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Vail Village Filing 5 Block 5A Lot P3 Founders Garage Fire Protection.PDF
� r\ , � ,� \ q rt � ' � � ��������� �� � � I �' / ��_ /� 1 �I 1 '-�_ 1 _ � f _____`'_ ,'�,, -�o � ' '_ i � ---_ , . ' I --'_ '' -�--- _�_ ' ' � �� � � -_�_ � � ' ~ -- _`_ � _� ► __ � � �,� , --- � � --_ � l ~-- ' ' '� � � � i 1 I / 4 � � � � � � � F ' � i j 1 / � ' I �i � � � � _ ! � � � ( LOTS 1-13 � ' /� RESUBDIVISION OF BI.00K 5 AND A PART OF `�� GORE CREEK DRIVE—VAIL VILLAGE, FlRST FILING) � � �' �� `��., � S . � � � / � �� �� , ��, , �°` � ``� ► TRACT 8 1 � �`! �'`Y, ���� `��, : , ) (VAIL VILLAGE, FIRST FILING) ' �/ `� .\ i 1 � LOTS 14-18 �� / !!� � �`-��� � �_,�� � � 7 , , � (BLOCK 5) � r SITE NOTES: � � .� � -' ,rp' , f �`'�.` l �'��_, � ;� I I �, r'`� , � � FIRE PR�TECTI�N, INC. W❑RK BEGINS AT FLANGED FITTING INSIDE RISER RO❑M, �� ��, f °� l �. ► � �� �'°� , �`, / ��°�� �''�_,`_ �'_ _ _____ -�_`_c`___,__ -- 1�^_`;;�__-_--='-; ,� ' ' ,' �� !�'� � THE UNDERGROUND CITY MAIN IS A CIRCULATING L��PED SYSTEM. {--,.' f �� �- � '''� �---- __' � -- - ' ' � � �'` �� j �°—�--�_____ _ �' � � ;;� i � ' j%` �% �-� ��? � , , � / ` �j'�� .' , THE TW❑ F,D,C.'s ARE 4x2 1/2x2 1/2 FREE STANDING TYPE, CROKER-P�LISHED BRASS. ��� �\ � ^��� / / �' �--��.'-�-- --._.- � _'-- �f rt___--_--- �-'., ,•, '_--J 1 I '/ d I ` ` ��`��� � � � `_ "�"�_ "__�'�}i rI r�_� ` fl :$ :�' � '_"'- 1 I /' �•�� �'/ I � -�'�..�` I 1 �,' -� / { { ! "�- 7 - --��ir£_ ;; ;�, ' . i°� � WATER SUPPLY INFORMATI❑N; �"�'� � � { �_--�_, =``r`�`='-z�_::,. y;°__t:,-.��_--- __ _ '' , � � � �/ � `�� 11"�.� � � � �'--- ;f�_ "���_--,-`�__;'�� r � ,�/ `,r,�! ,' �� THE PRESSURE REDUCING VALVE IS SET AT 150 PSI STATIC. THIS WILL N❑T AFFECT THE - , � � � � � � � --- ���-_______-___ - �- � r -- ._,,._,�� { ` �''�-_�_ �f� �y, -� --- _____ � ------____ ___, j ,,y �i°� � / PRESSURE THAT WILL BE AVAILABLE WHEN/IF THE FIRE DEPARTMENT PUMPS INT❑ THE \� �""— ��,,,` � � � _'`�__ ;�- ;,` , � / `� � �� SYSTEM THR❑UGH THE FTRE DEPARTMENT C❑NNECTI�N DURING AN EMERGENCY, BECAUSE THE I `�' � � ���'"'���„_ � l� � ��'-�__ '��:: � � /�� �''� � � 4' FR❑M THE F,D.C. BYPASSES THE PRESSURE REDUCING VAL1/E. , �, °-�-. * { �- ` ' �'�. ' ,�� � - �� , / �- - ���"'�---� � � '�� �, ;� ;� `�� __`�, ��' �i'� ��/� TEST DATE� 8-3 04, FL❑W TEST REDUCED PER VAIL FIRE DEPARTMENT, MIKE McGEE, I � / � � �`"' `�� - ; ``_'�-\�=_ __ / ` ///���/�i .�.``�°-,.`�,� � �._ _-_`-- _ �__�__--�w�- -- •�!r / _ I r ------, - -i ` ,_ � , � � � '�.� °�.� DRY STANDPIP CONNECT10N wA SH �' DEPT CONNECTi �f / / / , , � . ////' ___ _ � �-------------�--- - � -- � � ; � - --------G P.kt FLOW TAKE � �{ ,`"�-= ` t . ` ,� , ° ` ' , � ' � ••�`� EXISTING 8" WATER r � � � FROM �IiIS ITYDRA, y � � � , � , / //� `� TWO- Y FLU TYPE Fl E o � � / �� ACTUAL TEST 20% REDUCED TEST USED IN CALCS i _ � � ...�� / � ��``�-•- WITH HORN AND STROBE BOVE �.�°� / � �'� ;---_.__,� z _ -- , 133 PSI STATIC 106,4 PSI STATIC , F_ � % I, , ��._` � . /�i � r%���� / `--- _ .�...._ �_.��.��__.._.�..�.._._.��T__._._�..,.-`� , ' �,�� �� / 122 PSI RESIDUAL 98 PSI RESIDUAL � �-'-1--- _� ` ` � � P � ' 963 GPM FL�WING 801 GPM FL�WING � LOT I ' � ` � ` � ` `c T- � � �, � `r l � � � (BLOCK 5-A) ' ` , ` ' , < <�, 4 , `�`�-� < � � � � ` ` c �'f' `' 2 S � F < < < z F �� � �''���4_r`� < � r� � , � 4 . ;; . _ . , —..---------��- � � I SYMBOL DESCRIPTIO�= � ` � i , . � �� , .; " < � ` ` < ' � ` ` � I . � - �,• r /a . < , � MILL CREEK ' , ii - ` , e`' . Y �� � i WV � \ COURT � < 11 , �` ' ` �`_ / �.. � � FlNISHED FLOOR � � • F i i WAIL OF PARKING ` ° Q' ; � , < t � � -�� � E��. 8,88 0 � ��GARAGE BELOW ' , �� _ _,_--—�f � � EXISTING WATER VALVE " `, \ �` , � " � '`� � `"` � � � �`t �' ' ` , , � \;, ; �'�Q EXISTING FIRE HYDRANT � \ � ` < � �� � � � < < � � • .t � STATI ANO RESIDUAL PRESSURE __- - ��.J� ' � '' ` �► � f , TAK�N FROM THIS ITYDRANT , f "�'�'� � ��-_� ` �� « ' , . ,: �, � , � ' ` \ �� lOT P-3 , , . < � t , . '• . ,- < , � -" ; � � i i (BLOCK 5-A) /, , . � t 1, � �J��' � . < _ ' • , , - , „ �� . . ;� . � .- , , , , TRACT G `\ , l � � .� ' .. f i ` � ' , .`Jz+ � ;1�)� ' , ` i ,, " � ' � (BLOCK 5—A) ` ►� ` ° � ` `� , , _ " � �\ �; I i 1 � , ` � ' � , , °�,! . , ---*"` � � - -�, X i� ,Q < < < f. , I „ :.'r'S; � r �;�' ,� • , . . . . < �l•j� ' , ` � ', \ �'���.;.->, - . � � . . � ` , I \ ` �/��.'�'�'' � J`` . Q ` < . ' ��� L . 1 i �� � <, �"" , �. � � ► �< ,t � `, ^ . , `A PART OF LOT:J t� < , � < , (qIOCK'5-A) �� I \ FlNISHED FLOOR � �� < , r ` ` < , , < � � � I LOT K � ELEV 8188.0' � i s f < * f , � � (BLOCK 5—A) f , \ �, , � . � � �. �, , . < . , ' ° ��, ` � t ` � � E \. \ � ;\ � � ' ` ' ` I ` , ; ; ` < ` ' 1' , ` , I , � // C. �<" ' 1 .r� `� \ ' . � ` < r � ` 4 ' � , ` � � � I �' \� \ y !� ��(, �� �� � � . ;(y � ' < « <� , ` s` ' < < I � � � � \ \ � - �--�"� � ` . , . • , , < �< ` ' . , . , t , � YILLA YALI�ALI,�i � ; ,,w �� �< �, ;`��� � . uoN `s � _ CDNIIOdfINlU�S `` �,�� ,°`°��?;. ` • � , f , • , � , . , , ' f ' � � - ► \ _- :- , ; `� // .`�:f.`� , �E . < . I i �! �, \��` 4 ` . a � ( t.s . .< < i ' . � `` � ( < � 'G < f ,_�'____'__' `)` ' , I / �/ � . � . � + � � e < � ` ' •r ` • � ` ` ` ```�`` ` � , , ° '` - , ` � ` . s , . 1 -----� ;;- - A PAR�F LO j� /_ < . � � . � -. . • r � � �! �� I � � : , , �`a � ` ' HORN AND 'Cf206E, �` ,4. < < • � , � . << =------------ ___ _ - ' (BLO 5—A � � �/�'� �4��/ , /� �� `!/ II � •� ' _, r , ` ` , ` . ` ` , ' < ` ` ` � , - � /, �/'� l � ` ^� , � , . � ` POST INDICA7'OR 6 S&Y.,`�ALYE ON THE i �'�, x,/ �/ \ �f�PS� !.� ', f ' ' `��4`ti <� ` � . , � � � SE1PPtY�SI[�E QF THE� BAC,KFLOW PR�VENTER i /�' / / �� ��� �S�=�'--�"� � . I I I �. ` .•�:�`'�. � „ < � . ' t0 ALLOW 'A1E VAIL�IR�DEPJ1ftTMEN7' TO 1 , ► , ��� � � •� _ `/` � I I i � �` ,�t:.O � `' ,. - SHUI'�EF' THE WATER SUPPLY FR6M OUTSfD I � ��� 1 � j � � `�`�� a F 1NE.PAf�KING �TRUCTUR�. (Q�R VAIL°F D.), � ` ' , , / „/'�� - \ `� i � � i � � 5 �` °�; ' , , < RE;FP-� FOR QETAIL, � I / „/ � ,�f � � � � . `���� � � � . . � ` � � ` ` 4 1 _-- d/ !! �' \ � ��-`����`�"`` � ` � � , � • < <' � � :_ ' ! ,/' /' � / ` x:.�-.` `� ` � _=_ " I ''� ,�' ,i'� / ` , . � I ` � �`�' �t ` .� " � f, < ,� �i� � - _ - � -'/' '°/ �= S `� � � \ , I I `i` � . , ��. I , _; � ,/ �/�� '� /"� � � - ' C �����~°� ❑ ` F ` < . ` • ' ` , �� ,�� -_=-' /' a,/ / �';�i, ,/�i '� � \ � I I \;` ��,'� \ ' . � •s + �* ` ', J c' i __� ��� � ��� ,-y i�? r / I , . `-' ` < . ' � '' , , - ' �� "V f i \�.'' I � 1 � ,��~� < < /j . - � ��` / i ' \ � � I I ��� � . � ' . `�i` I � �� � ! � I ' � � < < < ` < ' ��! ` < �� / !! � � `` `` ° < , --- _=_- t-'� . � ��/ �� �� - � � ^. � i � A ��,� _� 1 � � � � \ t I � � ���� _�--_ � � / " � .,,•� / �` j I 1 � O ����-i f < , - ' '_- m/�i _��.,_ ,/, � I i <. �� ` ' � / � �. `, °`` � ° - -- - ��^'' - � >` �' � ' ��' � i i � ''\ ` -�� � �/m� � --t��"� �p'�'�.; /�� \\ � � ( `�� � t � L, � . <d/ ' �4�J�/ I � � � �� y ,f'�! ,' � � ` Cf�RISTIANIA .4T �` � ( i ` � °�`°'�:�, ,,` ��� ,�� �l � ` \` YAIL CDNl�O.IlINIUAlS ; � I < 'O� ` . . � �,/'/ /� -f...`.._ �� �/ \ � (BLOCK 2� LOT D) � ` ` < l � . , „� ��/� S ., �, . . ,, ,< . � / � \ (VAIL ViLLAGE, FlRST FlUNG) �'�,, i ; � �m/ � I I ` . I i � � � . �\ ., . .---------------- .' � ", � I �` �`� E �4 ���� `�� �� /, _'-- _ \ `� 'i �/ ` I � li � l � Il i ! I � �� � ' K � �` � ` ,� /� / . . � \ �.� i � li � i � � � �� � v � � � !/i ' J �'. ` �� �/ I � I 4 I I' I � V 1 .; - ,� TR AC T H __ -- --� � EXISPNG 12" WATER �`���—� � I I I I I I � � I ' � ' � / �� � , �� - � , ,= � I � , . , ' , , � , . , � ' G' , , , , , , , , '_ \ ('". ',,t\� , , , , , , ----------------------, ' , \ � .-------- � � � �------------, ; ---------------------- . : ,; � ,, , � � , �.�-,. , , , I , � --- ----------� , ---------- � ; �; , ---- , . � -----�-----------------------_' . , - '• \ . i I ;' � � � \ ' �------------------� � �1 � R ��, / ��`. \� \ � i � � - �—y ;-�:� , � ~� I CHATEU . � t I �+ ,{�� � � � � `\ ��\ CHRISTIANS � �"� �`6 ,� �.•-��� °"4� � � 4 I �F �+ °—��ty �M� �'�h '_'�.xa - �� YIST.