�LTAGE . 6. . . � � . . � � � � : . � � � � � � � � . � . . � . � . . . . . . . . . . . . . . . . . . � . 6 . . � . . . . . � � (R) RECEPTACLES � 720 720 . . . . . . . . . . . . . : .. . . . . . Nec 220 �2o a GONTROL TYPES SPECIFIC NOTES: N � � � � � � . . . . . � . . � . . . . .. . . . � . .� � . � � . . . � . � � . . . (LM) LARGEST MOTOR � 2484 24&4 . 25% � 621 D. d� DAYLIGHT SENSOR . . . . ` � � (p � � � � � �� (M) MOTORS (ALI.) 13000 � 13000 . 100% 13000 E � . . (1 ) � . . . . . � . � � � . � . . . . . � � � � . � . . � � . . . � � . � . . � � (E) EQUIPMENT � 17460 � 17480 � � � LOW VOLTAGE SWITCH . (2� � . � . . . . � .. . . � � . . . � � � � oaio naso SPECIFIC NOTES: � � � � � � � � � � � � A APPLIANCES � � D � 0 � 0 (1) PROVIDE 30MA TRIP GRCUIT BREAKER � (3) � � � � � � f � O PANEL T07�4L KVA : 32.3 MS MASTER SWITCN t4} � � ( } �3� PG PHOTOCELL �5� o,. � PANEL 7�YAL (A): 90 �s� aC TIME C OCK SENSOR �g� � � TP THIRD PARTY CONTROL ELECTRICAL � EAU QI N SCHEDULES � � �j ANZE � � . . �, 0 � Consulting Engineers, lnc. ` � VaiC (970) 949-6108 U COPYRIGHT 2009 � 0� Lake Tahoe: (53d) 550-7334 r Denver: (303} 278-3820 , Project No: 8828.01 � Fort Collins (970) 221-5691 , Albuquerque: ' (505) 323-9070 www.bece.com _ � , �.�,� . v _ _ ___ �� . _. _ . _. _ . ... _ _ m_�..w . �._, _ H __ _� �_� . . . . . ., _. _ , . � _ _ - _ _ � __ . _ .�r_.., �..�.. �.. � ,��, � �. m b,-.� _,� .��.F � . m� , � . � . � � _..._ , - - - - - - - - - _.__ ._..._..._ _..._..._... ( —cTV & Fo a� coAx — — =cTV- �� a� - - - - - -_- -_ _ _ - - _ - - —. - - - � ...- -_..- - - .- - __..._...__._. ._.._ � �� Lr�� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �TV & FO & COA � - - CTV & FO & COA�E— - -�TV 8c FO c CoA �- Z°TV � FO & 7 . CONTRACTOR TO INCLUDE WIRING OF 120 � ��° � . . . . . . . . . . � � � ��. � �. ,�.� _ _ � _ _ .��' _ _ �-' __ . a0e9 9Pd00Qr � . . . VOLT GFCI RECEPTACLE INTEGRAL T0 THE . � ,�m �, � �. � - � - - - - - - - - - - - - - - -.'""" V & F • �� >��m SA ° °o `�c� . --�TV & F0- & COAX— — — _ --eT� _ �g -&c-�07�-3� — — —ETV & FO & CQAX— — — —CTV & FO & ;OAX---"-� �� - - - - - - - ` - - LIGHT POLES SPECIFIED ' BY TOWN OF VAIL. � ° � -� . . _ .-- - - - - - - ' - � REFER TO CIRCUITING DIAGRAM FOR MORE ` ,� °° � � 6 t � & INF4RMATION . ° 4�'�1 � a : a � e � . . . . . . . . . . . . . . . . � �ep � l� � ` � �� . 2. PROVIDE #10 AWG CONDUCTORS FOR ALL .� �< ,a � SITE LIGHTING AND EXTERIOR REGEPTACLE ,� �`�e•as�� a�ape°°e C�'`� . � _ - - -_ - _ -_ - _ -- - - - - - - - - - - - - -- -- - - - - - - - - - - -- - - _ _ CIRCUITS ON THIS SHEET. ��6� NP��- �"'� . � � _ _ _ - - - -- - - . . - ---------- - _ . _____- - --____ _ __— - - - FLAG NOTE � : �CP - 6 _..._... ...__. ..._.__.__.._..._... ...___._ _.__. _. _._..._..._..._..._...__._...--.--.__. ..._...__._..._..._..._..._...__._.._..._..._..._.__...__._... ..._.__..._..._..._.__..._..._..._..._..._..._.__... ..._..._...__._.._..._.__.._..._..._.._.__..._..._..._..._...___.__. ... ..._..._..._..._..._..._..._..._..._..._..._..._... ... ..._..._... ..._... 1 MOUNT RECEPTACLE ON UNISIRUT. copyright 2010 ...__._..________._.__.__...____.__.____._.__.__.__..._..._..._.__..._..._.._..._... . ._ ...__._... ..._..._...__._... ._�.__..._..._..._.__... � CQORDINATE EXACT MOUNTING LOCATIONS n ' LCP- 1 � WITH TQWN OF VAIL. TOV WILL PRQVIDE 424 V ArCh ItGCtU re I C� C . ' WOOD CdVER BOX. COORDINATE DETAILS ' ---- ---- WITH TOWN OF VAIL REPRESENTATIVE. - -�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - QWNER TOWN OF VAIL --. - - - - - - - - �- - �- - - - - - - -' -- - - - - - - - - _ _ �2 REFER TO DRAWING E3. 00 FOR EXTENSION DEPARTMENT OF PUBLIC WORKS - - - - - ! _ - - - - -- - � �' �-- - - - _ ._ _ _ OF CIRCUIT �CP- 3. 1309 ELKHORN DRIVE ,...,.�_.__.__.. / �LCP- 8 4 LCP- 7 4 � ' � / SP1 SP1 � - - � � � .� � � m � om_ ,_ v � __ VAIL, C0 81632 � -- - � e. � w � � �. � � � � � � .� - � / SP - - � � - � � --° � - ° - ° - -° - - - - - °- - - �� 3 POWER FOR FUTI..IRE SIGNAGE LIGHTING IN � t: 970.479.2158 � C, -�' � �- wp ' _ _ _ -_ o � � � - o LCP- 4 ISLAND. COORDINATE EXAGT LOCATION OF . LCP - 2 IN - GRADE JUNCTIQN BOX WITH OWNER'S ` � �� m - - ° - - - - - - - - - - --- � �� a � REPRESENTATIVE PRIOR TO ROUGH - IN . ARCHITECT 4240 ARCHITECTURE INC �WP �WP � - SP2 _ _ o INp CONNECT TO PARKING GATE CONDUIT. 3003 LARIMER STREET `R' —o-- �, - - � .: . . . 4 DENVER, CO $0205 �' SP2 LCP- 5 � � � � GIRCUIT THROUGH EXTERIaR LIGHTING t: 303.292.3388 f: 303.292.3113 --- -- 5�-�- - - 4 m � , TYPiCAL. � ,�,, .�. � CONTROL PANEL. REFER TQ DIAGRAM �} , CIVIL ALPINE ENGINEERING INC. - - - - � � SP2 �,. � � SHEET E400. ENGINEER 34510 U .S . 6 UNITA9 i - - - - - i � a + l � �,, ., ,,,,, � ..om° °' °� «� °�° EDWARDS, CO 81632 i I t, t: 970.926.3373 f:970-926-3390 � i SURVEYOR PEAK LANQ CONSULTING , INC. i i 1000 LIONSRIDGE �OOP i . � - - - - � SP2 � � VAIL, CO 81675 t: 970.476.8644 UTIL.TY TRANSFORMER VERII=Y LOCATION Ohl STRUCTURA� MARTINIMARTIN, INC. CIVIL PLANS. ENGINEER 12499 WEST COLFAX AVE. SP2 — LAKEWOOD, CO 80215 � P2 SP2 t: 303.544.2750 � w � MEP BEAUDIN GANZE CONSULTING � Q sp2 ENGINEER ENGINEERS, ING SP2 110 E. BEAVER CREEK BLVD . SUITE 202 SP AVON , CO 81620 t: 970.949.6108 SP2 SP2 VENT VENT � VENT VENT � VENT Z x x OC ° , ; x , � W m � � Q �� Z � � � — , o sP2 R . y � � �� ` . ' U � �' � � i r'� o r,� � F— � � t� ° ---_------ - -� i;'� SP2 �-- . . ._. . - . . _ . . � � � � � � N . O — � � ; I � � � � . � W O � o � i i Q � � � � � sP2 � o Q V p 0 :� Q o � � W � � . ° Q � o � � I � � � � _j i sP2 � t i � � � W z � � � -a � Lz : Q ¢ � � � � � � � . cn ri rt � � � � W � � � � o � Q Q � m � r o : �n �n = � � _ sP2 Cl'j 4 y c� � . � � . � � � � � m �,, � �� i � _ ;; � sP2 . � � m , � � . . - . _ . . _ . . � N , LIOI\I � A � I�' AF� I� II�IG ; o � W � SP2 � � � � � � 0 � N � / � d � <C U i � W I U ; C� t m � � � i � � VENT VENT o � SP2 VENT ,\ Q VENT VENT w �, 2 -6� i I � i a5 B.D. RESPONSES 08.12.2010 �° ; SP2 � ; �2) � „� 1� FOR CO SMRUCTION 06.30.2010 � � ° i /--�- - - - - - -- - - -- - - - -- - - o � / � ISS. # DESCRIPTION DATE / � �i / ARCHITECT'S PROJECT NQ. : Z � Q64 . 00 o y � � �. �� I SP1 �� O AREA A '' � ' SP2 SP2 � / i � � � � � ( � a� �' ` � � o � O SP2 � o a� ° C.� 3 \ ° ° o ° ° 0 0 � cn �\ / ^\ o ' SU �VO/AY R � �TAURANT _ � � , w . � ` � > f- � �� / , -a , 0 � ', � � KEY PLAN � . � J . . . � . � � . . . � �-� . � . � � � � . �\ . � � . � . � � . � . � . � � . � . � . . . . � ��. O ' � O �� o ELECTRICAL � � ; g EAU DI N SITE PLAN r � � ANZE � `�' ELECTRI �l� L SITE PLAN � : ' o Consulting Engineers, inc. � SCf�LE : � �� = 20` VaiC (970} 949-6108 COPYRIGHT 2009 � p� Lake Tahoe: / Denver. (303) 278-3820 {530) 550-7334 project Na: 8828A1 � Fort Collins (970} 221 -5691 Albuquerque: (505) 323-9070 www.bece.com � .__ _, , . w ,�,, �_„ .,,��, ��.�. ,.,,� ,. � �._ "�_�.�,.,� ,,n..�«,„� _ --_____:: � � _y .._ . .__u,. «_ _ .._., .: , � _ .._ __ �_ _ . . . a _ 1 . REFER T0 ARCHITECTURAL. INTERIOR 4 � POWER FOR AGA D�OF. PROVIDE 20 AMP, 120 VOLT CIRCUIT' �9 �ROVIQE JUIVCTIt�N BOX HIGH ON WALL WITH A ��" CQNDUIT . ' � . ' � ELEVATIONS AND SEC1101VS FOR PAOUNIIP�� AND �� CONDUIT FRO� DOOR OPERATOR TO PUSHBUTTONS. �AC4f T'0 P,�f �LOSET FOR FUTURE SECURITY CAMERA. VERIFY ' ''� � • - LOCAl10NS OF DEVICES. COORDINATE EXACT PISHBUTTON MOUNTING HEIGHT WTH EX�CT MO�UIVIING LOCAl101d WITH OWNER'S REPRESENTATIVE ' �p,4� �- i��'�� eo0eae�oec P.RCHITECT PRIOR TO iOUGH . Pf210R T� ROUGH - 16V . • � � o°��« , SA "°eg � ' � 2. NUMBERS ADJACENT TO DEVICES IN ICA � � s•° °•. � �. - CIRCUITING NUMBER IN PANEL 'P7 ° U . N.E�o � p�W�ER �OR AUTOMAIIt PLUMBING FIXTURES. 1 � PR�VI�E 1B1 �ONDUI°f FROM AV CLOSET TO LOCATION FOR • � ;'�° (�°°" ��°v • �'l1TtJRE WIFI a4CCESS POINTe VERIFY EXACT MOUNIING LOCATION • a A�215 ° ' � � F'OWER FOR HAND DR�R, VERIFY EXACT MOUNTING LOCAl10N � �'y �yyN��°� REPRESENTATIVE PRIOR TO ROUGH — IN. ', a a � � VdITH G.C. PRIOR T� RDUGH —IN. . � �.,e �� ' � � ,m° �,,�,� , , 19 PROVI�E �?NE (1 ) 3" CONDUIT WITH PULL STRIIVG TO • '�p °''e9,,,ao�, @e�m°@'p �°� � � PROVIDE 120 VOLT POVER FOR FUTURE NEXT BUS SIGNAGE. TELEGOMPAUNICATIOIVS TERMINAL BOARD IN BASEMENT FOR � • ��° �� . ' PROViDE BLANK COVEF. COORDINATE EXACT LOCATION WIl'Fi F'UTIJRE TELECQM �ABLING. • �� RCHITECTECT PRIOR '0 ROUGH IN. ' • . . , , . � • �5 PROVIDE �4'° DATA �OIDUIT WITN PULL STRING FOR FUTURE 1 � ��E TIN� (2) 1 � CONDUITS WITH PULL STRING FROM °NEXT �US' SIGNAGE. IROVIDE BLANK COVER. RUN TO AV ELECTRI�AL F"�NEL FOR FUTURE POWER TO AV ROOM . CLOSET. COORDINATE IXACT LOCATION WITH ARCHITECTURAL copyright 2010 � � Jl7iVG°fl ��l �0}C FOR LV AUl'OMATIC WINDOW CONNECTION . DRAWINGS. COOR�INAI°E EXACT LOCATION WITH INSTALLER. 4240 rch it C�� r I � � . �6 I'ROVIDE �48 CONDUIT MTH PULL STRING TO TELE— BACKBOARD 14 RECEPl°,4CLE �4ND Dfi�TA FOR FLAT SCREEN, VERIFY EXACT IN BASEMENT FOR COIRTESY PHONE. COORDINATE EXACT MQtJNlIlVG L�CAl10N WITH G.C. PRIOR TO ROUGH—IN. OWNER TOWN OF VAIL LOCATIOM 1KITH ARCHIECT PRIOR TO ROUGH — IN. 15 RECE��Ef3 SIMf'LEX �CLOCK TYPE" RECEPTACLE MOUNTED DEPAFiTMENT OF PUBLIC WORKS �7 PRO�lIDE �" C(3NDU1T �1TH PULL STRING TO TELE— BACKB�ARD �BOVE C�PEiVING. VERIFY EXACT MOUNTING HEIGHT ON 1309 ELKHORN DRIVE IN BASEMENT FOR PA1 PHONE. COORDINATE EXACT LOCATION ARCHI7ECTURAL INTERIOR ELEVATIONS, VAIL, CO 81632 NVIThI ARCHIT�CT PRIOF TO ROUGH—IN. t: 970.479.2158 1 � PRC}it1�E �4�O�E FLOOR PEDESTAL DUPLEX RECEPTACLE, � PROVIdE 120 VQLT GFtI EXTERIOR RECEPTACLE IN RQOF EVE HUBBELL �5�309 �A PEDESTAL. #SS309D DUPLEX RECEPTACLE ARCHITEGT 4240ARCHITECTUREINC FOR SEASONA� LIGHTIPG. COORDINATE EXACT LOCATION INITH PL�TE AND �PR�RFGY1 PVC FLOOR BOX. SEE ARCHITECTURAL 3003 LARIMER STREET ,4RCHITECT PRIOR T(� IOUGH — IN. PL�iIVS FOR EXAGT LOCATION . DENVER, C0802Q5 17 12� VOLT 6'9lM�R Ft7R MOTORIZED DAMPER CIRCUIT TO P2— t: 303.292.3388 f: 303.292.3113 CIVIL ALPINE ENGINEERING INC. 1 � PQINER F�R AUTOMs4TIC WINDOW OPENER CONTROLLER. VERIFY ENGINEER 34510U .S. 6UNITA9 � 2 � � � 6 � Q EXA�T L�C�TION AND REQUIREMENTS WITH INSTALLER. 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(: 1� :1I I � . 11 ° . d SENSOR LIGH1'�L6ER ' � � ( � I � �� °' � F I° '� ' ' ' . ' ° � #ITSPCS OF� EC�UAL SIDE SECTION /ELEVATION FRONT ELEVAl10N OWNER TOWN OF VAIL ' }. ' .