� B�4HN \ � TOWNHOMES � � � TRACT E �� �'�° n�� �„�����r� � e�.",k��„E.��.,�s� � � '�� � \� � (LOT D BLOCK � � '� (BLOCK 2) �"s5����� ' � 3,��� _ �� � � LOT E 3� d� �� `�:��brF� I �sa �r;,,l n I 216 PAGE 702) � � ���-� , � BUIL1>ING �� � 306 ff�1NSON __ :, � � \ � � � ( ,� ` , I R14NCfI RO�lll � V*�v�. � � � 1 fi TRACT 0-1 1 a � '�� LO T C, � � � �(BLOCK 2) , �;': .�o`�. �_35s ��, BLOCK 2 '' � I 1 I ; �'����: .� � `; '' \` ' I i � ' � �: � \ :� � � � � � LOT D-1 ��� �, `\� . /'' \ I I I � I � �. sw�� �- ��,�— �r,.� �r.. �p �..-,� �c��, �. ��v m�� � �� ��� „�� �� � ��' 5����i��S _ � �'�� �-�. ' ` 2. r�s� � ��S � �(I�t T��Q � �� �e.7����4��6?"L� �� /�'C./G1'� /A lr�^l�^,.,- �j <y 4 - T r � �-t ����� � � � �L.rr�� � S�ln,t V � �nv��� ( ��,�^+r����• c.� ��`�'C'� l`�` �? � � 1 , v� r,,�s y l ?-e� GC�,-�Pa"I►'vn� �-�, �, �ss��� -��f- �i 1 u - SITE PLAN �'' �r�,,,,,, � � , � �- � � � , �t�.� �Q.��1,,z� G,,,� Z �PS �� d-�c��,s � , , �, �'i�l� �� ��-,� '�,�,� scn�:r-20� ��t n s 1 nd t ��� �,, 5 � - , c� �; �'�n�►'�-v ln/l{�,.�, � � � u I uga �'�r�,� �� � ' �` C.� � � I / 1 � ` l . � V�,�G�t(� r . 0' S' 10' 20' dn � �� � � �"��'.�.' � �, �G°�''�' r- � � �- c�. C��L�'r ��� v`r�u rre� � � � � ���s °�i'�o( �hs��G-}oY-� ...�,�, w�,� s�d � � ��,f- �, ��,Z.� REVISIONS SPRIP�KLER SYMBOL DESCRIPTION FIRE PROTECTION INC. d�,�.-� `,°`�`' � n-��-I i _--- �� �• `'V`ah+�� G�1/�0( �71.5 (/�tY� ��'"l� '"��L �1�� ( N0. D(PLANATION SYMBQL SIZE SfYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL � � � 4981 E 39th Avenue Denver, CO 80207 � v s ti v�l� � � � Phone:303 3991366 Fax-303 321 5084 � � .,�, �ds� �h��G 1�S S l . J,� ) � Archt cts Rev ewments by Fre Dept. and Colorado State Contractor registratio�n�e04-160 � � �C�n�I t�5 � u� b • �d I I P�" V�t l'l� --� �6� .SW(t'C,�n. �, o� P R OJ ECT I � � � � ���.(i �► � 11-29-2004 (� �,' �-,� � o , � �P �G� � � � -�rr-�t Ta-�� . � � � � � r S�`°�`''� ��' ����s - V��� �(1�� VAIL PARKING GARAGE AT P-3 &J S��20»=�'-o„ �' d s s-�,� �,� / � � 350 Hanson Ranch Road Job No. � VAIL, COLORADO L-04-173 Drawn By DLO x O o D D Scott Allan Roll O��vo C�QDD FIRE PROTECTION SITE PLAN ecked y SPRINKLER DESIGN SOFTWARE P.E. 33276 � (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET Sheet � ' TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT � FP-1 of=J � � . * � ', ��'} i � ° �� � � ���,��$ `��`� � Fi U � ' ` ' - , a i � GENERAL NOTES: THIS PROJECT C❑NSISTS ❑F PROVIDING TW❑ DRY PIPE FIRE PR�TECTI❑N SYSTEMS T❑ A NEW THREE-ST�RY PARKING GARAGE, ❑NE DRY SYSTEM IS FOR THE PAVILION AND �NE DRY SYSTEM IS F❑R THE THREE LEVELS ❑F PARKING. A MANUAL DRY STANDPIPE WILL BE � PR❑VIDED IN THE TW❑ STAIRS. CONSTRUCTION IS P❑URED IN PLACE FLAT SLAB CONCRETE, EXCEPT F❑R THE PAVILLI�N AT THE T❑P LEVEL, SPRINKLER DEFLECTORS SHALL BE 1' T❑ 12' MAX, BELOW 0 FLAT SLAB WITH PIPING PITCHED PER NFPA #13, SECTION 8,15.2.3.4. DRY SYSTEM AUXILIARY DRAINS , SHALL BE IN ACC❑RDANCE WITH NFPA #13, SECTI❑N 8.15.2,5.3. w w J a C❑NSTRUCTI❑N CLASSIFICATI�N� GARAGE: TYPE I-A ° Z z PAVILI❑N: TYPE V-B a cu pq o PRIMARY ❑CCUPANCY CLASSIFICATI�N: GARAGE: S-2 � x ST❑RAGE� S-1 fP-2 � .� N SQUARE F❑❑TAGE ❑F PARKING� r �' GARAGE LEVEL 3: 14,341SQ,FT, O GARAGE LEVEL 2: 17,287SQ.FT, i' GL❑BE VALVE GARAGE LEVEL 1: 16,940SQ.FT. 1' PLUG T❑TAL: 48,568SQ.FT, 1' UNI�N C O INSTALLATION PER NFPA #13 C2002), NFPA #14 C2000) AND THE VAIL FIRE DEPARTMENT, �-2 � PROVIDE PIPE NIPPLE � TO CONNECT DISCHARGE USE ALL U/L ❑R FM LISTED EQUIPMENT. O ❑F 1' GLOBE VALVE OO OO QE �O Q MAXIMUM SPRINKLER HEAD SPACING IN GARAGE - 14'x14' or 196 SQ. FT, USING EXTENDED C❑VERAGE SPRINKLERS INSTALLED AS PER THEIR LISTING. � ' O O o �— o O 20 ' , �� ' a �' MAXIMUM SPRINKLER HEAD SPACING - 225 SQ. FT, FOR ALL LIGHT HAZARD AREAS, O 5 O 15 DRY INSPECTOR'S TEST DETAIL MAXIMUM SPRINKLE - O R HEAD SPACING 130 SQ. FT, F❑R ALL ❑RDINARY HAZARD AREAS. � SCALE� 1' = 1'-0' o EXTERIOR WALL ALL PIPE DIMENSIONS ARE WITH FITTING TAKE ❑UT. � J�B CHECK FOR HIGH TEMPERATURE HEADS DRY PENDENTS AND H.S,W, T❑ BE FIELD MEASURED BEF�RE ❑RDERING, MAINS T❑ SL❑PE A MINIMUM ❑F 1/4' PER 10'-0'. 0 RISER DETAIL- PLAN VIEW FP-2 SCALE : N.T.S. BRANCHLINES T❑ SL❑PE A MINUMUM DF 1/2' PER 10'-0", MAINTENANCE ❑F THF DRY SPRINKLER SYSTEM� IS THE OWNERS RESPONSIBILITY. HEAD GUARDS T❑ BE INSTALLED ON ALL UPRIGHT HEADS IN PARKING GARAGE AND AT ALL SPRINKLERS L❑CATED WHERE DA�IAGE MAY ❑CCUR DUE TD BEING HIT BY THE PUBLIC. } RISER LEGEND , P� �Na' G°'r0�' THE PIPING T❑ BE USED ❑N THIS PR❑JECT C❑NF❑RMS T❑ THE 2002 EDITI�N ❑F NFPA #13, QA 6x4x4 FLANGED TEE SYSTEM GALLONS: 990 SYSTEM GALLONS: 38 'Y��VE ALL N❑N-THREADED �IPING SHALL CONF�RM TO ASTM A-135 WITH SHOP WELDED ❑UTLETS, AND/�R OB 4" FLG. OUTLET FOR DOMESTIC WATER �o� �G ��' � ' � S MECHANICAL TEES, W'ITH R❑LL GRODVED ENDS AND 'STAR" BRAND GR�OVED FITTINGS AND C❑UPLINGS. OC 4" GRVD. FLANGE G• v�C,� QQ' � �„ �p P� � .`O �'I.,e,l � � J QD 4" WILKINS PRESSURE RED. VALVE ��O r ,`O�' `bOBO _ �� ALL NON-THREADED PIPING IS CALCULATED AS SCHEDULE 10, BUT MAY BE INSTALLED AS EITHER MODEL: ZW109FP GxG o�-��' °c BULLMOOSE TUBE "EDDYFLOVIr', WHEATLAND "MEGAFLOVI�', OR TEX-TUBE "TEX-FLO1N' DEPENDING ON PIPE o�->>' E 4" AMES COLT SERIES 200a0SY B D. „ Q 8D �Q AVAILABILITY. ALL 2 NON THREADED PIPING IS CALCULATED AS SCHEDULE 40, BUT MAY BE INSTALLED DBL CHK. BACKFLOW PREVENTER � AS BULLMOOSE TUBE "EDDYFLO ' " " WITH NRS GATE ON SUPPLY TO ALLOW. W OR EDDYTHREAD 40 DEPENDING ON PIPE AVAILABILITY. A POST INDICATOR AT GRADE LEVEL N N � ALL THREADED PIPING IS CALCULATED AS SCHEDULE-40, BUT MAY BE INSTALLED AS BULLMDOSE TUBE ABOVE. � i' \ �' �p ; � � ; EDDYTHREAD 40' DEPENDING ❑N PIPE AVAILABILITY, � 0 4 OO q ALL THREADED PIPIN'G SHALL CONF�RMING T❑ ASTM A-135 W I T H B L A C K S T A N D A R D W E I G H T D U C T I L E �F 4" GROOVED 45 ELBOW � _ � '� � � i�� � ��� IRON SCREWED FITTINGS, QG VIKING GROOVED CK. VALVE `� r------------ -----�----qt--- --- --------- � � �� MODEL: G-1 ' Q �--- - 4 ALL HYDRAULIC CALCUI.ATIONS WERE DONE USING THE MOST CONSERVATIVE CASE (SCHEDULE 40 & SCHEDULE 10), � � � 0 OH 4° GROOVED 90 TO F.D C. ' O DUE TO THE PIPE SHC��2TAGE THAT IS CURRENTLY PREVAILING IN OUR INDUSTRY. � � JQ 2" VIC QUICK RISER GxG, SERIES 756 (DRY PIPE VAL) , Q � _ � Stt S���N G S EE �'�GT�oN $ CQ EO � ALL THREADED PIPIf�i SHALL BE SCHEDULE-40, C❑NFORMING TO ASTM A-135 WITH BLACK STANDARD � RT R.�G HT ° , � , WEIGHT CAST IR�N SCREWED FITTINGS. � QK 4" VIC QUICK RISER GxG, SERIES 756 (DRY PIPE VAL) WITH � � I ; �� ,� Fd R GO NT. �R.. CotJT�� � o , i. � QUICK OPENING DEVICE IF NEEDED TO MEEf 60 SEC. TRIP TIME ; ti�\`� 0-8 �-5 F 1-0 1-4 � ' � THE FITTINGS T❑ BE USED ❑N THIS PROJECT WILL BE THE FOLL�WING� OL GENERAL TANK MTD AiR COMP., MODEL: �T�22o20o O - ---' �' 24� 20 15 4 b ��� 6 O �; 1. BLACK DUCTILE IR�N SCREWED STANDARD WEIGHT GG/H2 O OQN 2-4 O 2, GR❑OVED FITTINGS C❑NF�RMING T❑ ASTM A-536 CSEE CUT SHEETS), OM AIR MAINTENANCE DEVICE PIPE STAND GG/H1 E STAND 3, WELDED FITTINGS C ❑NFORMING T� NFPA #13 2002 EDITI�N CSEE CUT SHEETS), QN WILKINS PRESSURE RELIEF VALVE - - - _ MODEL: P4000 _ PIPING HANGERS SHALL BE IN ACC�RDANCE WITH THE 2002 EDITI❑N ❑F NFPA #13 AND ARE LISTED BY "Underwr�ters Laboratories', HANGER SPACING WILL BE IN ACCORDANCE WITH NFPA #13, HANGER R❑D DIAMETERS SHALL BE IN ACC�RDANCE WITH NFPA #13 AS F�LLOWS, 1" THRU 4' PIPE,,,,,,,,,,,,,,,3/8' ALL THREAD R❑D ; S" THRU 8' PIPE,,,,,,,,,,,,,,,1/2' ALL THREAD ROD � S YS TE M R I S E R S E C TI 0 N DOCUMENTATI❑N OF THE STRENGTH AND/❑R SPECIFIC MATERIALS USED F�R THE C�NCRETE SHALL BE � S YS TE M R I S E R S E C TI 0 N SUBMITTED T❑ THE FIRE DEPARTMENT T� V E RIFY THAT THE C�NCRETE IS ADEQUATE T❑ ALLOW THE P-2 SCALE : N.T.S. FP-2 SCALE : N.T.S. USE ❑F DR�P-IN ANCH�DRS, �.e PULL-�UT TEST RESULTS �R THE STRUCTURAL ENGINEE RS REP�RTS, HYDRAULIC DESIGN CRITERIA � REM�TE AREA #1 - PARKING LEVEL 1, , AIR COMPRESSOR SHALL COMPLY WITH NFPA �13 AS FOLLOWS: ❑RDINARY HAZARD GRP. 1, ,15 GPM/2081 SQ, FT, WITH AN ALL❑WANCE ❑F 250 GPM FOR HOSE STREAMS. 7.2.6.3 Air Filling Connection. ' ; REM❑TE AREA #2 - PAVILI❑N ATTIC � 7.2.6.3.1 Theconnectionpipefromtheaircompressorshall LIGHT HAZARD, .10 GPM/555 SQ. FT. WITH AN ALL❑WANCE ❑F 100 GPM F❑R H❑SE STREAMS. not be less than�i�i in (l8 mm)in diameter and shall enter the � system above the priming water level of the dry pipe valve. � 7.2 6.3.2 A check valve shall be installed in this air line,and a , shutoff valve of the renewable disc type shall be installed on J WATER SUPPLY INF❑RMATI�N� �+ the supply side of this check valve and shall remain closed unlessfillingthesystem. THE PRESSURE REDUCING VALVE IS SET AT 150 PSI STATIC. ,o ' 7.2.6.4 Relief'Valve.Alisted rel�efvalvt shall be provided bc� � TEST DATE� 8-3-04. FLOW TEST REDUCED PER VAIL FIRE DEPARTMENT� MIKE McGEE� tween thc compressor and controlling valve and shall bc sec to � relieve at a pressure 10 psi(0.7 bar)in excess of the operating air pressure of the system. � � �� �� .n 7.266 Automa6cAirCompressor. ACTUAL TEST 20% REDUCED TEST USED IN CALCS �" ++�o��, jy�','. � `�� "q.w��� .'S� �.��y' ��f✓"� � � 133 PSI STATIC 106.4 PSI S T A T I C ��c-�-y����'" ''�. � '�``'�`i` ,,.�a, C� �; �.79�:�t1.�,`�u°� t'r ' y.+% �*yy�nY� 122 PSI RESIDUAL 98 PSI RESIDUAL "� ����-'°° �� `�A ��''�'�'�''�, . .6.6.1 W here a dry pipe sys tem is supp l�e d by an automa�c ��,wq.,_1�;���. a��w, ?� r air compressor or plant air system, any device or apparatus i � � o k ���� u se d fo r au coma tic maintenance of air pressure shall be of a 963 GPM FL�WING 801 GPM FL�WING z;,,�'a!�'��''���� `'' "' type specifically listed for such semce and capable of conuol- Jy���� s . ling the required air pressure on. and maximum airflow to. i � �- �S �i the dry pipe system. � `Y e i � 7.2.6.6.2 Automauc air su 1 to more than one d i e SYMBOL DESCRIPTION �� ,� ��_____..._. 11� 1 ,p+� PP Y IY P�P ___�---__�_- system shall be connected to enable individual maintenanc� _, ,��" _=; .`;+'e. ._._.—�-----"�— o a�rpressure in each system. --�-- APPROXIMATE HANGER LOCATI�N °-""�' �t� �� .2 6.6.� Acheck valve or other posi[ive backflow prevention - �a^ ,^-� evice s all be installed in the air supply to each system to o-�,. '�(y, 0'-0' DIMENSION ❑F PIPE WITH FITTING TAKE O U T �� ` "� `�� � prevent airElow or waterflow from one system to another. `�`�r, - c 7.Y.6.6.4 W h e r e t h e a i r c o m p r e s s o r f e e d i n g t h e d ry p i p e s y s- � �� '��� °�, i�'' , tem has less capacity than the discharge through a �-in ori- 1 fice at l0 psig,no air maintenance device shall be required O HYDRAULIC REFERENCE P�INT �, �`��;�, � ��.�� � �;�;�� "� �'`�;<'��°-, .2 6.7 System Air Pressure, L�/ ' 7.2.6.7.1 The system air pressure shall be maintained in ac- ' ^� � � V � cordance with the inswcoon sheet furnished with the dty � � \ pipe valve,or shall be 20 psi (1.4 bar) in excess of the calcu- ` `` � lated trip pressure of the d�y pipe valve.based on the highest normal water pressure of the system supply. ` 7.Y.6.7.2 The permitted rate of air leakage shall be as speci- j REVISIONS fied in 16.Y.� SPRINKLER SYMBOL DESCRIPTION .r���_ � �� I - k=; - -�� =,�� � , ��F� �� �°�-��`�,-� ��� Y� FIRE PROTECTION INC. SYMBOL SIZE SME MAKE FlNISH MODQ TEMP K-FACTOR TOTAL �� �� � � � � 4981 E 39th Avenue Denver,CO 80207 1 Changes for comments by fire Dept, and Phone.303 399.1366 Fax.303.321 5084 Architects Review Colorado State Contractor registration#04-'160 PROJ ECT Date : 11-29-2004 VAIL PARKING GARAGE AT P-3 & J Sc���'_�'-� 350 Hanson Ranch Road Job No. L-04-173 VAIL, COLORADO Drawn By / /� DLO y �����/�=JDD Checked By Scott Allan Roll SPRINKLER DESIGN SOFT�PARE NOTES AND RISER DETAILS P.E. 33276 � (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEEt TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT Sheet No. FP-2 of 7 � `� ° ' . � - �, . . ; . _ r , . , .: , 1 . " 3 , � . a � . a � . a � � . a � . a • . a I e o 0 o e e l� 4 4 4 q q y � 1 - SITE STAIRWAY, I 18�-� S � EXPANSI�N CASE ALL THREAD ROD I � � � � P � , , � � - �8_94 7 , , � , � � % � , � � , / 9'�" � A � HANGER RING _, � / � 9 �' _� I � % SITE STAII�WAY, 28,,� ! � � , , , ���-�_ ?r•-� �/�, � I � / HANGER N❑, 9 � , � , � � EXPANSIDN CASE HYDRAULIC SYSTEM , � ! ,o � 4" Dry Standpip / � / � STAIR -a �4 3o P�P�n9 � � I THIS BUILDING IS PROTECTED ' P204 0 �o , � / � A UTOMATDICASPRINKLERDSYSTEM C ^ '�' `�� ! � N , 29 / / �� LOCAl10N -�, �� % l ?$ N0. OF SPRINKLERS 8 CALCULATION #2 � _ � / � � T o-way Dry StandQipe Connection . 27 iat 1'-6" to 4'-0' above grade -�, a 5_>>. � , » ry Stan (� BASIS OF DESIGN � �_ co � � r� A `` �U� w' w � 8���s / L" 8� �iping ` \ ' � � - _ � /� / � s � F ?5 ' � 42'-g° AREA OF DISCHARGE 555G SQ�:FT. � � ,� p� � ,` Two-wa�r Fire Dept. Connection 100 GPM EXTERIOR HOSE ALLOWANCE 4' � � 4" Stand i e n '� , „ � ' _ � 1 ,� o / � ��_ at 1'-6' to 4'-0" above grade �� � ` to lower I � -8 ' '� �� � � g•,5, � s � 24 � �- ` with Horn & Strobe above � � �- � � 31 � L `� l �- _ ^ oN , 7.,r. � � � ���_` SYSTEM DEMAND - � � J -� i �� ' v "' r � �N �4,� `s / � �- 4 1. GPM DISCHARGE 129 ~`_ � � . ' �_9 ` � � , / � o I �., � 2. RESIDUAL PRESSURE AT THE 74 � ^ .�o-,p � � ��,�- ° , �'�-� � � Ni /l � � ` +'�- o � `_ RocF nF RICGR – (AILICIE 15 ) \ � � � � � . p s ^ �, ^ �� �� � L ,� Jl'�- ^ ` ,� o ''�o� , % ''�` 4_�' ��`+�°�+�"o ��� � ` SYSTEM DEMAND AT STREET /� ,\ 32 � ��, � - ` ^ � �-`_ � � � / I �� ,_� �� °, sr 4" Fire Dept. Connection � -�, 115 M° ' � � � �- ' _ � � i ° � oFl� Piping GPM REQUIRED: 229 ` �'�_\fe co 4'� ' 4 0 � A ^ ` � � �'�_ , ' i / � 7-10 ° � s s PSI REQUIRED: 80,6 I , -' PSI AVAILABLE 105.5 � "� `°- OVERAGE: 24,9 PSI = 23,6% . E _ - 2-8 ^ ^ r 2 flex coups `�� �_ 0 1p ^' �� � � ��" , \ � �_ _`` 10-p � 4 4 ,�, , ., , � � _--�_� \_� �- ' � ,! � ` _ :,°' .! � ,� � oo � � � - � -- —�_� -0 2_ 2 4 � _ w � t, I 9.� p.� ; A_ o � \ � ^ ---� �' '_`1 �s 4 / a s_9► � _l, ` , i . � `ri ,i �- s ' -`_ 1j13 "r ,! � "'� ' `` ` 2 , o T I ' -,_,` ��22.5 �� � 33 q �� � f! � \ 7i� ' � ��1�� V� � `\ � l�e, /� � ` '�R �O � � I I W ``��� �/ O OA+ �4 O A+ � � � 0' ;� d•_,,, . J � -� \` 9 r 4� �,>>� ., N �, / I I �� � , ��_J o p 1 7 10 ��� r— � �� ` o , 4_3 2 7� � _ , �o►.,_ , N_ � � t0-92 19 _ --- B � � co �� � �o / � _ o, �2 10-11 � — . 3_ ' �+ � / _ 1 _ � ^r � � ,� } N- —� � ---__--_ _-- c � 4 , , —_ � 4 � �. �-� - � i ------ i° �. �- o '13_�p� 1 / ��� l, i ��_ 2'9 4 / �II � �:�� _l-� 1 � \ � N \ 34 �' ' V 13-1p2 � li�� P��Wf NG '�p � �� ` ��j 1�- � ^° � ` _�6 ---? N ` w- L .�I— J ��9 18 � ►` �T LL 4 -�- ; � i � b ' � �� � � , v g_9 ° 4 108 i \ _ S � � �� � � -' `� �� � � i i � � � � �� -� 22.5 11-4�� �°�ti �' � � � 1 _ \ � i i ' i i � � �+O o � � � � � � � ' r �� / ' 4�'0 � ELEVATOR 110 � ,�, �. ; , �4 �3-�� _ P 1 P2 P3 P4 P5 /� � 4� � ELE. LOBBY , o� �4 01 � `\ � �4 \ � i r `° /� -� � � � 23 1 � ' �q � � 13-11 � ' `� , » ° � ' � — " ° � . 8 I I 4-� � 2-52 I I �7 0�� , 12-5 3'-9" 7'-11" 6'-4 � Stand i e � 35 3- 14 ' = P P -��;�/ � 7 r i P201 1 0 C 3 �� ' Piping // ' � � �� � ^ 207 �,+�°c ��-�2 � `� �`- ' I �` � q i ' ' � � _ o I �� � `. ' - � .� �- � -� ' � D� H S.W. I I I I _- `�,� � �. g-� � � ' `; � �- � �1 ,,y � � ° I � I � PLASTER CLNG. I .� --_� "- `\ ^ �- _I � `� �'�4 , ��� ��,,`- Nti �', � , � I SLOPE w/ROOF ANGLE I E = 8'-0"A.F.F. I I '\ � , _ � I I ' ' � '� 1 1" B D. �, / � .\` �� _ VP � 22 \ � I I ;� � ��� � � AIR � � � q`ti I ' � `� 14 b ' \\ �' � - , ' �, • 6� B . 02 �4 'r.r � 12 ?1�2 co �p�, + 1 I 1 � _ _ i i , � I � STORAGE �, � `* � /\'` , , ' � 206 ��� �l� 1-1 2 11-10 � �.r , �+ I 13-t02 16 PA ---- - ------------ - - - - --- ------------ � o ---- ------ � � ROOM 1 "'� �'81 �-101 � \ `s ��o•� '� �.�`' � �� �� ,72 � � p ��� 13-102 03 , � � � , T � P2os � �\ f� °� .�^�' � , 135 - �` ., � � P __ � � �o B 2� � \ z-� � � _�— -� __—_--- - � N � � � �� �- , ___- I rt � � �� I `\ i : \ — M � �j�,i : � � � '/ s �� \�,�,�__ � 4 ' � j' n� �--�_ � � �r `\ '� �4 � � � � ' '� �� ♦ p� ,3�� 1 o I '� I � � -'�- P 8 - - ---- - - ��-�-��-�{�------- -— - --- �---- - ----- --- ---- ------ �� �- , � � �, �-3 s- - ; ,� � , o, 3-�0� r ► � ----_ _ I � , � -gl � � '`'` `\ / '� `s,;' �;%' _`;.