° � °� ` � • � p• • �: •' . LIGHTING DEPARTMENT OF PUB�IC WORKS . . � � � . . � � . � ab I � . ' o� I.� I . � �a . 9 . . . . � . . p . . � . a . FIXTtJRES . � . . � . . I ' � °� . . �a� " p. . � y � � � . . . . . � . � NOTES: 1309 ELKHORN DRIVE N � � VAIL, CO 81632 � � ° � ' 1 (: � ��° � � �I �o D � 1 . CONTRACTOR SHALL PROVIDE SAMPLE OF ,4LL MATERIALS .. . 9� �P '. ° i,� ..l I 1 . .' ' : ' : : , ' � , � ; ;<. PRIOR TO CONSTRUCTIQN . t: 970.479.2158 a ' o 1 : °lo ) � .P: � . ° IP I . :° �.: .o, < �0 2. CONTRACTOR SHALL FIELD VERIFY LOCATIONS VJITH QVdiUER 'S . `�° . � .t � � � a � r 'INISH GRADE. REPRESENTATIVE PRIOR TO GONSTRUCTIQN . ARCHITECT 4240 ARCHITECTURE INC � 3. CONTRACTOR SHA�L PROVIDE SHO� DRAVdING OF GUST�t� UdALL 3003 LARIMER STREET �� . 1� . oa� , � � � a : 11: . .� � � . . . a/1/A I T I N G R O O M V � � a { � � � : � C � : ( E . J � . . '., ° � . . ° � SCONCE INSTALLATION PftIOR TO CONSTRUCTIONo D E N V E R, C O 8 0 2 0 5 .�> . � III °� � ° t: 303 ,292.3388 f: 303.292.3113 � . � . . . . � � • • ' • o . a � � . a: • . I I p .' / . . . . . . . � ' °� � � � �fi{ l � • �, b� ' II� I � � a � � �o ". � �. LIGH � � NG CONTRQL � Ir°'l� �� l..► US � � M VV !"'dLL � A� � � � � � L � � � 1 � E I /`"iIL CIVIL ALPINEENGINEERINGINC. � . . � . �v �oa � . . vavl ) � � � _ �IoI ' • ' � . . . . � O ENGINEER 34510 U .S. 6 UNITA9 �q � ' �. 1 , �� :� � • � °�1 j � j :�, � � 1 � ° '_ � : �. oa NO SCALE [} NO SCALE EDWARDS, C081632 t: 970.926.3373 f:970-926-3390 ' o A 0 Q , ' . � . o . . , �. �.: �� .,� : j 1 I I �: I '.� °. ' � . ,. � . SURVEYOR PEAK LAND CONSULTING , INC. ( d II � a '� ° ROOF 1000 LIONSRIDGE LOOP � . .. . . . . . . . . � . �' .o " . .' . oa I i' °' ' I Y . ''P t . . � . . Q � . � . . . . . . . . ' ° (. Id f, . ' � ° p � ° ' �� 4 VERTIGAL REBARS 6 REQ� D . � 1 �� ° �a I 1 Ina .� ��: ., � � ) VAIL, CO 81675 � :a� �.�.. . � �. I I. I : ' . �'� : a � : p ..' � . . . . a o , a e -. .. a . �. P C t: 970.476.8644 ol Ia � � � � � � � . i STRUCTURAL MARTINIMARTIN, INC. . � � � °- °° . ' . � � �{ � I �' I. `: �. � � �a� ' � PHOTOCELL MOUNTED ON ENGINEER 12499 WEST COLFAX AVE. ' � . :. � . . � � < � � . . . ' o. . 1 I `a . . � .: � � . . . . . . . ; °� .b ,. '. ` I I �I : a < � . p � tONDUIT & WIRING. i NORTH SIDE OF ROOF. LAKEWOOD, CO 80215 " t; 303.544.2750 . . � � � . � . . :I . . . .. 9, C, I I. . : ' c , � c � . HEAl1NG � MEP BEAUDIN GANZE CONSULTING " ° � � . � � � , "� II ' I �. : . : � ' _ a � ENGINEER ENGINEERS, INC. �� (�• � � ° � a�' p � ` ' ' CABLE SYSTEM CLOCK � 110 E. BEAVER CREEK BLVD. SUITE 202 , .. ��o .i . . . � � w� � j .«�_ — � _ .� � _ � TC I PLC INTERFACE LIGHTOLIER AVON , CO 81620 ° . 'v� f �v . ° . . ( ' . .. ." ' . ,° 1. �� #I �S- CL- BRES & �ILSCLIM '� ° . ' � a � �� ° . � . � < -- ;"x8" WIRE BASKET. � t: 970.949.6108 . . � • . ' . ., o . Q a . . � � . � . � p �. I . . . .. )7 . .. p • d • ) . . . . . . .a . L — ,.�_� � �- ° . - ._J . : �. HEATED � � LV .. b. ' I�: �. � �. ° � . l . :. :� , . . : ' t .� p'�. AREA� � GUTTER � ° ` � °TT,—�-a.9 f. '_ ��1 . 'S00 PSI CONCRETE. . . . . . � . .D v : ' 'O : . . "� � � . . ' .. . O :: . ' . .� . .'q O . � . . � . . . . . . � . . . -L —..-o- .�.�_.�-a. �. ,,. .._1 . . CLIPS � E,4�E QdERHANG I � � � . . a, : , ' � a . ��. a TRACING HEIGHT : ' <, . � . 9 . I . � DOWNSPOUT ' .. � . .'a �. . � ° a `� ��°, �, , < . TRACING WIDTH EXTERIQR VdALL I CAT 5E CABLE a: : . : . q �.> � a . , . . . . . HANGER � POWER � ' °� TYPICAL (� . . . . . . . . a p ' • � • '. a. . . . . . . . . . . . o 'a E7 - � . . � . . . . . . 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(f� s� � �/3 L _ J � SWITCH OR RELAY � c POWER FROM PANEL � m C.7 � � ; SWITCH LEAD oc J O �3 W — �, � m ' � � o o � W PV SOURCE PANELS SUNTECH 210W PV LIGHTING W � 12 PANELS IN SERIES � p� ppULES (TYP . } OR FIXTURES ' o°o EQUAL NSWITCHED POWER N CIRCUIT � �-- PANEL LAYOUT SHOWN IS LMI MINI INVERTER o DIAGRAMMATIC AND IS INTEIDED TO BATTERY �AGKIlP Q SHOW SERIES/PARALLEL , /� � � /� a a p v CONNECTIONS ONLY. REFER TO SITE V V � N !( I � � � � � � � � � � �� 6� O � M w PLAN FOR ACTUAL PHYSICA LAYOUT. '; � RooF.....�.............:......:.................... ............... ............................................._......... ...:_..............:........._... .....:...........-_ - ---_ -- W_.._...._.... -- --- - -._ LIGHTIN � � � N °TF� OL DIAGRAI�6 � m . . . . .. . ........... .. . .. ..............._........................_...........v.....__............_..._..............y......_._..._._.._._._._____._.__..... ;: � EI�IERGEIVCY POWER INVERTER � IA� RAM NQSGA�E � j � NO SCA�E a Q - 0 � w I -6 FIRST FLOOR �5 B.D. RESPONSES 08. 12.2010 � .................................._.._......,.._...,.._........... ........,._... ._...,�,.�..................................._......................._............._........_. :......................__........_......_...; ..............._...._.......................,.....,...,.,........_.,_..,..,................._......................................,._........,........_....,..�,_.�..,.._..m..,.._.,_....._................ �° a ADDENDUM 1 07.16.2010 � � ; . 1 FOR CONSTRUCTION 06.30.2Q10 ` . � . . . . . . . ., f . . . � . . . � . . . . � � . . � �. D �, � . � � . . . .. . . . . . i . � � � . � � � � �� . . � . � i. � GRADE ISS. # DESCRIPTION DATE � PV SOURCE CIRCUIT SMA SUNNY BQY INTEGRAL DC 4000- US INVERTER 12, 711AIC ARGHITECT'SPROJECTNO.: 2 '� 064 . 00 � DISCONNECT WITH OR EQUA�. � FUSED SERIES o N STRING COMBINER M CO UTILIT` REQUIRED :........_........_....: � ` � AC PANEL PANEL :FUTURE; -� -- a DISCQNNECT AC DGCONNECT � P1 ' 'P2' - PANEL ; , ,.._ ` � Fl N cn ; ; ; � ` ?.......................: t °' ID � � o--v 0 PANEL 'P1 ' 2[ 4�3j0 ,4HIG 2s`C] CT CABINET G t O 2[ 4 #3/0 AWG, #3 GRD, 2 C] -� H M '� : � I qGJ ',JA/2P _ . � ' � .�� ASEMENI' , � � �� F- INVERTER OUT' UT GRCUIT -� 3- #10, #10 G�D. -____-_— ' � GROUNDING ELECTRODE CQNDUCTOR T0 ;v' � 20 LF OF #4 BARE CU EfVCASED ! N _� � 4000W PV GRID- TIED INVERTER MIN . 2" CONCRETE I . A. W. IV . E. G. 250. ; . . . . . . . . . . . . r ',.. � 208V, 1 PHASE OUTPUT GROUNDING ELECTROQE CONDUCTOR TQ � °o BASEMENT WATER SERVICE I . A. W. �I . E. Ca 25Q. ' � _..........................._.,,,,.,.�._.._._........_.__.__........_......_.__........,.........,...........,.......,:,........,,.,...w.,... ..,....._.............,......__..,._....,......._. �....,.. . �...,....,,...._....._................._..............................._..._...._.......__..............,....,...._..,......,.._.._...._,,.._..................._ � N � GROUNDING ELECTRODE COM1IDUCT�R T'(� ELECTRICAL : � � �ui ��iNC srEE� i . A. w. � . E. co ��a, � EAU DIN ONE- LINE DIAGRAM � i � � �jANZE � ; � ., . � � PV ONE - LINE DIAGRAM ( � ID ALT � � NATE ) LE � TRI �AL � NE — LINE � I ,�GRAM �onSU �t� ngEng� neers, � n�. " VaiL' (970) 949-6108 � �] SCP,�E : �JQNE Lake Tahoe: (530) 550-7334 COPYRIGHT 2009 . �,,� SCfi,LE : NQNE oen�er: Pro�ectNo: 8s2s.o� ;, (303) 278-3820 3 � Fort Collins: (970) 221-5691 t Albuquerque: (505} 323-9070 www.bece.com � k ;, —_— _- � �...N. � m�. n=��,r�.�-- �,� m�... _m.. , �,�.:. . ._ _----_ - --- -----_,._ __._ � .__ _ ._ —__ ...... . _. �. _ . � — _.�°,, h ,_,,, . � ... ,.- _ _ s�.. . . ,� �,,.� �� . . _ _. �..., . _ �.��,�,,� , . � • ' . � . . � _ FIRE ALARM SEC� IJE �I � F � � E �ATIC) N � NOTE: ALL DEVICE AUDI � LE VISUAL� s . � . � MOUNTINGS SHALL CQMPLY (V�/ALL t� OUNT} 3g " .� , WITH NFPA 72 AND VAIL FIRE MINIMUM � � �YSTEM OUTPUTS REQUIREMENTS . 6 '� MIN � : DIFFUSER . . � � ' . . � � � � . . � ' � � � . . . . . � c o o i>�s f= � a � � z 96 " MAX copyr�gnt 20 � 0 � ° � N � ° 4240 Arch itectu re I nc . _ � � � � ; � � �Q '� MIN � � J � � _ � OWNER TOWN OF VAIL O �2 DEPARTMENT OF PUBLIC WORKS .� � z � � � 4� „ MaX . 1309 ELKHORN DRIVE � � � � � 42 � � N , VAIL, C081632 (!) � O p � � W � F- = t: 970.479.2158 � t� � t� Z � W FINISHED FLCyQR ARCHITECT 4240ARGHITECTUREINC � � � � � Z m 3003 LARIMER STREET � ctD t- t� � � DENVER, C0 80205 � � � � � � � t: 303.292.33&8 f: 303.292. 3113 � � � � � � � CIVIL ALPINE ENGINEERING INC. � � S TA �I DA R D M C� U �I T � �l � H E I G N T LJ ETA ( L ENGINEER 34510 U .S. 6 UNIT A9 � � O � � � � EDWARDS , CO 81632 �° � � N �T T� � �/� � E t: 970.926.3373 f:970-926-3390 � Q � t�t� c�n � j SURUEYOR PEAK LAND CONSULTING , INC. � � � � Q w F.. 1000 LIONSRIDGE LOOP � � � � t�- tn Q VAIL, CO 81675 t: 970.476.8644 1 SMOKE DECTOR X }( X STRUCTURAL MARTINIMARTIN, INC. 2 HEAT DEfECTOR X X X ENGINEER 12499 WEST COLFAXAVE. 3 MANUA� PULL STATION X }f X LAKEWOOD; CO 80215 4 AC POWER FAILURE X t: 303.544.2750 5 FACP LOW BATTERY X }( MEP BEAUDIN GANZE CONSULTING 6 OPEN CURCUIT X X FIRE ALARM WIRE TYPE � f'I�tF�T ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK BLVD. SUITE 202 7 GROUND FAULT 3� X Label Descriotion AVON , CO 81620 8 NOTIFICATION APPLIANCE CIRCUi1' SNOI�T X X AC 120VAC Pcawer Wiring t: 970.949.6108 9 ALARM SIGNAL SILENCE � L Signaling Line Circuit � � � C � E F G H P 24VDC Power Wiring 5 N Notification Appliance (Strabe) 1Niring V Notification Ap �liance (Sp�� ker} Wiring X Auxiliary Circuit ( Relay) lNiring Z Indicating Device Circuit (Zc� r��) Vdiring ' � A Annunciator Wiring � Z _ X 1 . WIRING SHALL BE IN ACGQRDAN �E VJITH PA �INUF'�,GTURER SPECIFIGATIONS. G x � � � � c� � � � � Q � �- W e � � C,/� � � � o � �' C NTROL�PANEL � �t � � � � o L � � F HD SD i � � � � � _ ��`P) ��) �N�) � � � � � N N H EOLR � � � � '� � DaDI AACP D 120V AC ' (nP} (rm} � � � p � � � � � � � � � � � � � � � � .� Q +� 1— z v ° � X � � � , S�' STENI RISER DIAGRAM � � ~ � = � � � � � W °z � °� �' � cc m � � u = a C!� a � c,� �, , . � � m � � � � � ,.� � �.I m � � � � o FI � E ALf�R10� ��tfVI � OLS v �- �nca FIRE AL��t� CONIROL PANEL W � ,.,,_....�....,..�,,.._.._�..._e..................___......._....._......:_..._,,........:�...........,.....,..,.�.:._...._....:....:. ` _...,_.♦..__._.........:......._..�_...._.:.._..�.,,....,....... � 0 � SM�KE �ETECTOR � ......................................................_............... ,.,,---__.............................................._......................._.,........_....._.................................................,.............. N HQ HEP,T DETECTOR � � ......... ......................................_:........................