�-` o` o �ti i "' � _, � F � EL.= 1 -0" A.F.F. � � 20 7-� � . , � Pa�a1ion Pi,�ting . . � ,+ � __ / �0 , � '� � � 9 ,�� � , , , , , , , , �i . `\ ,; '�p i F --� � PARKING � L —�— J � �5 N I � - I� 1-62 E��p,TOR // , � � �-1 ' 121 � \ � �� �� `� Je� � b' ° GARAGE I � � � �f � � ' M 36 � ,� �\,�'�" �^�'� , � � \\ . � �, s 2p � �4 � � P200 , � ! � I OGE BfAM _ _ �-� / � / I �O Q � — � 1p .; �\/ �\' � '� � � aS' } '�� � � J O � I � ' — — � I - �� ' � �, fi� " � � 221 N � ; 1�, �O 22 � / . ' � � � � 5-1 � Z2 I p� ����� flex co ��� '`° � / , �"� /� �, � s , �Q M t4 I 13-1U2 ' � I B D. 13- t � �g� E � 219 h � �ct�`c.� 1 „ p °`• / , '� �/=, � ,� ;� /� 2� ��• `� I / 13-11 � ,,, i I VES� � "' � 4 � / I / �' /� � �� ` i� , ;'�` ,�WSP 'f EST, � DN � �4 � �.-5 I � o � P�01 N 0-¢� -.� i �a 4 / � -`�z ,� 126 3�� a �: �� ���W,�-�. - . , � � �- . ,4 � - . � � , 2 � � � / /' �/ o° �r'" � . � 9 / ��p `\ \,� , � ,y'�•°',,�' ,�9 �,�x0- ,�'��� /�/ / � �' 4 ,_�, _ � � � 2 2`���, 2 � � � ' � � � , �� , , � . ' ' , � ; , ` / I 1 ' I � � � �' � ':p .�'� ' ' �,'``` ' , ��3�' / P � `� „ � ' � , F,�, °c �' ,�. ���'� , � ' �� � / � � 1-4 '� ! � 4 Fire Dept. Connection �� I cL� c�, I � 12 � � ,� `13 `'" �� ,/ , �, �' �v , Piping � � , `r `L ,o , \6,� �•, '� �, �'� . � � I d � �� � I � � 2 `p � i i i � �'' � '� � � p � � ?� � � \'� , '\ F � ,�o.,ti� � � �- - - -1 �� � , PC - ---- - ----------- -�-g - - � ` °- - . 127 � �.- ,�, , �}.,^� � o• �� � , � ,;, o, � �+° 10 , , _ , + ` � � � ,� ` �� l � � a � lq 13 102 ' - 2 g .r `° � ' 0 3 .r � � . '; � , , . � - ' i` ', R ;, ; �' " � �o' � �3 r � �oF �ow �- � ° � ' � � ' 228 / �� �'� �'�� �,\�/ X ri�� \ ,,� �j �' �� �, � � � -1 13_ 2 1 � - ' TO BE 10-9 AFF �4 � � _ I � ,�� /\., , , � '� ,�� 1?, _ J i— I o _ _— r � � e , � / 23 �, � ;� /, �,�, ,�, / �� L �� � N , , r —�— -, _ _---- I , , , ; , � � sr �.�, � �%� , " �: � ._------ •� � � - j 6,6 , , ,1�8�'�.�, , , / ;� , ;j� \ 2 � / / �o-t�' I I -- - � � ' � _� 40 // � � I � � / � / � '� �. � • / I d. i ; /; � � � i J 5 �R � / sr � � � '�,% � J �- —�— � � � SP � � )`6 1 ���,� ' � �., 1",� 3 '� �'� / // I � I �, 12 � ,4,r,4 �� ,, P�02 , � � �� % � � � i a l 124- . , �� � , � � � --- --- � - --------- ------- - -- ' � ' � --- „ ,R ��, � � P D -r- „ �8. - s� �� '`�' �°o�' ��/ � �s � � � '� t' � I �3-��i -�- r `6„ � ' �p` � � � -�'�j � � I � SLOPE w ROOF ANGLE � 0-7 � / � / / , o� / "� / / " � , �4 13-102 � � I � � . �g � , ; �, 0` 2s6' S �- �a . / , ' , ,o-„ ' o � � �o / � r / , / � ' , � � � o�'�� �� 9-1�2 2-52� , I � 1 1 tO� i '�' � � I 0�7�+��"� , REMOTE AREA #1 - ORDINARY HAZARD GRP. I, .15 GPM =o, 8 1� GENERATOR � , � ,�-.5 � I I J Q I S � N P TEST CONNE S Q.F T. O V E R T H E M O S T R E M O T E 2 0 8 1 S Q.F T., 2 5 0 G P M H O S E j R O O M � w � � � , o i � � � F .�, , i I i � .'b00RD Poir+r or ALLOWANCE. SYSTEM DEMAND = 488 GPM � 73.5 PSI. �j P2° � � `� , �\ � ` � � `� , �s �, � � � I i� i wmi �tcHi�cT/ / � 2s \ \ � 22 i 23 ,.1° i , � � ' 2 � , � � '� � � � Zss� �,� � �. � C � � , � � /� / � �O �•> 9.5 , �\ ���� � I 1� I �4 � � SHp,F� � � I p�p3 HYDRAULIC SYSTEM 6 , ' '�° '� � �l�e� � �s � 2?5 '� , ► '3-'� °-'02 '° r , I � — � , , � ,�� � � , ts-1Uz �, `�' � [C / � 1 2 h'° ��' � � I '� � r °° ___ H P E --- ---- ' - --- - � �� ' _ . c ��, THIS BUILDING IS PROTECTED �8; ,�, �, � ` 4 �� �� , 10-"2, ; _,_ ___ - ------------ _ -- - - -- - - I --- — � � � , , BY A HYDRAULICALLY DESIGNED � - A �s J � I I � 1 � � � � . \ \ /,� ' � _ _ _¢. �� `�. AUTOMATIC SPRINKLER SYSTEM 9. 201 5 , � g -- � .,, h + , , , � � LOCATION CALCULATION 1 � '�a `�, � �� � � � � ` - - � _� � "= L`s �.� �� s I I N0. OF SPRINKLERS 12 # /' ' � � —_-�- — � � � I g 5'�� pM A� �� h � � o, � �� � � �, ��'��� � � �� . ' �\ � � 14 I , 5� P206 I N ��` .��. ,,���,°�wt�.� °� BASIS OF DESIGN � �?�� .� � g � � � I �4 3-102 � 5 �s 285 ' ° �t j, E�at� �,.,,,��1=..� ., `'� � ;,��,R;�L* � \ / I � I � C ' A s 4c DENSITY .15 GP � � 1 � �x ��,�-�t,1Ma �-' ;s `;.;� } `^SC i1 Os 4 4 4*,-nr t �r�� Y �.f ��?��1 M/SQ.FT. � , I � L—� � 9 I � � � r Nw f'�,' n.���'��M1ibO� �n1,A.� AREA OF DISCHARGE zo8� SQ FT. �"ti ,� I o � � � � ,\ 4�� Fire. oe�t. Connectio �����;�Ul � AVILION FIRE PROTECTION PLAN 250 GPM EXTERIOR HOSE ALLOWANCE `'� � I I � a, �\ cS s� �. �` Pipmg I • �___..-----�-""� �p- 3� ° ' / `ti ' � I 'I ' ��' .---� .o sc�:Ua•-r-o� �o�cTS�ox s�soFr: . SYSTEM DEMAND 28 .� ^, ^,� 1'- 1I� � I. I �, '(�i���: _--�� �y,- �3 , . �s. ,� s �,' � � ' �°2 �° ' - K Qa$ 4. ti � —_ -- �: 0. �. 2. 4. 1. GPM DISCHARGE 488 °i � ° � . -�+ 1 -N� , __ ---" 2. RESIDUAL PRESSURE AT THE 73,5 / � �`�\2 �:� oo � 30� 18��� �� — BASE OF RISER - (NODE 20 ) �'4 `� � -��, ! REMOTE AREA 2 - LIGHT HAZARD .1 � # , 0 GPM / SQ.FT. OVER � ' °`�``�� \ `� 4 �1-9 THE MOST REMOTE 555 SQ.FT., 100 GPM HOSE ALLOWANCE. � � � � SYSTEM DEMAND AT STREET � %J�Q� � � � � � ^� � � � '$'-� SYSTEM DEMAND = 129 GPM C� 74 PSI. � ' � o i �' GPM REQUIREp: 738 6�� ;� � � � 20 ' �' 2g�_�' ' � ��' PSI REQUIRED: 90.9 UNDERG 0� � \ ' I � � 8 i PSI AVAILABLE: 99.2 �� ROOM \ ! ��-a �/� 16 � OVERAGE: 8.2 PSI = 8,3% , �� P205 � REVISIONS SPRINKLER SYMBOL DESCRIPTION � � . i � Z � 4 \� N0. IXPLANAl10N SIN � SYMBOL SIZE STYLE MAKE FlNISH MODEL TEMP K-FACTOR TOTAL � � _ FIRE PROTECTION INC. 0 � � � 4981 E 39th Avenue Denver, CO 80207 , W \� 1 Changes for comments by Fre Dept and � �532"' `" �`"`� �'--'3/4 M=ECOH=ELO VIKING` "'BRASS: �UI�RfGH =••�155^ �1 T.2"� 103 Phone 303 399 1366 Fax 303 321 5084 Architects Review � ° '� � � Colorado State Contractor registrafion#04-160 c xVK300_` T° � � ° °°--1/2-- -T - M-- -�VIKING-� °`BRASS�._ 'UPRIGHT, .,....w1�55--G -�--°�:.L-= 16 Date � VK300 �28� 1/2 M VIKING BRASS UPRIGHT 286 5.6 5 PROJECT 11-29-2004 �»6 p ,i2 M VIKING CHR RY PEN ,55 5.6 5 VAIL PARKING GARAGE AT P-3 & J Sc i j8�-,�-o� GARAGE — LEVEL 1 FIRE PROTECTION PLAN ADJUSTABLE SKIRTS - 350 Hanson Ranch Road Job No. ^ SCALE'US'-r-0' PqpTE�TS App�pX�,gqp gp}� VK178 ►D 1/2 M VIKING CHR DRY HSW 155 5.6 3 L-04-173 VAIL, COLORADO Drawn By �����_�����A��������-2 ���o CC�L�DD ADJUSTABLE SKIRTS DLO � 0' 1' 2' 4' 8' ❑ ❑ Checked By SPRINKLER DESIGN SOFTWARE Scott Allan Roll EL 9-3 �rs„-E cr�,r��vA„oN oF�s�,c,.�,�,4eovE�,�.00a (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEEf 132 GARAGE LEVE L-1 FI RE PROTECTION PLAN P E. #33276 TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 336 Sheet No. FP-3 of 7 �`� 1 , 3 � � � � , � �s�-o� 5 , , - � , ' / P � , ' � � � , , 18•�9„ � i � � , 1 � �� � � i ' / 9��9� � q , , , , � � -, � � , / 9 �-� � � � % � 28' . . . . , . 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GARAGE - LEVEL 3 FIRE PROTECTION PLAN '� °�� �'� � �'-a '�� ' � 6 �. z REVISIONSREVISIONS SPRINKLER SYMBOL DESCRIPTION sc,u�:u�-r-o' , ��cTS�ox�►,�so.Fr. � 4 � � FIRE PROTECTION INC. � 1 2 NO EXPLANATION SIN # SYMBOL SIZE STYLE MAKE FINISH MODEL TEMP K-FACTOR TOTAL = � � 4981 E 39th Avenue Denver, CO 80207 0' 1' 2' 4' I 8' 1 Changes for comments by Fre Dept and VK532 � 3/4 M-ECOH-ELO VIKING BRASS UPRIGHT 155' 11.2 83 Phone 303 399 1366 Fax 303 321 5084 � m Architects Review Colorado State Contractor registraron#04-160 LOWEST I�VEL-R�FLOOR ELEVATlON VAWE3 FROM 8152-4 TO 8158-2 VK532 � 3/4 M-ECOH-ELO VIKING BRASS UPRIGHT 286' 11.2 4 EL 9-3 �SENT3 T}E CENT6�E ELEVATION OF TFE SPRINCi�i PPWCi ABOVE FNSF�ROOR. VK300 � 1/2 M VIKING BRASS UPRIGHT 155' 5.6 6 P R O J ECT Date . E 1- - VK305 � ,i2 M VIKING BaASS HSW 286� �.6 � VAIL PARKIt�G GARAGE AT P-3 & J S�a�e VK532 � 3/4 -ECOH-E VIKING BRASS UPRIGHT 212' 11.2 2 350 Hanson Ranch Road ��8��-j�-�� � VAIL, COLORADO Job No. L-04-173 3 Or��vo C�Q DD Drawn By ` SPRINKLER DESIGN SOFTWARE GARAGE LEVEL-3 FIRE PROTECTION PLAN o�o - , (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEET 96 Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT 336 FP-5 of 7 —_ .-- .F� � p • �� � � � � � W N d � d N � t" GLOBE VA. �2 X t REDUCiNG COUPLING P5 P4 P3 P2 P 1 2" X t'-0" PIPE NIPPLE i i � i � i i � i � i i i i i i � i � CONCRETE ROOF i COUPUNG DUCING � n�s oN sH�r � I I � j MEMBRANE � I WATERPROOFlNG ON i � i � r & c w000 i --1" GLOBE VA. � I � DECKING ON WOOD � I I � 1 ��S I I � 1 � � � � i 1" PLUG j j � j COPPER STANDING 1 � � � SEAM METAL ROOF 1 � , � , ON SHEEf MEMBRANE � TYP. /2DRU DRIP' ASSMB. 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D(PLANATION SYMBOL SIZE STYLE MAKE FlNISH MODEL TEMP K—FACTOR TOTAL � � _ FIRE PROTECTION INC. � � � 4981 E 39th Avenue Denver, CO 80207 1 Changes for comments by Fre Dept and Phone 303 3991366 Fax 303 321 5084 Architects Review Colorado State Contraetor registration#04-160 P R OJ ECT Date : 11-29-2004 VAIL PARKING GARAGE AT P-3 & J Scale� � 350 Hanson Ranch Road 1�8"=1'-0" VAIL,COLORADO Job No. L-04-173 4 O�v�o C�aDD Drawn By SPRINKLER DESIGN SOFTWARE STANDPIPE SECTIONS DLO . (414) 483-8700 TOTAL SPRINKLERS SHOWN ON THIS SHEEf Sheet No. TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-6 of 7 _ �\ _ _ _ _ _ _ --_ _ _ -- _ __ � _ _ _ _ __ _ _ —__ � , 1 . � � � 7, � � 10 8 6 4 2 � . _ I I I 1 I T.O. FlNiSH . _ � EL.= +/-8192'-0° I I ( I I I I — � � I I _ I �,, � — T.O. SIDEIN -' ' � I ( � � I I ' EL.= VARIES I / � I � i k � T.O. Su�e I _ I I I ��EL= +/-8178'-0" 1 � � I I ( I I T.O. SLAB I EL= +/-8173'-11" APPROX. WATER LEVEL � � ( ' EL= +/-8168'-0" I ' ( I I , ' I T.O. S�,�s � � � � I I � I � Ei..= +/—s�ss'—o" I � � _ I I ( ( � EL= +�/8-8163'-2" � I I � , , � I � > • 1 i � � I � I i � T.o. su�e � � � � � ,f l � I I I � I � I i � l I EL= + -81�6'-0" I - I� I I�� � ��I I � ' � =11 II I �I � I�I�IIG � I I I� I� ' I' � "� � I � I �. I � I I , - � � ; � BUILDING GARAGE SECTION - L�OKING SOU H FP-7 SCALE : 1/8"=1'-0" _ i _ B D F H K ' , ; � � � � � ( � EL= +/-8192'-0" �� r��� � �T.O.FINISH EL.= + -8190'-0" _ _ _ _ _ �I I I T.O. FINISH j � � I s � I -��--�� 1 I I � I I�II , ' _ � ��� - I I� ' � EL= + -8i 80'-0" EL=+ -8177 -6 _ - �� � � T.O. SLAB Gt�E �� ' � � � � � I I ` � i I � J�� � . i� ��� � �� ' � �I� ' I _ EL= + -8169'-3" �� EL= + -8166'-8" _ _ � — T.O. SIAB T.O. Si.A6 ( � -� EL= + -8168'-0" �� � �F APPROX. WATER LEVEL �� _i �ir�ir- �i �ir � I ��I � � I =T�I-� T.o. sv�g � " _ -8155'-10' — EL.= + -8158 -6" EL + �I I I I�I I I�I�I I �I 1�I ' " z.o. su�a I� I I-1 I ' � � � �iir-`�- fi�ii�ii�i�'i 'ii�ii= � ' j ,� _��� �� �� I =11�111�IHll�l�il �II�i _i I(�I I-!I�--I- I 1=1 I�I -I I I�i I- !�I� I I I-I I� -I I I�I 1-1 I I�1�I I I-1 I�I I I�I I i I�' It I� '=1 I I-1I I;,I I H I I„I I I„I I I,�,I.I I���I I� i �I I I�I i�I I�I I-1 , -'�1=1I I-1 I1=1 I F=1 I r i 'I � . , B BUILDING GARAGE SECTION - LOOKING EAST � E FP-7 SCALE : 1/8"=1'-0" ' 5 7 - 9 � � � , , - �— — — — , �- � � ' - � i � - - EL.= + -8190'-0" '� ' = _- _ - i i i i � � i � i i i T.O. FINISH - _ ' _ i i i i i i i i i I — , � � ' ' � � � � � ' II�I� � � FI = VARIFS � � ' ilil ��I� T.O. SIDEWALK i i � I 1 I ����� , � i i i � I I�I 1= EL.= + -8178'-6" �� i i � � � � �, I�I I ` I I�I i� � T.o. s�B ��� � �����-� > � `' `' " • I I�I� �J# _,� �;-�`;°n =,�° �� I `1 '1 `;` � 3 � ' EL= + -8174�-8" � � --� T.O. S LAB i � � �"��,�.6 - . ' I I } II�I �� EL.= + -81s8'-0" '�,��.���' �' ���<44�.:��•-' - `- �'"��-b; '�pE �� � �re � e` 1 � APPROX. WATER LEVEL ��` ; """,�'y�=�� ��'� ``t�� �--- � � � ' _ I I��I �� ����`'° - — `,� _ -- — --� — — — — —` �-�-� EL.= + -8167'-6" �-�S � � , � � � � i i�i r - -r.o. s�B � ���� c� � 3 .6 � � �i i u i ���.:�; �-_.._t„2� � T.0 SLAB 8164'-0° � i� t► ' ' I - ir�i� �������: ------- i i ��� � ��i� I II�. � i3 V. � i _� I I�I� EL= +/-8157'-0'� ��` °2 ,'�:�, � � - - - I I�I �O. S[.aB 4��°���`�';� �;�°, .��,r;� - EL.- + -8153'-0" i � � , �=I�I=����� — � ,_n -�� �;� - II- d� y`�r 2.���� J"��°���r5 ��3 �° T.o. s�e � � 1 I 1=1 I�i I 1=1 I I i�I I �, �W���J�� 4�'�p E���JR-�: 1 I ���_����� ��_ �$e �',��,�'� I I �������� �� _ _���� _ �9e ,� , ' ,v� � I � � � ���=���11�����_������—= w;;�e � �" v � � ' � ���{_���'_��������—���� r�=,. ��':; � ��I�C�,II�,.-.II��II��� =-�,`, �t � ��0,°4 �r�` � �.l � � ������ � p ` � � �q`�r y�Ly a � `` I � i f . �������ldfE���p�o� s � f _ i � r � , REVISIONS SPRINKLER SYMBOL DESCRIPTION BU I L D I N G G A R A G E S E C TI 0 N L 0 0 K I N G N 0 R TH N0. D(PLANATION SYM80L SIZE S1YLE MAKE FlNISH MODEL TEMP K-FACTOR TOTAL � � � F�RE PROTECTION INC. A � � � 4981 E 39th Avenue Denver, CO 80207 FP-7 SCALE : ��8��=��—��� � h�''+9� h }S�w+c�y <<e Phone 303 399 1366 Fax 303 321 5084 ', Colorado State Contractor registraUon#04-160 � P R O J E CT Date : 11-2 9-2004 VAIL PARKING GARAGE AT P-3 & J S�a,e: ' 350 Hanson Ranch Road 1/8"=1'-0" ' VAIL, COLORADO Job No. _� ,, L-04-173 � � O��vo CC�QDD Drawn By � SPRINKLER DESIGN SOFTWARE BUILDING SECTIONS DLO - (414) 483-870a TOTAL SPRINKLERS SHOWN ON THIS SHEET Sheet No. � TOTAL SPRINKLERS REQUIRED ON THIS CONTRACT FP-7 of 7 > STORMWATER MANAGEMENT PLAN BEST MANAGEMENT PRACTICES FOR P-3 & J PARK AND GARAGE Town of Vail Eagle County, Colorado March,2004 Prepared For Vail Resorts Development Company Prepared by Peak Civil Engmeering 1000 Lion's Ridge Loop Vail, Co 81657 � � ` � Stotmwater Management Plan P-3&J Park and Garage �`'' r SITE DESCRIPTION AND EXISTING CONDITIONS The proposed P-3 and J Park and Garage is located between Hanson Ranch Road and Gore Creek Dnve m Vail Village,Town of Vail, Colorado The proposed parlctng garage site is approxunately 0 8 acres m size The existmg srte consists of an at-grade asphalt parking lot with a small amount of landscapmg in poor condrtion that borders the lot The site has moderate slopes with a typical maximum gradient of 12% The e�sting stormwater from the site is collected in the Town of Vail storm sewer system and is directed to West Mill Creek to the west and Gore Creek to the North Matenal excavated from the parlang garage site will be stockpiled and used to regrade areas around the Gold Peak base area of the Vail Sla Mountaui The areas to be regraded are approxunately 10 acres m size and currently consist of moderate slopes with grass cover in good condition PROPOSED CONSTRUCTION ACTIVITY Proposed construction for the P-3 &J Park and Garage consists of an underground parlang garage (approxunately 100 spaces),an at-grade parking lot on top of the garage, and an at grade landscaped park area on top of the garage Additionally, streetscape and storm sewer unprovements will be constructed , ad�acent to the garage These unprovements will include heated paver walkways,addrtional storm mlets with a 1 5' sump,additional storm sewer,and the mstallation of a sand-oil separator Storxnwater quality should be greatly unproved by the pro�ect due to the sediment removal by sumps at all mlets and the sedunent and free-oil removal by the sand-oil separator Excavated matenal from the garage construction will be used to regrade the areas at the Gold Peak Slci base wluch will be revegetated to resemble the existulg conditions The pro�ects construcrion is planned to commence m Apnl,2004 and be completed by December,2004 Runoff Coefficients after development will be suTUlar to the existing runoff coefficients of the pro�ect sites The parkmg garage area should have a slightly lower runoff coefficient due to additional landscape area The stockpile areas at Gold Peak should have identical runoff coefficients once fmal vegetation is estabhshed EROSION AND SEDIMENT CONTROL Stabihzation techxuques should be emphasized throughout the construction process Use of sediment removal devices shall be used as an additional measure to mixumize offsrte sediment transport from disturbed areas P\1100-1199\1167\docs\1167-SWMP doc 2 � N ' ' S.tormwater Management Plan P-3&J Park and Garage Dunng minor runoff events, stormwater m the excavation area of the garage will be removed through mfiltration and evaporation The garage excavation area will be contamed by forms on all sides,therefore offsite stormwater will not pass through the site The installation of construction dewatenng wells will promote infiltration