�..................,.....,.._.. ....,.... .......:. ....:.... ......... ......... .......... Q F FIRE AL,4i�M F'iJLL STATION � ..............._.....,...�... ..............................�........................................... .. ., ... ... ... ..... .._ ..._..... .,......... ...,..... ..,. ...... FlI�E ,4LARRA STROBE W .............. ...._.....,...._.,.,.....,,,.....,....,,..,.,..._....,...,,, ..,.....,,.,._,_.._.,,,.,,,__. .,...,,..,....,,..,,...,,,...,,.,, ....._..., ,.,,,..,., ,.,.,.,...,.,...,.,.,......._. � �H FIRE ALRR� COM �O HORN/STROBE c� ................................................................................................................................ ......... ......... .........:...................................,....... % � �AT}-IER P�OOF -o .............................................................................................................................:..............................:................:......:............:....:................................._... � C � / O C� W I � 5� B. D. RESPONSES 08.12.2010 � 0 � � ADDENDUM 1 07.16.2010 °' 1 FOR GONSTRUCTION 06.:30.2010 � 0 � � o ISS. # DESCRIPTION DATE ' � � 0 ARCHITECT'S PROJECT N0. : 2 'I 064 .00 � N � � r � � � m . � � � � � � � � � �� - a 0 � � Shaner Life Safety � 0 . . . J . � � � � . . .. .. .. � . . . . � . . . � � . PO Box 10T3 Phans 070.�00.9062 O Q FYbc0. Cdaatlo 8DM3 Fmc 870.797.1�6 SII G43Tl1Ef � � � � FIRE .,.� � � EA U D I N PROTECTION � COVER SHEET � �j ANZE � � Consultin En meers Inc. � a g �� , 9 m VaiC (970} 949-6108 COPYRIGHT2009 � Lake Tahoe: (530) 550-7334 project No: 8828.Q1 � Denver. (303} 278-3820 - � Fort Collins: (970) 221 -5691 Albuquerque: (505) 323-9070 www.bece.com .. ..:, _ ��, .� '.,.. __.. __ __ _ �, � � m . m.M_. � .x_ _�_...� —__._. � _�____�M � -� > , � . .�,..� �.�,:� ...,. . . ..� ��._.,�,.�,�„ .�__5,�»-� ..n �p,. �,m��.�.� ��. ....__.. . _ -_ _ - - _ — . __� _ � • ' � . '' 1 . FIRE ALARM SYSTEM SHALL BE DESIGNED IN � ' . ° � �GCORDANCE WI1�H NFPA 72 AND VAIL FIRE & . � • $ EMERGENCY SERVIGES STANDARDS. � �� 2. �EVICE LQCATIOIVS ARE SCHEMATIC ONLY AMD : . ARE INTENDED TO REPRESENT DESIGN INTENT. . � FIRE ALARM CONTRACTQR MAY USE DISCRETI4N � .� � IN EXACT DEVICE PLACEMENT. � . ' 3. PROVIDE 4 SETS OF SHOP DRAWINGS AND " • • EQUIPMENT SUBMITTALS TO ARCHITECT AND FIRE � . . • ! PROTECTION ENGINEER FOR REVIEW AND � ' ' ' ' � ' A9'PROVAL PRIOR TO SUBMITfAL TO VAI � FIRE 8c EMERGENCY SERVICES. copyright 2010 4240 Arch itectu re I nca F LAG N OTE � . OWNER TOWN OF VAIL ' = �1 FACP LOCATION IS SUBJECT TO APPROVAL BY DEPARTMENT OF PUB�IC WORKS ' i/AIL FIRE & EMERGENCY SERVICES. 1309 ELKHORN DRIVE VAIL, CO 81632 � PROVIDE WEATHERPROOF HORN /STROBE t: 970.479.2158 OUTSIDE FOR GENERAL ALARM NOIIFICATION ARCHITECT 4240ARCHITECTUREINC ; TO OUTDOOR AREA. 3003 LARIMER STREET DENVER , CO 80205 ' t: 303.292.338� f: 303.292.3113 CIVIL ALPINE ENGINEERING INC. ENGINEER 34510 U .S. 6 UNIT A9 � � � � � � � � EDWARDS, CO 81632 � t: 970.926.3373 f:970-926-3390 SURVEYOR PEAK �AND CONSULTING , ING. 1000 LIONSRIDGE LOOP i i i i i i i i VAIL, CO 81675 t: 970:476.8644 STRUCTURAL MARTIN/MARTIN, INC. � � � � � � � � ENGINEER 12499 WEST COLFAXAVE. 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E1�� e�:L� ``�� C _ �� ,� J � �� 9 � � �� , � �,�� ,�� s .-�� — — — � � — — - - � — — — : — _— — — — � -- — —— '" � —— — --- ;. �� . � � � � — ) � � � � � — � � � — � - ._ — — � — � � — � � � — ( — � ( � � ( � — � ( � — ' , . ; �� copyright 2010 � . . . . . . . � ��m � � � a _ _ I I � I ( I _ ( ( __ —_ — — � � � � . . . . _ =— s � --_— � �= �_ = i � — � �--- � � � _==� � q.�q.o � rch itectu re I nc . � � � � ___ — — � — — — — — — — — — — — — = � = _ _ _ - .. - � ' — — — �° — — — — — — — _ � � — — — -- — —�� ' ' OWNER TOWN OF VAIL , — — — — — — �� e — — — — - — DEPARTMENT OF PUBLIG WORKS _ > > : _ �� . � — — - --- —�� 1309 ELKHORN DRIVE _ � — — — — . I — — — — — — — — . � �t — — — — — — — — , ; _ _ _ � ; — — — �— � ' ' VAIL, CO 81632 � ' � ` � � , � - , a— — — — — — — -- — : — _ � , � . — — _ � — — — . � � � � � — �: 970.479.2158 — — — — — = _ — — �� : � � � a � , — — _ — — — — — — _ _ � — — — — = — � — — — — � : � — — — — — — — g _ — — — — — — — — _ �� ARCHITECT 4240 ARCHITECTURE IN — — �� C — — — — �"° ' — — — . � ______ � � � — —— — — ---- — — �� `� — — — — — — - — 30Q3 LARIMER STREET _ � _ „ � . � � � � � — — — ` .. T � — — � — — DENVER, CO 80205 � _—_— _ , — — — — � ': — — — — — — , o — — — — t�� - : � —_ — — - — - — ; � �, — e — — — - -- — t: 303.292.3388 f: 303.292.3113 — — — — — — — — � ', ! — — — . � i — NEW CONC . RETAINING _ _ — _ _ _ ` EW CONC . RETAINWG - — — — — — — CIVIL ALPINE ENGINEERWG, INC. . ; � , WALLS W/ FORM LINER � = — — — — a - — � WALLS W/ FORM LWER _ _ = a - _ _ _ _ --- — _- - ENGINEER 34510 U .S. 6 UNITA9 N - - - - � € Q _ TEXTURE. (INTEGRAL COLOR - — ' � — — — - _ � — — — — — TEXTURE. INTEGRAL COLOR — - � ' ( ) _ _ _ _ EDWARDS, CO 80205 _ — � � a• RE: CIVIL RE: STRUCT. — — — — — — — � _ , — —_ � ) � ) � — — — — — — — — (RE: CIVIL) (RE: STRUCT.) — — — 970.926.3373 — — — — - — � �'F — — — — — — — �, — — — - — — — — - — � ' _ - - — _ SURVEYOR PEAK LAND CONSULTING, INC. � — — — �" , � : :" � — - � — — — — — -- � ' - . ' — — � � _ — � � _ _ _ — — — — — — � 1000 LION HEA — — — — — P — — — — — VAIL, CO 81765 DAMPPROOFING WI DRAINAGE PANEL. — _ — _ — —_ —_ — — — — — — -- — ---- — _ DAMPPROOFING W/ DRAINAGE PA�I � L. �b — — - - — - EXTEND DOWN TO FOUNDATION — — — - — — — e� � — — _ _ _ _ _ — _ 970.476.8644 � EXTEND DOWN TO FOUNDATION — — — — - — — — ' � — — — - —�^ � � _ � _ DRAINS (RE: CIVIL) TERMINATE LANDSCAPE MARY HART DESIGN — — — — — �� DRAINS (RE: CIVIL) TERMINAT� — — = „ — — — — — — — — — — — — — — — — — — — ' ( . . � �, DAMPROOFING 2° BELOW GRADE DAMPROOFING 2 BE�OW GRADE � — POST OFFICE BOX 8258 — — — — — —— : �, � --- -- — — —_ — ------ - — — — — - — Q� - — - - � ' BRECKENRIDGE , C0 80424 , — — — — — — - — �'� — — — - — — — — — - SSAWCUT S�AB & ' t: 97 .4 _ — — — �, , 0 53.5878 — — — � 4 — — — ` : � � � � � , �� . — — — — — — T — — REPLACE WITH ` ' ' — — — — I � � , STRUCTURAL MARTIN/MARTIN, INC. — — — - — — �� — —— — — — - — — REINFORCED ENGINEER 12499 WEST COLFAX AVE. ' _ ^ _ _ _ _ _ _ _ _ � . — — - — — - ' CONCRETE SLAB I � � � _ , . FLUID APPLIED WATERPROOFING =_ _ — _ — _ _ �� . FLUID APPLIED WATERPROOFIt�C� ° — _ _ — — — _ — — — LAKEWOOD, CO 80215 — — — — — — � ' � � I — — — — — — — — � _ ' ' WITH SNOWMELT; ; _ Wl DRAINAGE PANEL. EXTE D — �— — — N W/ DRAINAGE PANEL. EXTEND DOWN TO FOUNDATION DRAIN — _ — — _ — — — '. , v °' � .- - -- — — — —_--T — - � , . W! LOOP ' j; t: 303.431 .6100 S _ _ _ _ _ _ _ _ � �-�'' �t�� ?� DOWN TO FOUNDATION DRAINS aa ': 'DETECTURS FOR (RE: CIVIL TERMINATE WATERPROOFING — — � ' — - — — — MEP �EAUDIN GANZE CONSULTING � v ` - ' ' FUTURE ACCESS ' ) — — ———— — — , � � ; � (RE: CIVIL) TERMINATE WATERPRC�OFWG ,- - -_ -_-_ — — � � — I I — ENGINEER ENGINEERS, INC. 6 BELOW GRADE. '' � ' — MACHINE. (RE : ; � 6 BELOW GRADE. — — — — 110 E. BEAVER CREEK BLVD. — — — — — . - � — � � — 1� —_--- -- , — — —— — — , �-, ,� � � � �- . . ' GIVIL) , SUITE 202 — � — ; 1 ' - 0" STRAIGH�' _ � AVON , CO 81620 — — — . .- ,, . . a ! _ — ° , - . : -, e — - — , _ �� — — -- �, .-�-�=�--`-- . . - a . � � � - ` - _ t: 970.949.6108 — — - - � - — — o- - _ C � , . : - gEFORE ARC BEGINS\ � I � — , - - G E — — � a - — - — — : °- - ——— — � - . < ' a _� 4= a a — � —— - — — � . ; a � � , — — — — . a: 1 � � - � p - — — � ° 1 � , ° '. �p ` : STONE VENEER — — — — : ON CONC. WALL ,., � , �..,, �.. . `�' -..� � ,� . � _ �° .-.I,. ) � _ _ ' � �I � � I �- � , - = : ' ' � � . � �—� � � I =1 �� ; � ,-� A331 II , b ` A331 _ o a � � � r . . . , • : . . . . . : . - . a. , ,q< , - � ; (INTEGRAL COLC)R) �.,. __. _ _ _ �. . - � � ' a . . , . , . - , � ' - p . . � � . . � . 9 . - �� , a . .. � - � � ' . , , . -. a , on .4 , a. . . " • _ p - ;Q. " , _` a a :_ Q� Q. . - � . .."a t ;�,�� - . _ " "'�� da �4 . . . . . , . . , . , . � � � . . �� . �c 'a ' °. � . . n . 4. cn . , ' . "a - . a ' . ' . � •" . , a ', a , aa . ,, a . 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PIIASTEtS TYP. ii � - ,* TRENCH DRAIN , q i NEW HANDRAILS (IfVTEGRl�L CC�LOR} � - (RE : CIVIL) A320 i 36" VERTICAL ' A320 � (RE ; STRU�T.} LINE OF NEW STAIR ABQVE --ii �± _ � � � � �[ 2 �IN � OF STAIR AB(�VE --i ABOVE TI�EAD 2 �- - -� - - � � � � A330 i - NOSINGS . RETURN ; A330 — - - - - — - - - — - - - - � � i � i � � � � � � � �EXTENSI(�N TC) - , - � � - � I� STONE VENEER ON NEW CONC. NEW GQNGRETE STAIR W/ i � i� � Q � � � � ��, FUTURE CONTROL i SNOWMELT (RE: STRUCT.} i - - - - - - - - - - GUARQRAIL. (l"} �ri�, STC�fVE VENE�R i� - � F- V G RETAINING WALL. (INTEGRAL (RE : MECH .) � - - - - - _ _ �fr�4 F�L4NTER WITH ACCESS MACHINE i ii - - � , � Z W � COLOR) (RE: STRUCT.) i i - ' ' ;.,.° ' ��• AND GATE. (NIC} i ii _ � � � i - - - - - - - - - - NEW HAfVDRAILS 36" VERTIC/�L. ABOVE �5l�; _ Sl°47NE GAf�. � ii ( � � � STONE VENEER PLANTER NEW GUARC3RAIL TYP. i � - - - - - - - - - - - >, �cr � i� - � � WITH STONE CAP. 8 1 /2° FROM FAGE OF � i - _ TREAD NQSINGS. ATTACHED l'Q WALL. ° , � ST(�NE VENEER ON � EW CONG . M ��dAN ° - � � I.L W W — WALL CAP TO CL C)F � � - - - - - - - - - - - MAWTAIRI 1 1 /2" CLEAR SPACE „ T NEW CONC. , �� _.. :._ ' c� I �"' H s�' i 6 CURB W/�` (RE : CIVIL) i ii � GUARDRAIL POST' A331 i _ _ _ _ _ � BETWEEN FACE 4F WA�L AND 1 '-0" GUTTER � ' - 0" STRAIGHT' RETAINING WALL. i ii _ , � � � � � � C. I . P . CONC . WALL CAP . F HANDRAIL. RETURN EXTENSIQNS T(� 42� _ 3 1 �Z (INTEGRAL COLOR} 4� _ �� 2� _ � � 12�� ii = __ � � � � � TYP 3 � i WALL (T} (RE: CIVIL) BEFORE ARC BEGINS =_ I I (RE : STRUCT.) � ° _ _ � " .; ' = Q � Q NEW HA(V �RAILS 36" VERTICAL i EDGE OF EXISTING � ^ � y = i _ _ - - - - - - - - - - - - i - CONC. PANEL v '� � \ y i i ABOVE TREAD NOSINGS . , - - - - - - _ � � � � � RETURN EXTENSIQNS T� SLAB ' � o � a - - . . I � � �, r ; � � � . TYP. (T} � . Q, _a EQ EQ � .� - ,a ,, . , a . , _ a . : � < ,y Q< .a 2�, a�� W . . . � � _ _ ` . - - , : . . : .. • - I _ � CP� . . . .__� . �1 , -_ NTS} Q , o . . T. O . CONG. a : p _ _ _ -�-�-�----�. _ „ - � 4� _ p„ � � 'a , 7i �24 �p �,�.� _ � m � � � � � � o - � � - . . � !�i �,c� ? �/ 8162' - 6" � .� � � � � .� � � � � � � � � � - .�° a .. . � � � � - C „ � _.. , .- .� � .._ ..� � �_�._ ,q � STONE VENEER _ — o �, r., -- � RELOCATED STANDPIPE O � � � � FLUID APPLIED WATERPROOFING � �� p�G< r� � A361 � � � � � � ON CONC. WALL � � � _ — °' - _ — o = , � � � � W/ DRAINAGE PANEL. EXTEND � �ST �'9/� �< "� � � " 0�� C � RE�OCATED STANDPIPE � (INTEGRAL COLOR) �, — =N _ — Q° � '�� W � � � � � � � DOWN TO FOUNDATION DRAINS � � � � � (RE: STRUCT) � _ � _ � ' EXISI"ING PEDESTRIAN ( � � � � � � � (RE : CIVIL} TERMINATE WATERPROOFING � ��< �� ! � � � � `�' __ - �� ' � � � � � � 6 BE�OW GRADE . �� A331 � o � � /�LIGN TOP OF TOPPIfVG iLAB � FLUID �APPLIED WATERPRC�tJFING � _ _—i � 2 � •� y�, T.O . CONC. 1NITH EXlS1'ING GARAGE T�PPING W/ DRAINAGE PANEL. EXTE�ID � � � — — � � �� NEW HANDRAILS 36 VERTICAL ABOVE a ' 0� � _ �� SLA� ALC}NG ENTIRE (OPENING EXISTING SL.AB- " � � � 8162 3 � � DOWN TO FOUNDATION DRAINS - � � � EXISTING WALL �� TREAD NOSINGS . RETURN EXTENSION TO �� - — �. � ON-GRADE, WORK � � � � � � � GUARDRAIL. (T � � � Q ' � � , � (RE: CIVIL) TERMINATE WATERf�RC}QFIf� G � — - � � LIMITED TO � � � � � ., Q ,�` � �T.t�. GONG. '�� 6" BELOW GRADE. � — � � �� °' � � � � � � � o� �.>. � � , � _ � �� RESTRIPING � � � � � NEW GONCRETE STAIR STOP M � N o � ,� �EXISTIfVG � � � �� 13' - 5" �' 7' - 5" SNOWMELT OF UPPER LANDING ~ ��` ~ � V. LF . = - � AT TOP OF STAIR (RE: STRUCT.} � ^� ^ - ° - � - F TO FAC OF STONE VENE�ER � � ' - , o� _.�. T � (RE: MECH.) � � �� ,� o . — -�� .- __--� - _ _.�� E - F �a EXISTING CONC. WALL. (PAWT TO MATC 6 � I w � � � �N _......._. NEW STEEL ' � � � ( � EXISTING GARAGE) (RE: A320) T. C?. CONG NEW GQNC . Tl3PPiNG ��-� �G G�� . �q�L COLUMN W/ 2HR � � Y- SLA� W/ SN�WMELT ON � 8161 ' - 0° INTUMECENT PAINT � ' RIGID INSULATIOt� . SLOPE TCD �XI�°fING G�,S MET�R � GOATING . , '� iO EXISTWG PLANTER 4 A331 DRAIN D�WN STAIRS. SL(JPE 1 :4� COLUMN FURRING : ! 5/8° GWB ON 2 1 /2�� NEW GUARDRAIL � MTL. FRAMING . �� EXISTING DOOR 10 CGD 05 9 .27.2010 NEW CONC . TOPPING `` `PROVIDE METAL �EXISTIfVG iTORAGE '�;,� AND FRAME. - NO WORK 1 FOR CONSTRUCTION 6 . 30 .2010 SLAB SLOPE TO NOTE : COLUMN LINE PLACEMENT GCJNTRQLLED �Y WALL GUARDS , AREA - NQ WORK "� DRAIN UNDER EXISTING � NEW HANDRAILS 36" STAIR ABOVE AND STRUCTURAL �ETAILS . FLOOR TO CEILING ISS. # DESCRIPTION DATE � .: t . � VERTIGA� ABOV� °fREAD VERIFY STAIR LOGATION QfV 2/A301 PRIOR TQ E TING DOOR PLANTER AND DOWN EXISTING !"' -- -- STAIR. SLOPE 1 :48 (EXCLUDE CV �SINGS. RETURN COLUMN PLACEMENT, AND FRAME . - NO WORK ARCHITEGT'S PROJECT N0. : 2 'I O64A4 . . � � � � �� TRAFFIC COATING) � � � �XTENSION TO � � � � � �� ,�"' � ' � � � ' (RE: STRUCT.} GUARDRAIL. (l"} RE: 6/A202 • SI (VI . 1 � . � : � � � _ 3 RISEF�S a� 5" E�. ^�� 2 THR�ADS a(�,'} � '-1 " EA. - ' �,,�� [VEW HANDRAILS 36" VERTICAL " ` � ABOVE TREAD fVOSINGS. REl"URN EXTENSIONS TQ SLAB �� T��. �XISTING WALL" �T) AN D �� STAIR - NO ALIGN TOP OF TQPPING WORK THIS AREA' ; SLAB WITH EXISTING TOP OF STAIEt �� , KEY PLAN : , _ ___�______ _______ : : AREA C � FL�OR PLANS ' � ; . � � � � � ; � � � � � � � � � � � � � � � � � � � � � � � � � � SW STAIR - LEifEL �2 � � � � � � � � � � ;. . � � VV �TAIR � - LEV � L � 1 � � � � � � � � � � � �� o � SGALE: 1 /8" = 1 '-0�� r. SCALE: 1 /8�� = 1 ,_�� 0 . N . . . . . . � . . . . . � . � . . . . . . . � � � �. . � . . . . . . . . � . d' . . � . . � . . . � . � � . . .. . 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OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE ' VAIL, CO 81632 970.479.2158 ARCHITECT 424Q ARCHITECTURE INC 3003 LARIMER STREET �' � DENVER, CO 80205 t: 303.292.3388 f: 303.292.3113 CIVIL ALPINE ENGINEERING, INC. ENGINEER 34510 U.S. 6 UNIT A9 ` EDWARDS, GO 80205 ' 970.926.3373 _ f SURVEYOR PEAK LAND GONSULTING, INC. 1000 LIONSHEAD LOOP ' VAIL, C0 81765 970.476.8644 1 LANDSCAPE MARY HART DESIGN R1Eit1l PAVER POST OFFICE BOX 8258 A331 �A�K ��: � - EXISTING CONC . WA�L BRECKENRIDGE , CO 80424 ° t: 970.453.5878 A2a4 ; ;Wl R1EW PREFINISHEQ SHEET METAL WALL STRUCTURAL MARTINIMARTIN, INC. SLCPE PAVERS 6 � 4 `' 'CAF AND ENDS TO ENGINEER 12499 WEST COLFAX AVE. TO )RAIN THROUGH ,4LIGRl � MATGH EXISTING . LAKEWOOD, CO 80215 WAL SCUPPER . t: 303.431 .6100 , SLCPE 1 :48 � � � � ' ' ' MEP BEAUDIN GANZE CONSULTING �... a � ALIGN TOP OF PAVERS WITH ' � �XISTING GARAGE CURB ENGINEER ENGINEERS, INC. SCUPPER �' � ALONG ENTIRE OPENING 110 E. BEAVER CREEK BLVD. SUITE 202 �. � — _ AVON , CO 81620 �- E t: 970.949.6108 SL(3PE �, ', � � _ A340 0 TO DR,�IRI � � oa � D� T.C3 . GONC . ` EDGE OF CONC. STAIR � � 8174" - 9" ' � STRUCTURE (RE: STRUCI".) � � T.O . EXISTING CONC . � ...1 � � � f�(V CURB V. LF. �__,�,�_ � � ° 8174' - 9 1l2" �' m C/� � ~ � Z � - � � � � ' � y W � 1 ° � N �' Z '"��' � A330 NEW HANDRAILS 36" � � ( Q {y� _ VERTIGAL AB(3VE T. O. CONG. `- � C.,� � ►�'�' —� TREAD NOSWGS. o �, Q � RETURN EXTENSIQN $ 169' - 0 1 /2° �°" � � � _ (O GUARQRAIL. TYP. , NEW HANDRAILS 36" VERTICAL ABOVE a � � � G� � EQ ' E� ' TREAD NOSINGS. ATTACHED TC? WALL. � � � � A320 = 2 � MAINTAIN 1 1t2" CLEAR SPACE � � � � O ' BETWEEN FACE OF WALL AND W � � A330 `- HANDRAIL. ATTACH 4'-0" Q.C . MAX. �M C.'= � O� —� 0o RETURN EXTENSIONS TO WALL. (T) CC Q I..1� NEW HANDRAILS 36" �ERTICAL DN � Z � � V �-- NEW GONCRETE STAIR AND LANDING ABOVE TREAD NOSIf�S . CA RETURN EXTENSIQN� TO SLAB ` WI SNQWMELT ON 2" INSULATION . O � ^ Q ; SLC?PE TO DRAIN DOWN STAIR. MAX � � � � J � TYP. (T) � SLQPE 1 :48 (RE: STRUCT.) (RE: MECH .) � � Z T. O. CONC . ca i.� _ G ~ � , P � NEW GONCRETE WALL �' Z � 1° � . 8168' - 10 1 /2° � U� ' (INTEGRAL COLOR} � ¢ � O a- (RE: STRUCT.} W/ � PREFINISHED SHEET � ^ � C/� � i 'METAL CAP FLASHING . 4� � \ � � � ' " `a ,��-.�.-...- -----....--- EXISTING WALL � � W ' T. C}. CONG . � m o � 162� e �� ' RELCICATED STANDPIPE � 'i 3' � 11 3/4° � W � STAIR ANfJ I�I�NDI �IG BELOW EXISTING WA�L W! NEW ' � PREFINISEND GAP ' FIr4SHING T� CORNER � - E - F � � A331 ( 10 CCD Q5 9.27.2010 1 FOR CONSTRUCTION 6 . 30.2010 �,, ISS. # DESCRIPTION DATE ARCHITECT'S PROJECT N0. : 2 'I 064 .04 � 1 � , - -_�� ,, . KEY PLAN AREA C FLOOR PLANS � : > . a � � � N . � w - � 1� � TAIR - LEVEL 3 0 � o ' SCA�E: 1 /8" = 1 '-0° � .. N . � . . � . . . . � . . . . . . . . . �. . . � � � . . . . . . . . . � . . . � . . . . . . . � . � . . � . . . 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'� g�',�," �'; � � � � �0��/� � � � � � � � � � ' � ;) copyright 2010 q.2q.o Arch itectu re I r� c . OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL; CO 81632 970.479.2158 ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ' t: 303.292.3388 f: 303,292,3113 CIVIL ALPINE ENGINEERING, INC. ENGINEER 34510 U.S. 6 UNIT A9 EDWARDS, CO 80205 970.926.3373 SURVEYOR PEAK LAND CQNSULTING, INC. 1000 LIONSHEAD LOOP VAIL, CO 81765 970.476.8644 LANDSCAPE MARY HART DESIGN ' POST OFFICE BOX 8258 BRECKENRIDGE, CO 80424 t: 970.453.5878 STRUGTURAL MARTINIMARTIN, INC. ENGINEER 12499 WEST COLFAX AVE. - LAKEWOOD, CO 80215 t: 303.431 .6100 MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK BLV0. SUITE 202 AVON , CQ 81620 , t: 970.949.6108 � s , � � Z � ' � � J � 1�� m � � H � z � � � � � L� z W o- �vC = NEW CONC. 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GHANNEL ' � �"_`�' WATERPROOFING W/ A360 . � ;. _ �--- ISS. # DESCRIPTION DATE "° � � ° 8161 ' - 3 1 /2�� DRAINAGE PANEL. SIM . MIR. �.a Q . � ;� � �,; � � ' ARCHITECT'S PROJECT N0. : Z1 O6A� .Q4 EXTEND DOWN TO � - a " - a � OPENING A360 -� EXIS1°ING F' EC?ESTRIAf� FOUNDATION � e - :. - � a C1 GARAGE s � - ,;' �-- — — I ENTRANC� TO �HPG L3 DRAINS (RE : CIVIL) . TERMINATE � �� ' � �; ° . � — — — — o _ � e - — — — — WATERPROOFING6" _— �. ', -, • .. :, _ �a � � . — — � _ ___. �,� �� BELOW GRADE. � : �� — " " � --1 — — — — — — — —I— — — !5 ,. ,, ,° -. � — _4 _ � � - ' : °a � :. , , ' ."; . i : :, ,- •• .: ,•; • : , , • : � -: . • . ,_ , . . : ., . � _ , , , ,, , , , , , , ,, ; , . 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OWNER TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS ' 1309 ELKHORN DRIVE ' , VAIL, CO 81632 970.479.2158 ARCHITECT 4240 ARCHITECTURE ING ', 3003 LARIMER STREET DENVER, CO 80205 ' t: 303.292.3388 f: 303.292.3113 GIVIL ALPINE ENGINEERING, INC. ENGINEER 34510 U .S. 6 UNITA9 EDWARDS, CO 80205 970.926.3373 SURVEYOR PEAK LAND CONSULTING, INC. ' 1000 LIONSHEAD LOOP _ VAIL, CQ 81765 970.476.8644 LANDSCAPE MARY HART DESIGN POST OFFICE BOX 825$ BRECKENRIDGE, CO 80424 t: 970.453.5878 STRUCTURAL MARTINIMARTIN, ING. ' ENGINEER 12499 WEST COLFAX AVE. I.AKEW00D, CO 80215 t: 303.431 .6100 MEP BEAUDIN GANZE GONSULTING ENGINEER ENGINEERS, INC. 110 E. BEAVER CREEK BLVD. 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S� M S212 ( LAKEWOOD, GO 80215 t: 303.431 .61Q0 f: 303.431 .6�6� �?- i p` MEP BEAUDIN GANZE Ci7NSULTI�� ENGINEER ENGINEERS, INC, ' 110 E. BEAVER Cf�EEK ��TE 202 � AVON, CO 81620 ; '� Q � i2" _ � '-o° DI / DO 1NTERIOR WALL - SOUTH �� ' ' ' t; 97Q.949.610� av,�,� , g I I � � S312 � � , � � � � � � , A I 4,'0„ � i i ' � i i � s W $ • • � �, � ' #6 HORIZ @ 12" , EA FACE I I � t,.� W . . � � , � � � � ' ' � � �7 1 '-0° ' � � � . . I I ' � � � � � � � � � � � ' ' PAVEMENT, SEE CIVIL , � � � . . I I � � � � . . � , a � z � w o � , „ _ _ _ _ _ _ _ _ _ _ _ _ �. _ _ _ _ _ _ _ _ ____ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ � � � � � � � °� � #5VERT@12 EF I I - - - - - - - - - - - --� - - - - - - - - - - - - - - , � � DOWELS TO MATCH ' � � � „ � .- � VERT REINF � � #7 TOP @ 12 z �— Q � � W/ �TD HK � a. � #7 TC�P @ 12° TOF � � �' . . (E) TOF . . . ° � W/ ST� HK , EE PLAN � � � 1°° � VIF � ; #5xCONT � � • • #5xC(�NT T�� a 12° �, � � � �.. �,�� T�B @ 12" �. . . . • • • f O 9 O � • • 0 � � � � � � � �,. � � � � � . � . � �OM @ Vn ta � 8 .. , � � , � � V / 1 „�� SEE $ C.� � S212 � J v 1 � �1 ' '� '� � i2" _ � '-o " DI / DO INTERIOR WALL - NORTH � 3�$" _ � '-o ° � F. IVE IN / DRIVE OUT � RI � C� E � E� fVI SEE � NOTE: � S212 BEAMS IDENTICAL j 6 ALSO � 4" TOPPING SLAB ON RIGID , � o CCD 05 a�.��.2070 52 � � INSULATION W/ SNOW- � , 05 B.D. RESPONSES 08. 12.2010 ( � MELT SYSTEM (SEE ARCH), I ' � , �� ( 02 ASI #001 07. 