dunng runoff events The dewatenng discharge will be covered under the Mirumal Discharge Industnal Wastewater Pernut(Construction Dewaterulg) It is anticipated that any discharge from the construction dewatenng wells will be tested and will be very clean due to filteruig of groundwater transport and filtenng by the wells The dewatenng wells will be pumped to the Town of Vail storm sewer system and ultunately to Gore Creek Dunng larger runoff events, stormwater that collects m the excavation area will be d�rected towards a settlmg basm m the excavation and pumped out " through a silt sack to remove sediment Tlus runoff will be discharged into the Town of Vail storm sewer system Stormwater from the area ad�acent to the excavation will be directed to the Town of Vail Storm Sewer system and ultimately to Gore Creek Silt sacks shall be mstalled at all stormwater ullets to prevent sedimentation of all stormwater drainage structures and the transport of sedunent downstream Straw bale dikes or stone check dams will be utihzed at draulage swales to dissipate velocities and prevent the transport of sedunent. Stormwater at the stockpile/regradmg areas will typically travel via sheet flow throughout the regradmg srtes The use of silt fence should be implemented throughout the site downgradient of all disturbed areas Straw bale dikes or stone check dams shall be utihzed at all areas of concentrated flows to dissipate velocity and prevent the transport of sedunent downstream If an area remains exposed or mactive for more than 14 days a suitable means of stabilization shall be implemented to control erosion Surface roughemng,mulclung, or mulclung and seedmg are all effective means of stabilization Slopes greater than 15%shall be stabilized with hydromulching, erosion control blankets or a sumlarly effective approach Final stabihzation of all disturbed areas shall occur witlun seven days of reaclung final grade Sedunent buildup shall be penodically removed from behuid straw bale dilces, stone check dams, and silt sacks dunng routine mspections of the stormwater management system Silt fence will be mstalled properly, and kept m workuig condition throughout the pro�ect Liriuts of disturbance shall be mimmized with a pnonty placed on protection of existmg vegetation Any activities outside of the luTUts of disturbance shall be stabihzed appropnately P\1100-1199\1167\docs\1167-SWMP doc 3 , . d Stormwater Management Plan P-3&J Park and Garage ,,, . "�'` Due to the nature of tlus pro�ect,it is possible that disturbed areas of the regradmg/stockpile site will be susceptible to a�rborne transport of sedunent It is a pnonty that dust control measures shall be implemented to m�mmlze the transport of a�rborne soil from disturbed areas Exposed areas shall be penodically moistened with adequate water to prevent dust. Final stabihzation is reached when all soil disturbmg activities at the site have been completed, and umform vegetative cover has been estabhshed with a density of at least 70 percent of pre-disturbance - levels, or equivalent permanent,physical erosion reduction methods have been employed MATERIALS HANDLING AND SPILL PREVENTION The ma�or potential pollution sources will mclude on-srte velucle fuelmg by mobile fuel trucks and chexmcals used on-site Mamtenance on equipment and fuelmg will take place on site wherever the construction equipment is working Care will be taken to avoid spills during mamtenance and fuelmg operations Accidental spills shall be cleaned up immediately wrth cherrucal absorbent pads Mobile fuel trucks should be utilized for fueling operations If temporary fuel tanks are utilized a secondary containment berm shall be constructed and lined around the tank The berm shall be constructed to contain a xnuumum volume equal to the size of the storage tank The contractor shall prepare a plan to riutigate any potential cherrucal, fuel or other hazardous matenal spills There shall be no fertilizers or cheirucals left exposed to the elements Stockpiles of topsoil and road base matenal shall have proper sediment controls such as silt fence surroundmg the base of the stockpile Exposed stockpiles left mactive for more than 14 days shall be mulched or stabilized INSPECTIONS It is the responsibility of the contractor to obtam a stormwater discharge permit from the Colorado Department of Pubhc Health and Environment,Water Quality Control Division,for construction activities that disturb one acre of land or more at least 10 days pnor to the anticipated date of discharge. In addition,the contractor is responsible to abide by all requirements of the stormwater discharge permit The contractor shall make a thorough ulspection of the stormwater management system at least every 14 days and after any precipitation or snowmelt that has the potential to cause surface erosion The contractor shall inspect the erosion and sediment control measures on the site to ensure that they are P\1100-1199\1167�docs\1167-SWMP doc 4 t '� � ' Stormwater Management Plan P-3&J Park and Garage mamtamed and operatmg correctly In addrtion, general mamtenance shall be performed regularly,to instrtute preventive measures that would improve the efficiency of the stormwater management system The contractor shall revise and modify any descnptions of potential pollutant sources and pollution prevention and control measures,based on the inspection Modificahons to any pollution prevention and control measures shall be made m a tunely manner,but no later than seven calendar days after the mspection The contractor shall keep an mspection log documentmg any defects and corrective actions taken to mitigate deficiencies m the Stormwater Management Plan Typical mspections shall check ditches, silt sacks, culvert inlets and outlets, silt fence, straw bales/check dams and any slopes where nlhng may occur The inspection logs shall be made available to the Colorado Department of Public Health and Enviroxunent,Water Quality Control Division upon request The contractor shall retam copies of the stormwater discharge pernut, Stormwater Management Plan,mspection logs and any other associated documentation for a penod of at least three years from the date that the site is fmally stabihzed RETENTION OF RECORDS The contractor shall retam a copy of the Stormwater Management Plan at the construction site from the date of pro�ect imtiation to the date of fmal stabilization Inspection logs shall be kept on the construchon site documentmg all activrties associated with implementuig the Stormwater Management Plan The contractor shall retam copies of the Stormwater Management Plan and all reports requ�red by this permrt and records of all data used to complete the application to be recorded by this pernut, for a penod of at least three years from the date of final stabilization ' P\1100-1199\1167�docs\1167-SWMP doc 5 � f . ' �. Details q � E' Grading,, Draina�e & Erosion Control Plans k � � � �� r �'a. r ��p@C ,��D �ONSULT�@niTS, fi�lC. PEAK LAND SURVEYING, I�IC 97Q476-8644 • FAX 97Q476-8616 • 1000 LION'S RIDGE LOOP •VAIL, CO 81657 PEAK CIVIL ENGINEERING, INC Letter of Transmittal: To �n U �(,�,�'j�,LG �O�kS Attn �. v c�. C� c�vCc,,� Date �' � , Job # I�(a? xe c3�u vvl � — C���-S We are sending you: Attached Under Separate Cover Via Mailed Dehvered Overmglrt Ma11 Two Day Ma�l Fax Pick-up Modem Other Copies Description Date We are sending the These are following items: � � —� `�- 5�4 6 transmitted : For Approval Reproduct�ons As Requested ngmals Reviewed Specificat�ons For Your Use Copy of Letter � For Review& Change Order Comment Samples For Your Recard Disks Other Other Remarks: Copy to: � , Signed• ��l.t.� w�,��G'Cac.��. . � 1 � ` �r�� o� "-f") ma' ����� �y i ,?� \I �3 . GENERAL NOTES ` '�'` c-', E.!! 1 PROJECT BENCHMARK: NGS STATION "SPRADDLE" ELEVATIuN = 8287�2 (NAD 88) _ � �.