16.2010 � - - #4 @18 EW, EC � , I - � #� @ � 2��C, �J°� ,EC , „ , 01 FOR CONSTRUCTION 06.30.201Q � L5x5x1 /2x1 -4 W/(2)3/4 Q�xO -6 � � � � HDAS & (2)3/4"f�x0'-6 SCREW -- � � ANCHORS �,}Q 4�-Q ISS. # �ESCRIPTI�fV DATE � � ' ARCHITECT'S PROJEGTNQ. : � � � � �.S.O� � • • • • • • • • • • • • � � � • a • o a� a ar • � e • o - . ° . . STIRRUPS @ goe EG o • • • • _ N � . � o . o ______ #5 � s��oc, Es , Ec �- N . . . . S213 � °' Y ' ' #6 @ 12"OC �OT,EC " (2)#4 DOWELS @ 12° ' ' z o INTO (E) WALL vi � - - - - � - - - - - � � � � . . � #5 @ 12"OC TOP,EA END, EC �._.� - - - - - - - - - - � z ' • � a - EXTEND REINF TO - w BACK OF WALL AND CIP CONCRETE BEAM . ` 2'-�'° � (7) #9xCONT BOT, EC 7 #9xCONT TOP , EC ' W Q � � PROVIDE STD HOOK, DEPTH VARIES , SEE g � ) � � TYP T&B REINF S212 -- CIP CONCRETE BEAM . � DEPTH VARIES, SEE 8 #7 HORIZ @12", EF KEY PLAN S212 ; �...� __��._ � � o '�'-' #7 VERT @9", EF � W � EDESTRIAN �1tALKWAY DETl�II.� � � z � 0 � N Q � r `;r f� �- � V ° z � o � i2" _ � '-Q ° DRIVE IN / DRIVE OUT ABUTMENTS � j2" _ � '-a" DRIVE IN / I �l lJ I ° � � o � � aW � � -- __ -- -- _ _- -- - _ _ _. _ �...��,� . _� _ �q�� _� �� _—_ _ - - ----- _ ____�_ _ � _ � . _ _ . . ��.ro�.. �.�� .� � 4. _� .�. ��,�� m�..�.� ri� ��:� --- - - --� � o � , . 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N MAXIMUM ALLOWABLE - - - - `" 5 - - - - ' - � ' l` Y = SLOPE = 1 :6 TNV SEE S213 = — — � � � � o ' ' I—) SEE ARCH FOR INFO NOT i i — i i i — i i i ( � � " - - - - , , NOTED �' • ; ; �e copyright 2010 ' � � �,,.-�°--- #6 HORIZ a� 12 9 EF L a� — — W � � ( , , 4240 Arch it� �tu r� I nco ,..- o — iii — iii , , , � � • ' � � � y-' #6 HORIZ @12°, EF ( QWNER TOWN OF VAIL � a� , U � , , • • � � D309�L HOR DRNE L!C �lVORKS ' � #9 VERT @ 6° P IF VAIL, CO 81632 I = 1 I 1 = 1 I 1 = t: s7o.a�s.2� 5� • • — , , ARCHITECT 4240 ARCHITECTURE INC — I , #6 VERT @ 12° � F '41>,: ' . d •cf a�"; ` :e;."v:'sa; ."* Y: �;,� '_ s o � � 3003 LARIMER S7REET i i • � �bar: �'� wJ a � rn � ' Y •� a t• '��r � � I — ) I I — I I ° , �: � .m • y •, .. , s.:= . •°•'>^a..3 : -.=; :g DENVER CO $0205 , .; ., :o = � �;-, a .. . -^ - .,, : • .��:; .. . 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Q � _., _, . s . , , � . ?; . �: , , . ` b� tR ,: �.� . : � . • DOWELS T� MATCH 0 e �r� *'' • 1 �� ^ l a t• + Q �e S ' ��t ,p� , d ar��' . • �� .e �� • � 1� (�PT r ( �� -n' a W ! m°� ' +a.r �.ti�Y . r+ D �4 S � �. . i- � �� J . � � ° •. rw 1 .�00� 6� bA4' � • ` ,�� w �• . .. STRUCTURAL MARTIN 1 MARTIN � �' 1 -6 WIDE (MIN) FREE • �. ;;, m�� t �. .;;,; �f:� ,• ' ' VERT REINF ENGINEER 12499W. COLFAXAVE �, /�/1 � . � • 'GO.°r.� `�� y. :Y � �r � O' � � �'4 i . . ' p. d�� , M�aaew+ �;` t P , �e � I I w DRAINING GRAVEL SEE CIVIL •:, :•. ? y. ;- ..• .� , ,-.: . ..o.: PLANTER WALL, .~, ,`�; � • : :• :� •.,-` .. .`. ` . ' = .. . . .,. • •- • -. 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INSTALL WALL EXTENSION ON WEST AND NORTH SIDES HANDRAIL & CONN �� 2"� �319 � o cc� 05 09.27.2010 5 . BOND-BREAKING MATERIAL �Y SUPPLIER �� '� 9 6. INSTALL NEW CONCRETE SLAB 2,_0„ (DEFERRED ; �� a m o5 B.D. RESPONSES os. � 2.20� 0 a 7 . INSTALL NEW TOPPING SLAB AFTER CONCRETE SLAB HAS CURED (N}4 TOPPINC aLA� �UBMITTAL) � . m - � T/HARDSCAPE ,-� 02 ASI #Q01 07. 16.2010 � , 7 _ e - - - - - a DEM4 SEQUENCE NOTES: _ _ _ _ _ _ T/ T�PPING SLAB C12x20.7xCONT � S300 � VARIES o � FOR CONSTRUCTION ��.so.2o� 0 a' #3 STIRRUPS @ 5" — � - - - - — - - — - - — - - — - - u - � gEE ,q� �� -� �7�� ISS. # DESCRIPTION DATE � 1 . DEMOLISH EXISTING STRUCTURAL �, J � SLAB PER ARCH DEMO PLAN . �� U ; N - - ARCHITECTS PROJECT NQ. : � '� � 'I �. S.O� "' 2 . DEMOLISH EXISTING 16x30 BEAM ' ` `— #5@12° HORIZ EF � � o - - ' �° � ABOVE ELEVATION $ 161 .50 STK HOOK — � - - � 3 . PATCH TOP OF EXISTING 16X30 BEAM � N , � #5@12" VERT EF ; c�v T01 " DEPTH �@12 • o `�' #4xCONT C° �i � � 6 a' 4 . PATCH ALL EXISTING CONSTRUCTION z o DAMAGED DURWG DEMOLOTION . �� "' „ � �, � L5x5x1 /2xCONT 5300 � . . w � _ T/(E) WALL 9 � . � z N ' ~ 7 1 /4 VIF z a �, � ' � � EMBED PL (E) CONCRETE � � � ' I T/ E STRUCTURE S300 ,,, W ( � �160.75± , VIF 3/$x6x0'-6@24° �--� WALL, VIF '-- ROUGHEN � CLEAN 0 0 , , W/#4x3 -0 A706 SURFACE. APPLY � � (E) STRUCTURE, VIF. BONDING AGENT #4@12° � � SEE DE1�0 SEQUENGE . _____�,,, �_.._.__.._ __ KEY PLAN � � _.._._.. c� (2)#4 SIDE BARS, TYP ES ; ; (6)#$xCONT T��. � w i i PROVIDE STD HK EE � STEEL COLUMN CAP PL i i � � DRIVE IN 1 DRIVE �U°� ��`�"n.� �,.� � � 1 (WHERE OCCURS) . ; i �OND BREAKINC _ _ N � Z RAISE BOTTOM BARS AS MATERIAL � 1 � � REQD OVER CAP PL 5HORE (E) �TRUCTURE , � � � ~ 1 " = 1 '-0" NO SGALE � z � � 12 � � �2" _ � '-o ° STAIRS - DISCOVERY ( CONCRETE ) DRIVE IRl I � RI \/ E � tJT HAN � I�AAaIL � E1/� 1n/� LL/� L�O� a� � l"AIRS � � � o ° � o.. w � _ :.. _ _ � u . �� _ . --- - - -�....� m.�.__ �.� �� .Pe�� ;� _._---- __ � _ __�___a � , � o � ° : WQ � • . � � W � � � �� w , �/-�+ : � ; � f �, y � � �� \ t ryYF6@ � 1� f:�'f �� ys� t `�, 1 ��.�4 � � � � z • � �.,.:a �� ""° v ,� �`c�,3 r �, � 3/4"�1 THRU-BQLTS @ 6" , 7 � �� °� `�� `�;� z,°.. ,.n NOT REQD @ DT WEBS 5300 Tc�� REINF ��°°� ��' �'� °�- "��' �� V --� $a � � � �a'�� y= O �� '`�, � �� ;r,�� a �'��"�� f�� `��"`��{�.°�iPd g�� P) �b6 �� .�(°�, r.d � � a � � � � ��°�� `� � � � ` � ` � �� P .� w � LANDING REWF: a � � � � � #6 a�,7 8" T&B E-W, EC v� � �° • � � � �� a� o ��,� �� • �PYright 2010 w W o • 4240 � rchitect� re I � � � L � m • • O O • Q? *_' _ � OWNER TQVI►N OF VAIL � � • o • • • bEPARTMENT OF PUBLIC WORKS U � L�X$X7 /ZXCONT � 1309 ELKHORN DRIVE � _ � VAIL, CO 81632 ' � —� t: 970.479.2158 � LANDING REWF: ARCHITECT 4240 ARCHITECTURE INC ° �°� #B A� 'I2° T&B N-S, EC 3003 LARIMER STREET • DENVER, C0 80205 E PRECAST DT, �'ARTIALLY � t; 303.292.3388 f: 303.292.3113 � � ST�lRS REINFo CIVIL ALPINE ENGINEEf�C�� ING DEMO AFTER NEW CONCRETE #4 � 12" T�� EpW, EC ENGINEER 34510 U.S. 6 UNIT A� , C'OLUMN BELOW HAS CURED E�waRas, ca s� s�� FOR 94 DAYS /MIN ST,4BR� REiNF: t: 970.926.3373 f: 970.926.3390 ` � �� '� 2° T�� N-S , EC SURVEYOR PEAK LAND CONSULTING, iNC. 1000 LIONSRIDGE LQOP VAIL, CO 81675 ! t: 970.476.8644 ' STRUCTURAL MARTIN 1 M�41��'IN ENGBNEER 12499 W. COLFAX A�i� LAKEWOqD, �0 8Q2� � ' t: 3Q3.431 .6100 f: 303.431 .6866 ' MEP BEAUDIN GANZE CONSULTING ; ENGINEER ENGINEERS, INC. ' � � i/ 1/ � 1 f°'\ If�� IV � � [� 1 �/ I � � IA ! E 110E. BEAVERCREEKSUITE202 3/4 — 1 0 t s�o.sas. $ 820 3i4° _ � �-o�� NEW �l"AIR� - PPER LAIVDIN � � �� _ �_ �� L� N � IN � ' I..I..I '°" � � � __� ,�____. __ .,�----°— �E) CIP WALL � �°- � t n =' � C�RE (E) STRUCTURE — r�� = � (,� @ EA REBAR . v � p„ � (:� � � �'�0� ��' � #5 DOVVELS @ 8" � — � � � � � � — � . � . � . (2)#5xCONT �' � � • � • • . � � � � � � ao _ , � a � � � • o � 6 � � � �� (N) CIP WALL d� MECNANICALLY S300 3 � � � � � � ��UGHEN — 3°°x6°" KEY IN (E) WALL . D(J N4T DAMAGE REINF � � � °� �" #4 D4WELS @ 8° F IN (E} V1lALL � � � _ .. _ , n _ - - . . #5 DOWELS @ 12"OC , V11i STD HOOK � m � � � PROVIDE STD HK � N = � � , � (E) PRECAST WALL � J N , Z Q� A � � � � �``� � � � o J ' � � � ' 3i4° _ � �-o° �1EW ST�41F�� L ��/ ER L� IV � IRIC� 2 3/4�� - � ��o" NEVV �TAIR� - � � N �I 1"� ( E ) WALLS EPDXY G�AT ALL _._ ___.. .___.____��____ ..�__�,�_._______ .....____�._.__._ ..m.�.. _ REINF4RCEMENT (E) 12" PREG'AST WALL � „� _ � . PANEL 7o ccD os os.z7.2o70 a RFI 010 ` ° , . 05 �.D. RESPONSES ,�'�. 12.2010 �� — (N) 4° TOPPIN � _ :, � , �, '� �� S�� ' i 02 ASI #001 ��;'. 1 �i.2010 BEAM POCKET 8'°x10"x1 '-9 ' � T/ T(�PPIN � SL�� (DxWxH) GROUT SOLID . � ` ; o� FOR CONSTRUCTI�N o�.�o.zo � o � - - - - - - - - - - - - - - - - - - - - � 6 SEE ARCH AFTER (E) DT'S HAVE � iss. # aESC�i�rior� ��F�� — BEEN CUT AND NEW , � S30Q ' TOPPING SLAB HAS BEEN ' aRCHiTECT'SPRQJECTNO. : 2 °I � � � .SoO� c�i INSTALLED = , � " o (E) PRECA�"T _ s � � !� i � COL � � � N � � � Z � � `�" � - Q � 112" � . . w i q , . ' , w � � . r �''"-- BEARING PL 5/8x4xQ'-8 z .> > n . a ° � `, c� W U � � 1 �m4�� 1 1 /2" NS GROUT (2} ROWS (F (4)#8xCONT T��, ° (3)#5 DOWILS @ 4° PROVIDE STD HK EE � . �. 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N :�-� G�� C� , OWNER TOWN OF VAIL � � � � ADDNL #6@12° � � 2�� CLR DEPARTMENT OF PUBLIC WORKS U � � � MATCH � IZE AND (2 MIN) - (2)#5xCONT EA SIDE 1309 E�KHORN DRIVE � NUMBER OF BM � vAi�, co s� s3z N t: 970.479.2158 o SIDE REINF LTE LTE � . � T � 4 #7xCONT BOTTOM ARCHITECT 4240 ARCHITECTURE INC � � 300311�RINIER ST�EET ,� „ DENVER, C0 80205 MATCH SIZE AND t: sos.2s2.3ass f: 303.292.3113 CIVIL ALPINE ENGINEERING INC , MIN Z OVERSIZED SLEEVE (MAX 14"Qf) , NUMB�R �F BM EN�ir�EER 34510 U.s� 6 UNITA9 � SPLICE AS REQD BOT REINF T&B REINF TO RUN L�CATE IN MIDDLE � �tiwaROS, CO 81632 � 5 THRU JOINT THIRD (JF SPAN —' t: 970.926.3373 rt� 970.926.�390 �3� �' � UNINTERRUPTED � �"6�� c•� SURVEYOR PEAK LAND CCINSULTIPV�, I�1C. 1000 LIONSRIDGE LOOP VAIL, CO 81675 4�� t: 970.476.8644 ' ' LTE 3�� STRUCTURAL MARTIN 1 MARTIN ENGINEER 12499 W. COLFAX AVE �--- MICROPI �E, (DEFERRED u�KEw000, co so2� 5 ' RFI $u6�/ITTAL� , t: 303.431 .6100 f: 303.431 .6866 �#61� MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110 E. 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STORM INLET EVERGREEN TREE , ,. ..,... r, � ; � , � ' -� , ,, ETE MED AN, ... , - ,.; ,-� ,r .- �- � : ;-, r, f > ,- ��. 1 . . . . . . �� . 7 \. �.rO1Yl,i1 ...� . . . ..A, l � r' f' .l!' f !�q ' ��it":F. .. ip- . ._l ` �.\ . � . . . . . . . . .t�.f:d. . .�4 . 1., � r . ._.� V� :R r :`�� ........... � . „ ..... .. ;, ,,: ;: . . . �. . .. '�.` `' _ ` � ,. INLET BORDER TO ,,. , . ::.. , . :, _ u 3:- � : � , : . .............._. Pyy _.... PROPOSED WATER . :: ,.. .... , .. . . . - . , . �, ;.., <,:., . ...._ � � � � .. . . . ... (7 �. � : � . � � � T � � 81&0... EXISTING CONTOUR � .. � ,� v... � REMAIN ,-- � A z ; . .. ,. . �. . a '� ,, . . . . . . . . . . . . . �.�^' . . . . . . . . . i: t �;: r`_� �_� i( .: ,� t.<`:�t / ' .,,,_:: . � ,, �. ` ... `\ �. � ................ ....__._..._.._ . : ` ' <: ' ' � ' ,, , . --. ;z > � � • � �, ` --...-&150-.,....-..-.-._..-..-.... PROPOSED CONTOUR � �F'k ° PROPOSED ELECIRIC SERVICE _ _ � : , ,. !- � �; � . . � . ..: c � . � . .r. . . . . . . � '.�'i. FP i �:,.2 > 7 r ��'�` � : _. G: /, �:i , ..., :� � �'`.1 ..� ` . . ��- . . v . !': f, . e Q � . . � . � . � '' ,;" .. � � � . . � . . . . . , . . . c �,� vi �/..,. � r i. � � " : l.' � :' . . :'��. . ' �..�. \ . ♦. � �' � � \ � . . . _.._ . . . . � . . z r� >. ' .. < . . :; . , . _. ... '... : . , �i`, . � � _... , . . _ . ,,. EXIST. ELECTRICAL �INE ....._._,.... �>� ..............� PROP �EVISION SERVICE F..,. � > , �-- 5.,> . , . . . . ;.,:_...... , ... . : , � � � . . . . . . � . . . . '::: � . .. . . . :. !fV if!`...� S •' ( ,.�7� t� ! ,�� 1 / :' :'. ... ' . .._. .. . � � ..� �. ��. �.` _ ` `.` ^'� . . � . � . ; , � . . . . ' . � . . , . . ;: ` . ;. � . . . . . . . � . � � � . ..._ . ...._....."' ___...._� .. ` * � ` � � `� ` � ` . ` .. �� `. .'.�> �. � EXIST. GAS LINE -- �a4� °- PROP SED ATER SERVICE _ � . , : GRADING P , . ; .: , A . : : ;; ; , . . , � � ., , `__; ; , �,, : _ i : .. :. : , : ;, _ .. . , � .� _ _... ...:. ..._ _ _ . . _.. .._._..._._.,.. y - , , ; ' ... . . . . . , . . : : : ,: , .._ _... . ,., .. . EXIST. PHONE LINE R ---�--� PROPOSED SEWER SERVICE :_ �.. , >;:::: , .. a C. > _ _ . . . . :� .. .. ... . '.. '. � ! _ : . % � .' :'�'..... � 'v.... �♦ l \ \ \' .:' ' . : ... ...._.... .. . . .' :' .t . ..... � � � . . � . . . . � ._ . . . ^, vY.:i.:� '• . . .. . . . . ...... \ . .� : : . . : . '.. � �" . .... __ ._.. . . . ..... ,.:. . . .n . . . . . . W .'� . . . .' .. \. \ \ .. . . ' . �.. .... . . . . . . .. . . '. �� . . :' '. .. .. ". � ', `\. \. "� \ � � I � ... , , ' ' v.t.. . . . . . � � . . . . . . . �� . �� . . . . . . . . . . . . . . . . . W..: : . .. . : ... ... .�... % '� �.♦ � /� . .ii: :5.. � ♦ .��::.... .i ". � ' . :' . . . .. . : : ''� " ".. \ ` 1.1 i�� ' .�... . ... . . � +\ ....._ a. ...�....wrm° y� . ... -.� .. - . . _ . . . . _... .... _ ... . �. � � . . .... _ . . .... � .. . . .... .....� .... .. ... ,:' '. . . . . "'.. _, CyS..._.. _ Ro ..... . s- : , ,.. : ,:.. _ . , ` _.: ... : `:.._. _.... ,.a . . �. 35 PROPOSED PHONE SER CE .. , ». ::.., , , � , . . , ; _ ... . , ... . : .. .: _ _... . EXIST. SEWER LINE . N ::.:: ,::.::., c __ , _ , ::,.:: ,:. � ,. _ ,:,.. , : : : : . ' <;. , -" , ` _, ,. (0 � , ,. , . , '.:, , . ` . . , ::::: <:..�; . . ,..., . ,- , _ : ; : . `.. . ;.. . ; : ,.... , t .. , ' ,;... , _... . ... ... _ ,.. . , . . : : ; > , ,. _ �_�_ ., . .. _.. �' -----w ROPOSED GAS SE E , . , , . . , ' . . ' . .., ,... X �� P RVIC `� k..., e : :;.::: ,, ,.. . , ; ,. _ .. < '., , , _.. , . ; ,. .... E IST. WATER LINE _ � . ,::.:. , _ . . . �. � : _ : .. . � ; , ... . ; ,. ..: ;. :.. �*.. ; , ; „ , ,. ; , , �. � . � ,r- . � ; ..� . . . . . . . . ..:::;::. : .- .:. .�. . � �� . . . .., , .. �: :.. , �;. . . ,- ..:.. . . . ;� ` . ., , . , ��.. :...., . . ' ��. :r'� . . _. y ; ; ,: : ... . , : :. ,:' ; . _ , , <. `,,.. . , ; , . . . , , <; �, � :.. _ : ,. ,. .... ... P ,:: >::.: •' ; ; , ,. . ,..,. ; ; ,. -:::::: '' EXISTING STORM SEWER ROPOSED CULVERT : __ t g� , .. , � ;:. _. <:> < �S ... ; r` ; ' ` , .; , , . , :- ' „ > ' . i _ :..: .. .. . .: -`' .. ... ... . �� ... . . �...r' . ' �'.�' :, '� ,:::. '�� . . . . '..J;: q ' � ,< . � . :. _____ ,.. PROP. GR DE > PROP. ELECTRIC VAULT 6.� 'a ...,. � .o e v �._ , ' .. ,.: �- i : ..... ::.:>, :.. �.. i ,.. BOUNDARY �.....>;; ,.: ; � ; , , .. ., i ::;:::::. ' ..... I- -7 . ,:, ..... , ;, , , , ...., ,: : >.:. :::: ; , � . , .. `. . , ,. .... r ,.... _ .. . ..... . ..._ ;.. ..: z PROP. TRANSFORMER d' ^ . . . . ;; . : ,. . � � . . . . ... . o....... , . . , . . . . . . .. > .. . ,. .. . . . . . . ` ..,_...................................._......,... L _l �� OP. US BLOCK . .. ;: , .. . PR THR T � O : < .:., , ,. _ , :. % i' ::.. . . : ;._.. _. . . .. . _ „ ;. . EASEMENT . � � .- • ;r ; ;s . . . . . � . . . . . . . .. ,...,.:� r :� .. ::��.. . �. -.. . <o . .' :' : : . : : ..: .� � . . ..:, �'...... __.. : : . _...... . . . :�::. _.. _._ ....... � . . . �. . . ,' _.. ..... :� "-:� :, . . . b � � . . . . :» . ,. . : . . . . .:, : : : , � -. ....... : ,. ... ; . :� .. , . ; ; . . , . \ _.. ,:. : ... z ... ;.:> ; : _ ,.: , _._ ... .. , ',, ' ,::. , ,. . , ,.. '' ' % --- ----- '� PR P. MM. VAULT ., , ..... . .. ` ' --- - CO �. , ,_w....r,..,.� . .:.. . .. ,:.; , ;.... . 0 \.� ,, ....... .. .,. , _. ,. ; ' :: .-- EXIST. EDGE OF ASPHALT v PROP. GATE VA�VE .. � _...._....... , .,. ; ' ,:. ; ,: ,, � ' . . : ,, , ,.: ; ;: ".... ,: . .... , :: O . . . . . . . i � ,,. . 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W. ° � � �,. � � copyright 2010 � ` I, o �. � r� � • , F f � z o Arch itectu re I nc. � � ; � - _ � � � *o � � 75 61 ° 4 4 � . . . . I�, j � : �� . . � a . . � � . � . � � � � � ; ' � � , ; II � 7 ` ! � � v 2 EGRESS L100R e� . OWNER TOWN OF VAIL � ; � 'fOT64L EGRESS LOAD: 2 t°� � � � DEPARTMENT OF PUBLIC WORKS I � �e��o 000� wiorH: 1309 ELKHORN DRIVE - < AL � � 195 � � _ 4 - _ - - - _ - _ _ _ �� ' � � � ��r'� � I � � � � � � � � � � � e��ESS ooaR � - - � � � � � � � � � � VAIL CO 81632 (E} VAIL INFORMATION t: 970.479.2158 ' BOOTH <, f ;° I ' r,ew w�nnP Tora� ecRess �o�o: s� AssuMEO PROPeRrY uNE � a' - 1 /2° FRORhW��w _ ' _ . _. . ARCHITECT 4240 ARCHITECTURE INC ' �,� , � STRUCTURE. ASSUMED PROPERTY LihlE 1 2 FROM ;� ' j r��' �� TOTAL EGRESS LOAD: 195 REQ'D DOOR WIDYH: l New STniR FROM se�ow 3003 LARIMER STREET ' ! ' I.C) 39 ' .2^/OCC = 12.2" (32 MIN.) < 36^ ACTUA� EXISTING STRUCTURE. � �J,�� '��i, ` � � REQ'D RAMP WIDTH: RA7ED INFILL PANELS AT GARAGE OPENIPdGS ADJACENT TQ ror�u. eceess �ono: ss QENVER, CO 80205 = NEW RAMP 2"/OCC = 39" < 102" ACTUAL ' s i �.... ' ASSUMED PROPERTY LINE TO MEET UNPROTECTED 4PENING Re4�osraiRwiorri: t: 303.292.338$ f: 303.292.3113 _ � �4 li : � ' 156 TOTALEGRESSLOAD: 156 RESTRICTIONS. .3yocc = �t�^ (ss^ Mw.pac �oas �cc. t) < ss^ACrua� - - --- � GODE AN�LYSIS � FRONTAGE BUILDING �a � ReQ�o RaMa wi�rH: r+oTes 3s CIVIL ALPINE ENGINEERING INC. � � � � �' � � ` 2"/OCC = 31 .2" (44" MIN) < rj4" ACTUAL � � � � 6UI�QING TYPE: V-B � � � � � � � � � � � � � � � 1. EXISTING STAIR WIDTH IS 38" CLEAR. NEW STAIR WIOTH � � � � . . . � � . �. � � ' � * � � � � � � � � � � . ` � � � � � FIRE RESISTANCE RATING � � � FLOOR GONSTRUCTION: 1 HR PER 16C 'PABLE p�unnsir,� F��cruRe Reau�ReMer,-rs . � �s 37� c��,R. . . � R 10 4- � ENGINEER:. � � � 34510 U.S. 6 UNIT A-9 . � . � �. �� ALLOWABLE STORIES: 1 � � � � � 2. EXISTMG STAIRS RISERAND TREAD DIMENSIONS DO . �9 � �� W� � �' ""°-" � � � - � EDWARDS, CO 81632 � 5082.51NCIDENTALACCESSQRYOCCUPANCIES MALE J ` ; i� NEW STAIR FROM BELOW AC7UAL STQRES: 9 PLUS BASEMENT BUILDING NONSPRINKLERED - NOT REQUIRED FOR ROOMS WITH BOILERS OVER 15 PSI ANQ 10 WATER CLpSETS: 1 nloT COMPLY WiTH cooe fz�QUIReMEN7s. as°'�r 195 'r� � � i� PER NFPA 13 HORSEPOWER. URINALS: 1 � � t: 970.g26.3373 f: 970.926.3390 y, + r �! ROOFCONSTRUCTION: OHR LAVATORIES: 1 RISERS = 73I8" � TOTAL EGRESS LOAD: 39 ALLOWABLE HEIGHT: 40 FEET EXTERIOR WALLS (UNLESS SUPERSEDED BY DRINKING FOUNTAINS: 1 TREr+DS �o vz^ x ' �� ' '; -•-••-•- _ acTUA� HeiGHr: so FeEr � I SURVEYOR PEAK LAND CONSULTAPITS INC. � y , REQ'D STAIR WIDTH: ` PROPERTY LINE PROXIMIN REQUIREMENTS) PROPERTY IINE PROXIMI'➢'Y : 4 , ,` ' ! .3"/OCC = 11 .7" (36" MIN.(BC 1009 EX0. 1 ) < 36" ACTUAL ` ` AL�OWABLE AREA: 6,OOp BEARING 0 HR WALL RATING: FEMALE � ,�cy6 � � Q�0 ��ONCVR��GE �d�P ACTUA� AREA: NON-BEARING: 0 HR X<5: 1 WATER Cl.OSETS 1 � ° ( NOTeS: FIRST FLOOR AREA UNDER ROOF EAVE: 2,621 SF 55X510: 1 LAVAT4RIES: 1 e� VA��, CO 81675 r' � ^ 1 . EXISTING STAIR WIDTH IS 36" CLEAR. R ( a q- ` BASEMENT: 588 SF INTERIOR WALLS 105Xs30: 0 QRINKING FOUNTAINS: 1 � � t: 970.4�6.8644 � � � �r� '�� r � '�� ` � ! � � � NEW STAIR WIDTH IS 37" CLEAR. � � � � � � � � � BEARING: o HR Xa30: 0 � � � � � � ��f �� ` ` ' �� 6CCUPANCY CtASSIFiCATIQN: A 3 NON-BEARMG O HR AGTUAL WALL RATW G: O HR ' � STRUCTURAL MARTINIMARTW INC. , � I 2. EXISTING STAIRS RISER ANQ OCGUPANCY LOAD FAGTOR: % TREAD DIMENSIONS DO NOT COMPLY � ASSEMBLY STANDING = 5 NET s-rRUCru�,� FRaMe: o HR �. ENGINEER 12499 WEST COLFAX AVE 5 r F� i , �� WITH CODE REQUIREMENTS. � MECHANICAL RQ4M = 300 GROSS PROPERTY IINE PROXIMITY I o i �j ' � !� SHAFT ENCLOSURES: 0 HR EXTERIOR WALL OPENING RATING: � � � � S � � LAKEWOOD, CO SOZ� 5 I XISTING RISERS = 7 3/8" QCCUPANCY LOAD: UNLIMITED, UNPROTEGTED OPENINGS PER v� r` ISTING TREADS = 10 1/2" � BASEMENT: 588 SF/ 300 = 2 OCCUPANTS BC 705.8 EXCEPTION 2. NpNBEARING WALLS � � � o t: HO3.43� .6"I OO % AND EXTERIOR PRIMARY STRUCTURAL FRAhAE �� 1 1 � i LEVEL 1 : 606 SFt 5- 122 pCCUPAPlTS � ' � ARE NOT REQUIRED TO 9E RATED. �� , � Tora�: 12a occuPnNTS ,s+�' � MEP BEAUDIN GANZE CONSULTING � � ` ' � �� ENGINEER 110 E. BEAVER GREEK BLVD. SUITE 202 � � _ s ; , �- , `� ' � � F� � 4 AVON, C0 81620 � � i c � � 3 j. � � I (� / y , ;, , „ : � . �Rq�'� o � � ,��' �, �` �+� t: 970.949.6108 / ✓ t � r ,� � � /STq `�,� �yG � r e � , � ,r � � � � � � � � � �, �' r � I / . f ✓ 'f A / . . . . . . . . . ,' �� r'� ��cF y��" � '� . . . . t � � yz� n,rr�r � r� o gr-.,', , . . . . . . � . . . . � . . � . �, n� r �<� `3`3 ' '(�F'` � , :n� F � � � � n I � % 3 3 . . . . . . �. . � . r �� s E . . � . � . . . � � . � � � . � . � . . � . . . . e � � . . . . . . . � . � . j , _� ` � � � � � � � ,. ��r� � � �° �_ `""' ; ; rr � � � � � � � � � ; �y � � � a � . . . . 3//L' F / f/ f � . . . . . . . ` . . � � . . . . . � . . . . . . . . . . . . . � t �r � r� . . � . . . . . . . � . � . . . . . . � � . . � � � ��,r � , , , � � � � � '° � e r � � f :� . . . . � � . . � . . � � . . . . . . . � . . � � � . . . . . . . � . . F �' � � , q . . . � . . . � � � � � . r p � r . . . . . . . . . . . . � . 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V .. . . .. � � � � H � . . � . . . . � � . 4 ��e� : p a " ' z � '; p15'lANC�': m.° °'"� � !e� rOP�T �L D/Sp � 0 � � •' �� r a �62" "� .� �,. � LL w ._, L y > y 3 ZRP�VE1. „s �`TA�� QJ�Rts�-� ��4t��F, I ° , `r � �EV�'��.e' '.i oF N� r F��'" �U � 2?�'. � � Z I"_ ' ; � 3, ��a' ' `� i "tOP R1SE X� i r � STAl�� Q � � , ,y� ,� �,,,. �' 'CO 1g.1 E � � CP� Ll' � , , � , �� , � � . ;� ' „/ 16G � � �' � W � � _ , ,�, �� z x ,�x� � ' � � s , � � ,o�� . � � � � � �/ � � � � ,. � (f� � , ti, - � �<,,,. . >..�� ; � � � � � � _ .� ' ' i � � I � � W � , � �O � ( m � ss � °'� ,� � � � � � � � � , n , -,�:�, �- ry�rn �� , , .,. .