� �`� �� '������ � �� ` 2 APPROXIMATELY 6 OF SNOW ON L�T ON DATE OF ILC, OTHER FEATURES '�,,�) � �� MAY EX�ST WHICH "WERE NOT VISIBLE NOR SHOWN HEREON. '� �ORE �R ��� _� my / `��-� � � 3 BUILDING TIES ARE INDICATED IN PARENTHESIS. CS ��AR�qe�E EK �RI VE 4 PEAK LAND SURVEYING, INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT �'��TH� PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS—OF—WAY OF RECORD. �c S7S• � RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE ?�� � / DE�EMB R B 9 L2004TATE5G00 PAMTEE COMPANY, ORDER N0. VC274766.3-8, DATED � � ?3 ' �3��� ` , � W 8S,32. 5 NOTICE. �OT I O o � �-��� EXISTING 6� � ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED [,� � �, .. BUILDING �9 UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST (BLOCK 5-A) � " M (¢S, L� � DISCOVER SUCH DEFECT IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT �J m N �' j 4') � , --� �I CERTI CATION S OWNOHER ON.D MORE THAN TEN YEARS FROM THE DATE OF = ; � N TRACT A 4.9E' i '�� 6 THE SOLE PURPOSE OF THIS ILC IS TO SHOW NEW CONSTRUCTION OF PAVILION ON � � � 0.166 ACRES ^ TOP OF PARKING STRUCTURE. OTHER IMPROVEMENTS EXIST. Z ADDRESS• 0375 HANSON RANCH ROAD � J ♦ �.. ' � �OT K � � � � SEE B�LDIAIL ' � O (BLGCK 5-A) J _�C10 � / ��5 8') ; � ' � � OY � � � J C'1 � N� VI LLA V�LH aLLA � `" m CONDOMINIUMS C2 � . � � � s �82�2� � 1 A PART OF LOT j IMPROVEMENT LOCATION CERTIFICATE `� N LOT 2 J .� (BLOCK 5-A) I HEREBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED �,�2 1 �rj 0190 ACRES �'s w BOOK 211 AT RAGE 310 FOR HYDER CONSTRUCTION OJ � .Q � W BOOK 551 AT PAGE 42 THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS '. l.`�' � `j � � 0 3129 ACRES NOT TO BE RELIED UPON F�R THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE �_ �_ �,� ii,� � 4� � .. IMPROVEMENT LINES � ` '�' �� 6'j � � � � 1 FURTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON / /�� �' THIS DATE, 02/15/05, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE "rs �,�� O�►; ! � 1 � N BOUNDARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS ��j N / . �.� / UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, �,S' ` (Q�O� `�T " N w O EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY 06+� SG �.C� � � J o / EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED / ' �L ��q����,y 9�� � oJO � � � /\ \ �'o � 0 2� N � � 1�� � •? . Z D A TE.------------ ----------------------- ��y ��•J '�I '9 � G7 BRENT BIGGS \ •9�,� O � / ' COLORADO P.L.S. N0. 27598 f ` I � o��,p0 RE�jslF � `'°�: �r _ ����Y�• �- �o�.;••NT e��•;��a � C' �'� I . � . _�A �s o � �, 8 - - �-5 �o.o' NOLY CR�55 / °�°� '�v / � -��� ~ ECEPT 01N Na E887409) / F „ Z�J J � 3 �/�\ (RE / (7 A DO (� \ VA� ��DQ"OQA` ```\` / C � U� � JV � 9 ��p,0 / ` Nv� / %y-;± ;�,�o P ��� NSpN R R,o w� / N P ��° / � / � / � � �_ � � / � � _ � i . � ROpF ��RHANC ,^ 4L ! � . � � � 1 ll 3� �o � `"' �?� • � ro I � J I . �. ► 11 q� ' h N � � Z Z� W , - � o WOOD FRAME AND � STONE PAVILION (UNDER CONSTRUCTION, � NO POSTED ADDRESS) s.�- � °j WOOD DECK � � � � �, c� N � ^ � � �O � O � �� w O ' �,,4, � � GRAPHIC SCALE \ CURVE TABLE LINE TABLE 20 0 �o zo ao CURVE DELTA RADIUS LENGTH TANGENT CHORD CHORD BEARING LINE LENGTH BEARING ' R��F � �� � � � � � �� � � �� ��ERNqN 183 C1 31'11 56 120.17 65.44 33.55 64 63 N68'42 17 W L1 11.87 S82'31 10 E G C2 20'04'33�� 117.98' 41.34' 20.88� 41.13' S63'08�35��E �2 3.78� S45'23�24��E ( IN FEET ) - C3 30'06'02" 55.00' 28 89' 14.79' 28.56' N05'37'16"W �3 36.79' S82'45'58"W 1 inch = 20 ft. • C4 47'37'20" 29.06' 24.16' 12.83' 23 47' N33'14'25"E L4 16 18' N09'25'45"E C5 4'08'40" 581.70' 42 08' 21.05� 42 07' S77'27'48"E L5 19.23' N82'45'59"E C6 14'22�07'� 120.17� 30.14' 15.15� 30,06� N77'07�11'�W • C7 16'49'49" 120.17' 35.30' 17.78' 35.17' N61'31'14"W � c$ 15•3 �5i�� �20.��' 32 68� �s.44' 32 58� s6o•53�44��E IMPROVEMENT LOCATION C�RTIFICATE �: ; cs �5�3��05�� ��o.��' 32 76' �s.4s' 32 66' s�s•29'42��E 'I � TRACT A, PARKING THREE DIMENSIONAL : o x c�o o•2s}4o�� 117.ss� 0 92� o.4s� 0 92� N�2•5��32°w MONUMENT LEGEND SUBDIVISION, VAIL VILLAGE FIFTH FILING � �,r �rn � ,� � � � �� � ����j 7p T ly �� ���� C11 1937�53'� 11�7.98� 40 42� 20.41' 40 23� N62'55�15��W � 'j'Q�TN �F+ V�j11, �`���� 1�i [T FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 29048 ,� :��,��„� ; ��r::���, .., - y���°�Y,�����" � �. , ,4�r,,�E, �.,r '� � : EAGLE COUNTY COLORAD� ` ^'��"�� ��,ra�,.�� '_ �•; � OO FOUND PIN AND CAP L.S. No. 27598 � - PEAK LAND CONSULTANTS, INC NOT TO SCALE ^ PEAK LAND SURVEYING, INC DRAWN: �VK III REVIEWED: BB SHEET 1 of 1 � 970-476-8644 FAX 970-476-6616 DATE: 02/21/05 PLC JOB#; 1167 1000 LION'S RIDGE LOOP VAIL, CO 81657 el �"� ' . � \ �� a ��`� i� ,°�*; 4r_^*-i t n ��.6��� �� � C_) � i.'.-��.a� �_� �*�� C`�l LEGEND `�` ' "� �' f��� � �:� � P �� � -�- 8189.57 BOUNDARY ELEVATION DIMENSION �� :� � , � ����� � � �,�� � ew atet 7s SPOT ELEVATION G,_% � . .� rw e,gs.�s ., . __� DETAIL Nor ro sca� � 1 � LOT 2 � � � ��RE TRACT A 69 29� � � BW e,9oa3 CRE GRAPHIC SCALE � TW 8194 25 nv s�s3,ss �VqRIqB�E �� �R��/� I 20 0 10 20 40 8189. TH� :� ! N � �:,��������,z =';='`��� 8190 76 8190 52 ,�- ,`S�S�'23„ �� ( IN FEET ) -- -- -- -- -- -- -- -- -- -- 8190 04 � � 64 O � "' TW 8193 34 1 inch = 20 f t. � • • . � o , � e"" 8,9°°, 8189.57 TW 8193 34 BW 6190 04 / � � � � TW 8193,34 STORM L 1 , 8189.57 ^ � �g o' GRATE � `� (0 65�) � 8190.t0 G� LOT 2 AT AND ABOVE EL[VATION 8189.81 LOT 2 AT AND ABOVE ELEVATION 8189.81 � �� 7w atss.s6 (0.9 � FOUNDERS PARKING GARAGE AT AND BELOW EL[VATION 8189.81 FOUNDERS PARKING GARAGE AT AND BELOW ELEVATION 8189.81 ' � � , �, � (0.92�) a �� ;,4 .. s�so�s �x e�soo+ � ' � � a m ;`� ew nso 04 � �- +a 19 0� �M TW d193 65 ` � o v �.,_ h �;� 19.1' w � W � Z � 4'�'�"a^ssr,,. M�, B190 78 {;� � � � J � a:�:, - "�� �'��� �' ° DETAIL = ��'��" "�@,� � U � �++���w �'"�°` ��,_18.7' NOT TO SCALE //�_� `�,4=�;.;.�u�;�• � 19,2� I �'O�/` ` � �� k:� S' ��RH s� �..- u qN� � , '����x;�.,;��;,,�,� � BW 8190.�� � � �;,y% �; � rw e�saos / � o ,� ��;�� � 1,3 a�,,.; ry �`}:�Fr�.. ip� 7 ,.,r,f�r;�.v.;a 'qi' 18 9� 3=� �,G� Q� I4 �} L_59 � � 8190 56 x' ��'`�'�:r��,��- 19 2� ��`� '°�'° TW 8194.25 � C9 8190 82 � �,�;, 2 4' "�'�^�*,_:�� P° ' �' � / � �` � � � LF� � � � ,9 0� . e,9o.5z ���������:w1,, ��� ,S'E C 7'I�1 iT D E T�IL � o � � � '��° ��.:,� , 1 ��"`` �� � NOT TO SCALE t ��� ,4� � / WOOD �RAME AND � � �92� BW 8194�aa r��'�'� �«�s��,�:�,� p STON� PAVILION G r • � �� �{VOOD (UNDER CONSTRUCTION,�� /—�- �. � �� s� „ � � �^ DECK NO POSTED ADDRESS) `O , 0.32 , . / o � � °' '' �I c� � / N �/ 19 0, ��.Sl�� I �'�j 191' � _ � � ,�i� L:" " [ ` �ll • O r� �J`� ---� \ � � � � `��4� � O � '� � � � ' � � p O/ 4i 8190.83 � m � � � R` o�R`G , � � ,a9� DETAIL � ,9,� --� NOT TO SCALE ' � � � 8191.02 �� � N °� VI LLA VALH ALLA LOT 2 / � N �, J �ONDOMINIUMS 134.45' ' pY 1g7. 8,9°.96 1 � 'p�o A PART aF LOT j I � � O ,1 19 2� . TW 8193.34 8792 14 TRACT A N �"' BW 819093 � r � � CONCRETE � Tw e�s5,o4 e�so t5 `L ,n ` WALL (TYP.) _ � ' 19 0' — � � � � � �� � � � � .� �� � � �` � �. ..��� �� � .�.�� � � �...�� � �� PARKING SPACE (TYP.) ;t � t9.2 � ( � CON CRE TE `� I � � CURB (TYP.) � oo � � � LOT 2 � Q Y� ' . t O 'P. �s.s' 0190 ACRES � L� PARKING LOT 19 Z' — LOT 2 AT AND ABOVE ELEVAfION 8189.57 LOT 2 AT AND ABOVE ELEVATION 8191.57 � � � FOUNDERS PARKING GARAGE AT AND BELOW 8189 57 FOUNDERS PARKING GARAGE AT AND BELOW 8191 57 UNDER CONSTRUCTION) �' � 0 I = << �o � 8W 8191 25 a ;;� TW 8195 33 � ` � � � z 1 g 9' 8191.42 � �,� 19 2� W ?� TRACT A � ` J � z i� � ' ` �' CONCRETE stst a� U °' �8�9�,�3 x_; ISLAND O � / '� W � - - I f -- � � � ENTRANCE �' -- "� J ° � ' � 9 SG�T� �oT 8191.30 -�s - � �A,� �� - _ - � o � � � Q 4 � � � � � � G�--� — aw e�s� �s ELECTRICAL �'�Aq � � �• � � �� TW 8195 75 TRANSFORMER ` �F�'y q � ?3 6� L 1 x ♦ 1 . 9�► ' �g � ' I ENTRANCE � \G���i,�, c�� I� 9 � � KEY PAD � � - _` � � , ' c�''�F� � a,sz.,s 4 (o.os) Ft 'W / \ o�y �, s���9 �,� �, '�� � ��.96�> � 2 ,SECTI�liT I�ET�4IL \ cF � / � NOT TO SCALE - -- �2 � / \ n; ' 8192 14 ;� -� \ � � 8,9,.6, DETAIL ' � �� `_ NOT TO SCALE ------r L2 8191 .47 —_�� 8191 . 'rJ' 7� \' rw a�st,ea 10.