�• CO� E AN�LYSIS 0 EXISTING GARAGE � f W � r o � ' ` � @UILDING TYPE: IB (BASED ON TIER SIZE) FIRE RESISTANCE RATWG ROOF CONSTRUCTION: 1 HR TO QUALIFY AS AN OPEN GARAGE, OPENINGS �� F j;�r } ' �x r, 3 + , MUST BE EQUALCY DISTRIBUTED ON TWO OR EXISTING OPENWG AT �EVE� 2 � qCCUPANCY ClASSIFICATION: S-2 6PEN BUILDING SPRINKLERED: NO PROPERTY LWE PROXIMITY MORE SIDES. THE QPENWG AREA MUST BE AT �a I T(s � � '" , . `�� ' (CL03ED ON LEVEL 1} WALL RATING LEAST 20 PERCENT OF THE TQTA� PERIMETER EXTERIOR WALLS (UNLESS SUPERSEDED BY X<5: 1 WA�L AREA TOTAL EGRESS LOAD: 273 � � � � , � , I . . � �� - ` � %f I � � � � � . . �:. � . . . � .. � ALL6WABLE TIERS: 12 PR6PERTY LINE � � - 55X510: 9 � � � . �. . � . . , � ACYUAL TIERS: 6 PROXIMIN REQUIREMENTS - SEE BELOVI� 105X530� 0 �* ` ,' I EXISTING OPENING AT LEVEL 2 • REQ'D WIDTH: � � �5 ' t ,v� + BEARING 2 HR Xt30: 0 � `,�i�{ `�; , s, j` ��` ,P�'r ALLOWABLE AREA PER TIER: UNLIMITED NON-BEARING: 0 2"/OCC = 54.fi" < 174" <� r �l �s � TOTALEGRESSLOAD: 273 ACTUALAREAPERTIER: 62,26pSF PROPERTYLINEPROXIMITY . „�r""� �✓,* n�.r.: �.,f �- �' � jl+ i . . . . .. . � NOTES: � . . . r '<�, , r� s � � � �T , f � INTERIOR WALLS EXTERIOR WALL OPENING RATING I ,�g6 OCCUPANCY CIASSIFICATION: S-2 BEARING 2 HR BASED ON UNPROTECTED, NONSPRWKLEREQ � 1 . COMBINED �QAD FRQM REMAINDER OF � � �� ' ��"""'�"" �. REQ'D WIDTH: 6CCUPANCY LOAd FAGTOR: NON-BEARING: 0 HR 053: NOT PERMITfE6 LEVEL 2 NORTHERN TIER AND 112 OF . � . �� . � . � � � � .2"/OCC = 54.6" < 174" . . � . PARKING GARAGE = 200 GROSS . � 355: NOT PERMITTED � � � � � � � . . � ,r° � � � � . � � _ � ' ' LEVEL 2 SOUTHERN TIER. . � � � � � � . � STRUGTURAL FRAME: 2 HR . � 5510: 10°!0 � � � � � � NOTES: OCCUPANCY LOAD: 10s15: 15% I� L CpMBINED LOAD FROM REMAINDER OF EACH TIER: ,62,260 SFt 200 = 312 SHAFT ENCLOSURES: 2 HR 15s20: 25% � � LEVEL 2 NORTHERN TIER AND 1/2 OF TQTAL: 9,872 pGCUPANTS 20525: 45°h I EXISTWG STAIR LEVEL 2 SOUTHERN TIER. FL40R CdNSTRUCTION: 2 HR 273 TOTAL EGRESS LOAD: 156 REQ'Q WIDTH: .3"/OCC = 46.8" < 164" NOTES: 2�3 EXISTING OPENING AT LEVEL 1 � Gj 1j3 TOTAL EGRESS LOAD: 273 EXISTWG OPENING AT LEVEL 7 14 GCD 11 11 .8.2�� 0 REQ'D WIDTH: TOTAL EGRESS LQ�4,�: 273 5 B.D. RESPONSES 8.� Z.ZO'IO .2"/OCC = 54.6^ < �s�^ ti�� 1 FOR CONSTRUGTION 6.30.2010 14 � NOTES: REQ'D WIDTPi: L COMBWED LOAD FROM REMAINDER OF ° ISS.# DESCRIPTION DATE � .2"/OCC = 54.6" < 156" Cf LEVELINQRTHERNTIERANDI/20F �� r_ LEVEL 1 SOUTHERN TIER. � c� � g � NOTES: �� 1 . COMBWED LdAD FRpM REtv1P,INDER OF ARCHITECT'S PROJECT N0. : 2 ') 0�4.04 2j3 �� q �� LEVEL 1 NORTHERN T{ER AND 1/2 OF � LEVEL 1 SOUTHERN TfER. EXISTING STAIR �w TQTAL EGRESS LOAD: 273 � � � ,�,t ��- (LARGEST LOAD FACTOR) EXISTING BTAIR $ � � � �� m � �,�� - REQ'D WIDTH: � 4' e TOTAL �GRESS LOAd: 279 �,�'� .3"/OCC = 81 .9" < 180" �� d � a � (LARGEST LOAD FACYpR) 9�dL1 V ll � � l! Il! 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I � � � �Y. � �� ' �o � � � �� e 4�4o Arch itectu re I nc. i � r ,� I _ � � � � � e � � � � ; � � , � � � ; . , � � � ; � . �� ... � `f ��_ , ''� ' � � r` �� ° . r . � �I � � OWNER TOWN OF VAIL � ; ' ; ; i j 6 II , DEPARTMENT OF PUBLIG WORKS � � � � 1309 ELKHORN DRIVE VAIL, CO 81632 � � �... ,..., ,..� ,.�, ,� � � � � —� � - �� (E) VAIL INFORMATION ; E . , ' "" °- � � ,� aooTH t: 970.479.2158 _ . ._ ._ . ' f ' '� � � � ° '°" ""� '�� ASSUMED PROPERTY LINE 10' - � /2" FRO� h�Ew ARCHITECT 4240 �,RCHITECTURE INC �� STRUCTURE. ASSUMED PROPERTY �INE 1 �2 �or� 3003 LARIMER STREET - � . ( ,j ii > �r .: ...- , � ,.. _ ;.� .� � � � . �� . 'm°'° n°� � . . � . . � . � � . � . � � � ! ` '� � � ,�,�� T�VEL DISTANCE: 484°"- � p" EXISTING STRUCTURE. BARRICADE AREA OF CONSTRUCTION. � , DENVER, CO 80205 ' .�.,e ■..., ,...� ,,..� �� , r I , 1� LEVEL 3 TQ GARAGE DRIVE v � ° '° � � �y� t: 3Q3.292.3388 f: 303.292.3113 . � �i �32 � � �� ' W . � � � . � . . � � �mi� q� � . — , __... . :. .___ � . . . � �„�u� � � � ^� � ..., CIVIL ALPINE ENGINEERING INC. K 2 � �� ! '"" °"° � -� � � ENGINEER 34510 U.S. 6 UNIT A-9 ,J�� ` ; � ` BARRICADE AREA OF CONSTRUCTION QN LEVELS � � � � � � „� � �`° "'° � --- ---- - EDWARDS CO 81632 � ��r � � r 1 - 3. PROVIdE TEMPORARY SIGN DIRECTING OCCUPANTS + ' �r3� , ` � � TO CENTRAL STAIR TOWERS ANp DdWN TO LEVEL 1 19� � , a i � soumERN r�ER ExiTS. t: 970.926.3373 f: 970.926.3390 ' `� r� -� ,', ' " � � SURVEYOR PEAK LAND CONSULTANTS, INC. . � . r ,, �j� . . . . . . . . . � . % tY� �'., , '� � � � � .. . � � ` � � � . . . � . � . . I. I 1000 LIONSRIDGE LOOP , ; ''� j �rf� � �'� ` � t: 970.476.8644 VAIL, CO 81675 " %�� ;,�"' ;�� STRUGTURAL MARTIN/MARTIN INC. ,� � . YYIt � . . l . � . � . � . I � ` z l I ` ENGINEER 12499 WEST COLFAX AVE ! � L � � � F"'' � LAKEWOOD, CO 80215 ; ` � � I �T �� t: 303.431 .6100 � � � � � � �� MEP � BEAUDIN GANZE CONSULTING � � � �� ' � � ry %✓i� ENGINEER 110 E. BEAVER CREEK BLVD. SUITE 202 � �O AVQN, CO 81620 , o � � � � s , , , / � � � ✓�� ,� � � � � � � � � � � � � i � � � �'6�S � � ' �' � �� f� BARRICADE AREA OF CONSIRUCTION ON LEVEL 3. PROVIDE ` � � � ��r �' � � �� r' i� � ,� �` � �, ; ,,� � � � � TEMPORARY SIGN DIRECTING OCCUPANTS TO CENIRAL STAIR � �'� f: 970.949.610$ � � �'%� TOWERS AND DOWN TO LEVEL 1 SOUTHERN T1ER EXITS. ` � 0 , , � � � � rl � �1� ��/ ` �;,� . . . � � . � . . . . , � . �i � . . . � �r � . . � i as� � . . � . � . . . . . . . . . . . � . � � . . . � Yfi ¢ ^S i . � . � � . . . . � . . _ . , � ` f � ' S�f� � � AT LEVE� ( � � � � � � � � `� f`��' �� AT LEVELS 1 EXISTING STAIR � � � � � � 3 NORTHERN AND 2 NORTHERN M� �.._ `° . '. E !a . . . . . . . . I � � � . �. "`' ` iIER TIER TOTAL EGRESS LOAD: 156 PER LEVEL 2 � r.� � �x � ��r,r ��'a � � � � � � � � ' ,` �� NORTHERNTIER Yr , , ' �� AT LEVELS AT �EYE� 1 ` ' � ¢ � 2 APlD 3 NORTHERN .-°" � . " REQ'D WIDTH: `� ` ' � .3"lOCC = 46.8" < 69" �E�THERN 11ER LEIEL 3: PROVIDE TEMPORARY SIGN DIRECTING OCCUPAhJTS !� � ' ` � ;�r�r�`4 � � NOTES: Tt CENTRAL STAIR TOWERS AND DOWN TO LEVEL 3 n �x�° � ' ` L LOAD FROM LEVEI 1 AND LEVEL 2 S6JTHERN 11ER SOU7HEAST EXIT � C� � � � � 78 156 NORTHERN TIERS ARE EQUAL. O�C U P A N T S T O C E N T R A L S T A I R T O W E R S A N D D O W N T O � � � �� ! ,, � t_tJEL 1 AND 2: PROVIDE TEMPORARY SIGN DIRECIING , , % ,� � � L[JEL 1 SOUTHERN TIER SOUTHEAST EXIT W � . � {P,ol , //�3 � ; � . . . . � . . . . . . . c . . . . . . . . f ,-. r . � . . . . 7B � 54 . . . . . ... i� . . � . �. . . . . � � ' . „ m � . � r �. o . . . . � . � . . . . . aa .�4 � ,./Y� . . . . . . . . . . � _-.�...��....�_ � .. . � . . � �1 . . . . � . rR . . � . .y, q:)Y , '�. :�� . . . � . � ' � . �� . � � 1�/� . � . � ��.,.� � . � . . . � � � � f . � � . � . � � . . ,. . . . � � � � . . i �� . ' � . . . . . . � . .. . . � . .. � . o � . . ' . . . , , . . . . � ." ��* � �' ?£ . � � � � � � . j � � � � , � �� } i— oz ,f � � � f j,: � � ; f F 51� .Y- � �A X � � ..� . � '"' � � � f / �eli! . . . . . . i�f� � � � O � . . � J � k� . . . . . . . . J �y LN � R � . . � L�1 j� /E2�� . . . ` i . . . . . y . . : � � . . �/ ' � � � f�s Q � I �o W z � � � ,� � 8 � � o00 o� ' �� AT LEVELS � � � � � � Q � � � ' '� 2AND3 � � � � �6'I �� SOUTHERN � I � � � � � � f � � � � TIER � ( � � W \' U 1 E r 00 .,�� ► (� � � J � � , � � � � � �� r � , r �f � � � � �,o�V�� EXISTING STAIR � � W � � Q � r ' O �' : � � TRAVEL DISTANCE: 514'_6" � t�c T�p � T��'� �lST TdTAL EGRESS LOAD: 234 � � z �— . �F . . � � � � � A � � � ` `�� ° FROM LEVEL 3 TO LEVE L 1 j Q lg�l$�R pF, A�� 2� e � z — � �' f` �� , � EXIT �'�G: j ��Y �s �..,� ., REQ'D WIDTH: � G� � � ,s x �Tq/� � .s°iocc = �o.z^ < � sa^ � � � � C� BARRICADE AREA OF I � C� i , '� CONSIRUCTION ON LEVELS 2 � NOTES: � _ , i >> ; ;� � � AND 3. PROVIDE TEMPORARY � � 1 . COMBINED LOAD FR M � � � � ? ; � NORTHERN TIER AND 1/2 OF LEVEL 3 � � � � � � '� ' ,�� ' ,, � � SIGN DIRECTING OCCUPANTS � � � � � � � SOUTHERNTIER. � � � � � � m � i � � �� '� TO CENTRAL STAIR TOWERS � � � � � � _ __. A N D d O W N T O �E V E L 1 � � W SOUTHERN TIER EXITS. I � � f � � � � � � e � 0 I 0 � � o 0 0 � � � _ i �. „ , ,�� s ,� �• EXISTING PEDESTRIA ,� ,1 � ,,� ,y r � � � ; `ow /` o W ' � �� OPENING TO BE � � z , , „� , ` CLOSED OFF AT LEVEL. 1 �, � f r � RE: C012B "� � � �� i` , « , � � T �u � Y nSr �. . . . . . . �. � . . .. . / . ef , . . . . . d✓ '... fi 1 ... ' " . . . . . � . . � .. . . . t C , : . . . . . . I � � . . . 1 x .... r-.._.J'. {3 1 �.�......� . ' . . . . . . � � � . . � ' ;i EW PEDESTRIAN OPENING AT SHORT TERM �� ` , � PARKING AREA AT LEVEL 1 . RE: C0128 � / ' EXISTING OPENING AT LEVEL 2 I � 5 � , J ,, i � � .,.�,�u��,�.€�t��a,.�..,�.�� ..�i� � _� — � � � — _ ,. : : ' TOTAL EGRESS LOAd: 273 � 2� ' � REQ'D WIDTH: I .2"(OCG = 54.6" (44" MIN.) < 174" ACTUAL NOTES: 21� ! ' / � C� 3�2 . _ _.�..�--�— � 14 14 CGD 11 11 .8.2010 �'��' 1 FOR CONSTRUCTION 6.30.2010 14 �,� ISS.# DESCRIPTION DATE � ARCHITECT'S PROJECT N0. : 2 ') 064.�4 �� EXISTING OPENING AT LEVEL 1 "'^��m„e O � � � �d TOTAi. EGRESS LOAD: 312 — EXISTING OPENING AT LEVEL 1 �j,1� REQ'D WIDTH: TOTAI. EGR��aS L4ACD: 312 .2"/OCC = 62.4" < 156" NOTES: REQ'D IM1IIDTN: EXISTING STAIR L COMBINED LOAD FROM 112 LEVEL 2 .2"/OCC = 62.4" < 156" ACTUAL TOTAL EGRESS LOAD: 273 NORTHERN TIER AND 1l2 OF LEVEL 1 SOUTHERN TIER. Nores �---�. -�. __ ,.� KEY PLAN 1 . COMBINED �OAD FROM 1(2 LEVEL 2 �N� � � REQ'D WIDTFCi""""""°'!""°" """ " 2. COMBINED LOAD BASED ON LEVE� 1 NORTHERN TIER APdD 1t2 OF LEVEL 1 '� NORTHERN TIER EQUAL TO CpMBINED SOUTHERN TIER. .3"/OCC = 81 .9" < 185" LOAD ABOVE. 2. CdMBINEQ IOFld BkSED ON LEVEL 1 NOTES: NqRTHERN TIER EQUAL Tp COMBWED MAINTAIN CLEAR OCCUPANT PATH FROM LEVEL 1 . PROTECT . �aa� aeavE. 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I :_ _�.. - ---- _ __ _ . .. _ _ _ _ __ --- __ - _ __________ � ��._. :m,�a .�. �__ , _. __----- - � � �_� __-- --- _�.�.��_ ,._ � Lionshcad Transit Center> 13 April 2011 ' ar Page 1 13 April 2011 Mr. Martin Haeberle Mr. Tom Kassmel Chief Building 4fficial Town Engineer , Department of Cammunity Development Town of Vail Pubiic Works 5 Sauth Frontage Road 1309 Elkhorn Drive Vail, Colarado 81657 Vail , GO 81657 ' Chief Mike N1cGee, Deputy Chief & Mr. Warren Campbell ' Chief Mike Vaughan, Fire Marshall Chief of Planning ' Town of Vail Fire Department Department of Community Development ' 42 W. Meadow Drive 5 South Frontage Road Vaif, �0 81657 Vaii , Colorado 81657 Lianshead Transit Center Permifi Flpplication # � 10-0166/167 Dear Sirs ! 1 . At�ached are revised sheets that change the height and locations of the snow fences. The ne�r fences are 12" tali verses fhe originally specified 6" guards. The fence locations have been reduced to pravide pratection to iocations over pedestrians occupied areas only. Attached : A102, A163 , A166, 5603 ' Please contact m� vuith any additional camments or questions. Best Regards , �, y � ��..�. � Tracy Nart LEED AP Seniar Associate <cc: Tom Kassmel/Town of Vail �,�„�� E. 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FUTURE Bt� ILER FLUE PEiVETRATIONS PROVIDE L�.ZL� O ArCh I �eCtU re I rIC . APPRC7PRIATE C�EARANCE ( RE : MECH} OWNER TOWN OF VAIL ! I 5: � 2 DEPARTMENT OF PUBLIC WORKS 1 : 12 =�°- °, ', 1309 ELKHORN DRIVE , DRAIN TO S� UPPER r [n VAIL, G081632 �"''� � t: 970 .479.2158 i ARCHITECT 4240 ARCHITECTURE INC 3003 LARIMER STREET , _ _ _. _ .... _ _ .._____ _......_..__ __ . __....._ _ _ ._ _ ___..._ DENVER� CO 80205 _......... _. .,.. _.. .__._ . _.__ _._ _.. _.. ._. _ ...........__ __ . __ _ _.._..._. _ _ . . .. _ .. ..._.. ._. _ ._...__ _ _ _. . _....... _ _ ....... . _......... _ _ _._._ _._...._. _ _ _ ... .... ._ _ .... t: 303.292.3388 f: 303.292.3113 _ ......... _...._ _ _ _.. , _ . __ _ _ _.._. _ _ ._.... _. ___ _._ . . .. _ . _.... _.. __ ...._ _ , ___...... . _ ....... _..... _ _.. . . _ , , . _ _ __ ._ ..... , __ . _ ___ .... ...__ _ _ ......... __. _.... .... . .. _ ... _> _......._ _ _ ..._ _ _ _ __... ... . _ _...__. CIVIL ALPINE ENGINEERING INC. _ . ...... . _ _._:. .. __........ . __ . _ _ _ ......... . ENGINEER 34510 U .S. 6 UNIT A9 _ . .._.... ... __. . ...... _...._.. : . . . __ .. ...... . .. ._ . ...._.._ _ __ . .......... _ ; .• , � EDWARDS� GO 81632 ` t: 970 .926.3373 f:970-926-3390 ; , , , . SURVEYOR PEAK LAND CONSULTING , INC. , , , 1000 LIONSRIDGE LOOP VAIL; CO 81675 , , _, t: 970 .476.8644 LANDSCAPE MARY HART DESIGN , SLOPE TO DRAIN POST OFFICE BOX 8258 — RIDGE ' BRECKENRIQGE , CO 80424 ! j _ _ t: 303.431 .6100 _. _.__. _ __._ _. _ _ __ _ _... .. __ .__ _...__. . _...__ . _ _._ ._.. . . ... _........ .:_.._ 5: 12 ""'_-- _ _ STRUCTURAL MARTINIMARTIN, IfVC. _ , .._ _ _ ...... _ . I _._.. _ _..... . _ _ __......._ _ .._.._ _ , . . . .. _ _.. . ... _ _ _ _._.... _ _ _ _ _ . ,::::. _ ___. __ _ _ � ENGINEER 12 9 WE T F _ < ::: .. : . ....._ . . , _ _ __ .... . __.. _ . _ ..... _ . . . _ _ . ........ . . . . __. . ......_ _ .......... .._ ..... _ _. . ........: _ _._ _...... ........... _ _......... _.. . ._...._ ... _ _.._.._. . ..._ _ _............. _ . .... _ ._._._...... __....._ _._..... .. .. _... .. . .. _ LAKEWOOD, CO 80 5 _ _ .. ._ .... . _ .. . _ ............. . . _ .... .... .. ... . .. ..... . ._ ......... __......... _._.. . .. _... .... . , .. ._ . _ _ , __..... _.. _ . _...._ _ ... . .... ._ : 303 .4 1 .6100 _. _ ... .. . ,.,...... ::.. ... __ ... .... __ _....... _. . ........ . .... . _ .... .. - - - . NOTE : ALL ROOF PENETRATIONS TO GOME TNRQUGH CHIMNEY ENGLOSURE t 3 _..... _. -- _ - - - COORDINATE ALL MECH . PE � ETF�ATIQNS iNlTH MEGH . DWGS . __ _ .......... . , . ___ _ _ _._. _....... _ _......._ _ ... _.:... ,. _... ___. . _ , MEP BEAUDIN GANZE CONSULTING _ _. . . .__ _ _ _ _ _ _ __. _. . . . .... _ ...._ - _ ___ _ _ _...._. _ . _ . . .......... . _.... _.. _._ . ___ ___ _.. ..... . . ,. ........_ . .... ... . . _ _ _ _..__._ _. ENGINEER ENGINEERS, INC. _.... . , _ 110. E. BEAVER CREEK BLVD. SUITE 202 �LO',! � � � 1 !'\ � � ' l.� � I I V I � E T , AVON; C0 81620 t: 970.949.6108 � ' A120 � . . SGALE : 3/4" = 1 '-0° r � ELEGTRICAL HEAT TRACE � � � � � � A� 130 � � �r ► AT GUTTER AND � � 4' - 0" 16' - 0° 10' - 0° 10' - 0" 10' - 0" 2 10' - 0° 10' - 0° 12' - 4" 4, _ 9�� DOWNSPOUT ( RE : ELECT) ROOF SHINGLE SIZE 8" X 24" � � PARALLEL WITH RIDGE � o � ELECTRICAL SNOWMELT W = � AT EAVE (RE : ELECT) � 1 � � � 2 ;; j 1 I I I � m 1°� A130 �_ A141 A141 _:... ...... .._ h � ' PRE-FINISHED STEEL � � W � SNOW GUARD � � W � W � ELECTRICAL HEAT TRACE AT � � � —� GUTTER AND DOWNSPOUT : � H � � C� __ ... ... _ . (RE : ELECT) o � � Q.. � _. _ ... .. _ . .. ELECTRIGAL SNOWMELT AT d" � '� � � � � � � � � � � � � _ � v v _ � EAVE ( RE : ELEGT} .... — � � � � � _ _ _ - - - - A _ � � � o � _._ — PAINTED STEEL SNOW GUARD Q ~ � C� __.. ... _ ... _ .... _ __ _ EXTEND TO EDGE OF ROOF, TYP . � I-� W � � : � _ _ _ __ , _ � o � � _ I PRE-FINISHED SHEET METAL � � LJJ � � SNINGLE ROOF (TYP) � _ . . �`�-"-- BUILQING OUTLINE BELOW � � 1 1 � � � � _.. _ .. _.. ___ . ..._ . � e . �. _ A131 � Q � � _ . __ _. C1� � � r,�ia A131 _ _ ,,_. . . � ; . — \ ' - - -;,_. N � � J 1 . . . � . . . � � . . . . . . . . . . . i � � -_..�.__. � � . . . � � � �. . � � � . A121 1 _.. __ _ .. _.. .. . . .. ,_. . _._ _ .. 1 A120 � � = o �, ` . __ C/9 o1J � _.. . � __.. ... 0� ...: RtDGE 5: 12 � o� . O 0 � ° _. _.:_ 5 : 12 � � PRE-FINISHED SHEET META� � _ ._ _ FASCIA , _. ._ _ _ � - - PRE-FWISHED METAL _ ��CHIMNEY" FOR MECHANICAL _. ...., .. . _... _ FLUES AND PLUMBINGVENTS � _. (� _.. _.... , . � . .._ _„_ _ � �� !� � �.,"J �� _ �� : � �� I � � — � � - -.. .. _ _ - _ - � � � — — — PRE-FINISHED STEEL — — 15' - 10" — SNOW GUARD �" F V� I � — — — — — — — — — — — - — _ _ _ _ � __ ELECTRICAL N _ _ PRE- FINISHED SHEET METAL _ } � SNOWMELT AT EAVE o . _. _.... .... ........... ... SHINGLE ROOF (TYP) __ .. , -.._ ( RE : ELECT) � , : � � . - . . — . . . — — — . � — — — — . — . — — — N V . � . � � � . PAINTED SHEET METAL FASCIA 17 CCD17 2/07/2011 � �° — — � � � � � — — � � � — — � °� _ 1 FOR GONSTRUCTION 6 . 3Q2010 0 PRE- FINISHED STEEL SNOW GUARD ' , I I d- ISS. # DESCRIPTION DATE ' __ .... _..... ..... . :... _. ' ELECTRICAL SNOWMELT AT._. . .... _...._ _ _.... ... .. _ _ - - ARCHITECT'S PROJECT N0. : 2 ') OC4 . 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R c.`��•ta �� \,� . . . . . . . . . . . . . . . . . � . ' i :8 °o � . :� � ln . . . . . . . . . . . . . . \ � K,�H t � r � � �,y .: � � . wooQ sHiM PREFI � ISHED � HEET fUITL. FLAT SEAiVIED —� g � �` •� � ` • • � ;� p : ? ;; ;� , ; �;� ; .� a � ' � ' , � � SHWGLE ROC}FIf�G . LAP OVER FLASNING . �� ;. �a'�.x , ALIGN T .O. RIQGE Wt T .O. CURTAI �1 WALL PREFINISHED SHEET MTL. FLAT SEAMED � ��'""� ,,� �*.* .�`` S I LL. SHINGLE ROOFING . LAP OVER FLASHING � �' �`�� } , , , ;:� �k�� . . . . . . . . . . . . . . . . . . . . � �� a 8: �. � ��'A �a� � �' �" � �. . . . . . . . � ` � . . �3 4 ` �� SEALANT W/ BAGKER RaD PREFINISHED MTL. FLASHING ��Aa�� ...,�:. £.' ' ��` PREFINISHED MTI_ : FLASHINC� "° �� CLEAT FOR FLASHING SET IN ,¢� , „ UNQERLAYMENT � .�- -°m.' 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WOOD BLOCKING ARCHITECT 4240 ARCHITECTURE ING WOOD BL(�GKIRIG — WQOD BLOCKIfVG � ' � - ff .`� . :� ' 03 LARIMER STREET B AS REQUIRED TC� AS REQUIRED TO ;� ,_ � �- - - 3Q � SHAPE ROQF _ SHAPE RO�F f � ` ' _ , , � BOND BEAM . RE : STRUCT. DENVER, CO 80205 2 X 6 WOOG ST�1 �S _ ' , �' l. '= `� : t: 303 .292.3388 f: 303.292.3113 , _ , , ; - ' � ' � ' CIVIL ALPINE ENGINEERING INC. � , , , , ,; -- AIR BARRIER y , �� , ' ? �; STONE VENEER ENGINEER 34510 U .S. 6 UNITA9 - 2 X 4 WOOD FRAMI (� Ca ' , . , EDWARDS, C0 81632 2 X 6 W 00 D F RAM I N G . . t: 970.926.3373 f:970-926-3390 ' -� . - _ ' " � ; �':� 2 X 6 WOOD FRAMING , �-',�'�`; - ° `t_ ,� ;•,;5' •' SURVEYOR PEAK LAND CONSULTING , INC. ,�� ,: , ,'=, 1000 LIONSRIDGE.LOOP _ - _ ; • ��-: _ � �� ;" r •' VAIL, CO 81675 � - , _ - � � ' t : ' ��. :� t: 970 .476.8644 � E �- 10 �9 DETAIL - LOVV � � : : ` . . �,_� ; . =- ,, , LANDSCAPE MARY HART DESIGN ��,-' ,� ; POST OFFICE BOX 8258 SGALE : < = 1 '-0" BRECKENRIDGE, CO 8Q424 t: 303.431 .6100 � = �T I O N LJ E�A I L ' L4..� V !/ E � f� � � F E � � E STRUCTURAL MARTINIMARTIN, INC. , SG1LE : 3" = 1 '-0�� ENGINEER 12499 WEST COLFAX AVE. LAKEWOOD, CO 80215 t: 303.431 .6100 � MEP BEAUDIN GANZE CONSULTING ENGINEER ENGINEERS, INC. 110: E . BEAVER CREEK BLVD. SUITE 202 � AVON , CO 81620 k: 970.949.6108 � � ALUMINUM CURTAIN V�IAL� �' d Z , . . . . . . . . . . � � . . . . . . . . . . . . . . . . . . a . � � e � - - - - - - - � - - - - - - - � W � MTL. SNOWGUARD m � GALVANIZED AND PAINTED � ~ � WOOD C(�LUMN W( � � o PREFINISHED FL�SNIIV � � y W C °�T SELFADHERING MEMBRANE ATROOF PENETRATION � � LAP IN MTL. FLASHING PREFINISHcD NITL ` � ,� W � PREFINISHED MTL. FLASHING TO MATCH _�.. FLASHING TC? �ATCH � � °� � SHINGLES � ROOFING STRIPPED INTO _ __ � � � � � UNDERLAYMENT 3 4 � a O"' 1� � � I�L SEALANT A166 _ ". A166 � � � � � � PREFINISHED MTL. RO�FING � � TYP . i � i - W � � � � � � . - - - - - - i � i - - — o - - � H � i i �- � - - � � � � ° ° �° o �„ � � � � � ,.�;'� � � � o � � � UNDERLAYMENT I PREFINISNED aHEET MTL. FLAT SEANIED � � � I"� � SHINGLE RC?C}FfNG . ALIGN T.C� : RIDGE V�/( ,� � � T.C>. CURTAIN WALL SILL. � y � � SN01IVea�J' LASI-SiNG PLAfOI DEI�� IL - L F � LP� N � � � ss' , SCALE : 3,� _ 1 �_�,. � SCALE ; 3/4" = 1 '-0" m � I � ^ / � \ �1 = � �' HIGH PERFOFiMANCE COATED � m MTL. RAILING (TYP) (RE :8/202) Q ' � � M . � CUT EXISTING PIPE RAIL SECTION LL! A202 PROVIDE NEW END CAP AND r SUPPORT AT NEW OPENING W PREFINISHED MTL ROOFING GARAGE WALL, TYP . BOTH SIDES , PAIf�T TQ MATCH EXISTING SET ROOFING PANEL IN 4� _ 9�� 4' - 9° GONT. SEALANT i _� PA K NG GAR�OE WA G. I (REXSTRUCT) PREFINISHED F�ASHWG TO MATCH ' ROOFING STRIPPED INTO � ' UNDERLAYMENT ` NEW METAL WALL CAP WITH END AT � EQ EQ NEW UPENING IN GARAGE WALL TYP. SEALANT � 1 1J2" O. D . STEEL PIPE � __ _ _ _ . _ _ _ _ _ _ , ,�s ,� HANDRAIL W/ BRACKETS ` _ BOTH SIDES ; MATCH -EXISTING . _ MTL. SNOWGUARD s WITH HIGH PERFORMANCE , GALVANIZED AND PAINTED �' COATING , TYP . AT ' 1 ' - 0° ' � HANDRAILS � ' f ' � 17 CCD17 2/07/2011 PREFWISHED MTL. FLASHING STEP LIGHT 2 ADDENDUM 1 7. 16 .2010 , TO MATCH ROOF ( RE : ELEC . ) EXPANSION JOINT 1 FOR GONSTRUGTION 6 . 30 .2010 UNDERLAYMENT ( ISS. # DESCRIPTION DATE RE : CIVIL FOR T.O . SLAB DECKING CONTROL JOIN7 ( E) TOPPING S �AB ARCHITECT'S PROJECT N0. : 2 'I 064. 04 � SNO �IY � ,IJ /`1RC� FLASHIIV �I INTEGRALGOLORED ° � AREAA SCALE . 3 - 1 -0 � _- — GONC. CURB n, I � _ _ _ _ _ _ ` _. - - -- . ; 4 .' �' . . .. . � . � . � . . . . � �_ — !_ __- . ,a ° c a � � . ,..._ _..... . '. : a ,. . . . . � �. . . � . � ` � . • ° d , ' a` - ` . . . . . . � ',. PAVERS — _ _ _ — - 1 ,� � � 211 " 'a 'a , " " . _ _ . O a , _ . � ; ', a ,, . . � . � .. . . . . . . . . . . . � . i "�"".�—��d s ' - a' . � °O -, a ° a O _ d a ., � ' ` � � a � ~ � , a � - " - . �a. ' . . a � . . . . . . . . . _ . . '. . . , . ; ' n . . . SNOWMELT SYSTEM ' � ' � � ` a ' - . . � - . ' ` ' - � o _ d , , a _ . . ^ . -.aa` 'Q ,a , CYR " ea o a : s e FIRST FLOOR FINISN . . � �a . . ' �� . • '� � , a .� : - `, a • • 4n^ e qQ . 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