�� RECC N�CS�409ENT x C1 ( \ h� ^' 9` �`" � _ ¢ ' ,V`SO/� � IMPRJVEMENT LOCATION CERTIFICATE R ;sR �N GENERAL NOTES ,�� ,�,�;L.;��;.rw.;��� (4�, ��/C �, I HEFEBY CERTIFY THAT THIS IMPROVEMENT LOCATION CERTIFICATE WAS PREPARED µ CLOUDEO/SHADED AREA R,� � 1 PROJECT BENCHMARK: NGS STATiON SPRADDLE" ELEVATION = 8287.82 (NAD 88) FOR LAND TITLE GUAR NTEE GOMPANY VAILL ASSOCIATES HOLDINGS LTD GHRISTIANA AT VAIL MONUMENT LEGEND UNDER CONSTRUCTION �) �O,q 2 APPROXIMATELY 6"-12" OF SNOW ON LOT ON DATE OF ILC, OTHER FEATURES �ON[�OMINIUM ASSOCIATION INC & THE CHATAEU CHRISTIAN TOWNHOUSES ASSOCIATION. INC. O THAT IT IS NOT A LAND SURVEY PLAT OR IMPROVEMENT SURVEY PLAT, AND THAT IT IS � FOUND No. 5 REBAR WITH ALUMINUM CAP, L.S. No. 29048 MAY EXIST WHICH WERE NOT VISIBLE NOR SHOWN HEREON. ' NOT TO BE RELIED UPON FOR THE ESTABLISHMENT OF FENCE, BUILDING OR OTHER FUTURE OO FOUND PIN AND CAP L.S. No. 27598 3 BUILDING TIES ARE INDICATED IN PARENTHESIS. IMPROVEMENT LINES. " 4 PEAK LAND SURVEYING INC. DID NOT PERFORM A TITLE SEARCH OF THE SUBJECT � FUFTHER CERTIFY THAT THE IMPROVEMENTS ON THE ABOVE DESCRIBED PARCEL ON - PROPOSE CURB ' THIS DATE,02/24/05, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE PROPERTY TO ESTABLISH OWNERSHIP, EASEMENTS OR RIGHTS—OF—WAY OF RECORD, AND GUTTER BOU�DARIES OF THE PARCEL, EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS -• RECORD DOCUMENTS UTILIZED IN THIS IMPROVEMENT LOCATION CERTIFICATE WERE ' PROVIDED BY LAND TITLE GUARANTEE COMPANY, ORDER N0. VB50007939, DATED UPO� THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, IMPROVEMENT LOCATION CERTIFICATE � EXCE'T AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY `� FEBRUARY 24, 2005 AT 5.00 P.M.. � EASENENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. LOT 2, PARKING THREE DIMENSIONAL �< '� 5 NOTICE• � _ s; _, ' SUBDIVISION, VAIL VILLAGE FIFTH FILING , _�� ,, �, ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED �pp0 RE�j " �'' �`�� LINE TABLE CURVE TABLE S •. A�� _����� , � _,,, ,� �, _;,,�, UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DATE________ .•••�. I' --- -------- ------- -- =�"�;`��','� �,t� �L,j'=��,�=-��� �-" UNE LENGTH BEARING CURVE DELTA RADIUS LENGTH TANCENT CHORD CHORD BEARING DISCOVER SUCH DEFECT. IN NO EVENT, MAY ANY ACTION BASED UPON ANY DEFECT v ���T %(�',F'P� BRENT BIGGS T O W N 0 �'����'�"�� �' �''���a�`�'� �" '" , IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF w� C •� COLORADO P L.S NO 27598 EAGLE COUNTY, COLORADO _ ,: �,G���;��;y� ;,1� �� . » � . � �� ;,.�y ,,,,,��,,,�;;; ��_�-,�,��,�a�r�;� ;��s�v,;,�, L1 4.96 S82'31'10 E Ct 14'22'07" 120,17 30,14' 15.15' 30.06 S77'0711 E ' L2 19,23' S82'45'59"W C2 16'49'49" 120 17' 35 30' 17�S' 35 17' S61'31'14"E CERTIFICATION SHOWN HEREON. �� �75 � • PEAK LAND CONSULTANTS, INC. ,,�_ � PEAK LAND SURVEYING, iNC. °,�°soo`.7��oJ'��,� DRAWN; JVK III REVIEWED: BB _ 9�0-4�6-8644 FAX 970-476-8616 , si �e�000v � , SHEET 1 of 1 i000 uoN'S RIOGE LOOP VAII, co e�ss� Dy�� � ^�p�,� DATE, 02/21/05 PLC JOB#: 1167 '• � ` ' � ��� _— ����� `� `� � • � ' — � � � �,- /'�� `f � � � E - � l�� ` . �_'' �� - � � I '• I;�;�;1 ui.f���.�� � = � � . 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PROI�IL?� � 4p FD�"� � IZ ° �5I 1t�1V �L = 8i59,� � '�`--..�,r_4� � � s��„t � � '"'� � R BENGH (BY OTHERS� FOR �QLDIEi� B�AM INSTP�LLf�Tt(7N I� ° (t^� IMf EL = SI58 8 �1 �'r°��rc�`�b � / `` :+n..� � %l "\�� � �``�� ``--� � iti�� b INST/-tLL 50LL�lEi� �/4M5 O� TH� 51�E 1hNCJ L.EN6TIi 5H01NN ON THIS C1i�.�WING p;� � °`•:4, " '�+�_, �/'�/� � _••� A� < 7. �XG�t�fATE (BY OTHER5) TO THE �RONT �L.f�N6�5 O� 7N� 50l�D��R B�f}M5 IN �.,IFTS NOT TD E7CGEED 5 �EET (L�SS f� TH� SOiL V11L.L NpT ST�4ND OPEt�)_ DC.i f `'�'`�r�� �y I `�" >.,r,��,� M1 �'���� �, �' NOT �XGAVAT� M�R� THAN GAN BE 1.A�C-�P `ftt� 5,�4ME Df�Y �t / �`-� � � ...;, � �--�� � 8 {NSTALL Lf�GGiN6 UNTIL L/tGC�ING HA� B�N 1lJ5Tf�LL�D TU f4f'PROXiMA7ELY 2 FE�T B�LC�W Ti�Bl��K GR�D� _ , , �'� -�'�t;`z- x l � � �� <.rh• j` `' j' { P� � � ,� �' Q Pi�OVID� A 3�' FIRM,LE�fEL, 1^J�LL Mfk1NTA1NED B�NGH (B'ti' 07HER5} WItH A SLIGMT aL,QPE AWf�Y �R4M Ti-tE 5f-IE�71hIG TC) Pi�ll�t�fT i'C�NL3INC.-� �F _ , f \ ,, ,' Wf�TER IN FRONT JF TH� REl'�NT10N SY5'C'EM, "�"""` �' ��' -�� �� �R'`� � � ,, ' `� � ,s' 10 INSTALL TIEBI�GKS IN �RGGC.�RD/�NGE 1^+lITH Tti� ftTTftGHED SGHEDULE '� "�`�- ,..�' U,� EXtSTiI*!C� SftN 5�1ntER MAIN s ; '�,,.p�,���� � '��.� y� ��..q„j4.,� �~^ �) � ` II TEST 71�BAGK� IN /tGGORD�4NGE WiTH TI�}�fi�K TE571NC-� f�K?t�G�DUR� I?ESGR)BED B�LOW �--.,. �1'~-_.„_ j � -�a? c, � -•.., � ,,.�/ `� �l 12 A�TER INSTA�Lt�1'IDA1 �ND L4GK DFF C.�� TN� LPeST T(ER 7"IEB.PtGKS, fi�EPEP��" ST�P 7 TO �UBGR/�tLZ� SFfQWN ON 7�5E [�W'�WtNC-�5 -•-...,� � j` � ,,a�,�� �;T �r � sa,y_ � r � � � �XGAV/�tTION 5tiftLL NOT EX7END 6ELOW 1't1� �L�Vf'�TION 9#•IOW1J �N Ttf�� PLA1�45 UNLE55 SGHNAB�L FOUAiDATION GdMPI�tNY IS htQTIFIE?� � _..�-- �a-� _ � 7 �,`�� ��_`w, �+ � � f� , T F„�.--�. „ � '�--,, � , � xr AND TtiES� PLANS AR� REV15ED TO l�4GGOMTIOI�F�T� THE P�DDtTfC7Nf�L C�EP7Ft OF EXG�VA710N �.�--- �as, '���--.,� , �..s �% � „ r t " 1 � -,.,.-' -l-° -°"� o�`,�•l c `�ar �'g �' r''°'�1 /,� �oL 4' B TlEBf4GK TEST�,JC,� PRCJG�lJRES °�''- I �'1 �'�7 �~� �'"y�� .�-�.,����?4r°- r. S/b � ' Q'., ! E}�GH TIE$,4GK SHALL �3� 7E5"f ED U51N� f� HYL7iZAULIG .1AGK AND Tt•#E PROGEDURES L15'fED BELOW Ttt� FI�ST 2 T1E�f}GK5 PLt15 �� OF T}�� R�MAtINkhf� '=:a,v% �.`-� 4 � i � 1,,.._`�--�_�_...,_.�--- _` , c�.,�-,.. '"`'�`Pr_� F ��� r'w ���.o �'�/- ,s TI�BftGK�'a SHl�LL B� RERFORMl�tNGE l"�STED, �hLL QTi-fER TIEHAGKS SHftL�. B� PfZOOF TES1�D / ' � (Q ,_ ` `�t _ Y -��.."._- E.:__ �'"r-. ���+:i_ �'' ! � h `� '- r� � � �«P.1 ' � � -__�_--- � / ��-�---''-= .�_,�.a.Ff._ �'`'�_ �g� /f - �-, t '`�•,�-�g'- n � I PERFORMf<NGE TE5TIN6 } n t �"- ��`�~yY �� f 9" ��� ��'' � 3 TH� PERFORMFkNGE T�ST SHALL S� PE�'FORM�D BY ING�M�NT�LLY L0,4U(NC� AND UNLOAUINC� TME TI�f3A�G� IN A�GGORDANG� l�liTH 7l�f� SGH�DU1�� � ���` `� r � t �;.�44 ;+ �------..`-.-- � ,4 � __... �``�,�=,.,__ �.�_�'��.., . �� ''M.� �``��`` � PROPO�ED 4" 5AN SERV IGE ''4 ° � s�,� � � � d LlSTED dELOW f�T E�4GH L0,4D 4NGREM�N7, Tf-!E MOVEMENT O� TH� �ND O� THE TIEBAGK RE�ft`fIV� TO !\N IND�PENDENT FfXED R���R�NG� SNftLf.. BE _ t,�ilLL GR�EK `�, , -�. � .r,�'`-- ; 4� i �.�--�_.� _--- s �p,'4 �~ _°°``: -�.�� °tw-� '- _, ",�...� � 25� � 3�7� " MEAStJRED WtTH A DtAL 6f�UC�� R�f�PtNG TO 0001" ftND REGORC?ED AN l�L16NM�NT LOAD fl•�L) OF U�' TQ 10� OF T}-fE QESiGN LOAD �DL) SHALL BE ��}�f�T QJ �-.M„ _'�.� _ ' ;"`-`� � � '" ��Cfy ���Cs��ltJ ��J _- '` � �'�`'�`�r', . �``' � ��., �. ��W��` ��� EL bT USED TO ELIMIN,h7E 5Ll�GK A�ND HOLD THE 7E5TING EQUIPMENT IN f'RO�R ALIGNMENT. A1�L MOVEMENT WILL B� REF�R�NGED TO TH� AL16t�ih'f�NT � ,,, lY� _ t � ._._..--- '`�G� 'e•��F�F " ��,y;� a„ I �°sr,� y � �•. GONNEGTION = 81b2 ,eJ LOAD BEINC THE ZERfl REFERENGE MOYENT�NT T+-IE INGREMENTS OF L0,6c17 �+ALL BE r �yU^ 1`` , � p�,f�/y,�}p,C, .___� °�-;�,�, W��,, s' ! �s-�,�_.. ``�,.. 57UBGUT EL = 817f 5 J �l � `' J� !''u' � "`"^I~ ' ... -'` � 2O 7- _--,�"'"_ -- y . {J ! Q t 4t �'' r' � A f` - =.�� `' I ��"�v_„o.., ��.` ��..,_______„_,__ "* GYGLE �I GYGLE #2 GYC.LE #3 GY�.L� #4 �YGL� �� GYGL� #fa C.YGLE �'7 / ' ��`'� �l' 7H-3 � E �� f' .. -��_ - SF _� ��_�-__ ; �.�.--_ -�. f - �,,�, — — ---�....��, , _... � ._ `, °•.� ' t `"�-, t � '� � ! � �m. ` �"' c��� ,r� �,� O TONS AL �hL AL }�L ftL 07a t?L (LQGKU��) ` � f �f w6„� l (g�4 � �` �� �__._--7'- " ! '�`�...,�� r s'�^ '''"`�" AL D.25 DL O 25 DL O 25 DL O 25 DL 0.25 DL � iG •-`.. ' � �J � ,�y � � !�,.-.�--- � �_� F.a��_¢�4., -�. � � �25 DL O 50 DL �5D DL 0.50 DL D 5a DL O�O DL ;i (� ",,,, , ,r , _ J `�� ! t ""`-- / ��'y. �„r,,�_._�_ � �>�.�.',�.,,,��'`\_ ! O"15 DL Q."f5 DL D�75 DL O�� i�L ' i-.. � ; - , , r �. - ` ; 'c.ss� $ i ; '�. y I.C70 DL I OC7 i7L I C?Q D� ; �f `� � t 1 �ar -. �--.. � -., r' 3'�r, M �,c�G f ` y`au"'``^�.�, '\'`� ` 12D DL I 20 DL � _ ,f � �.,,� � Y � � t � � ; �� ,,��,?� �� ���.� �' I�3 DL � � 1 9� �y� ( ` 7 f� &��\,� / "`.. I { �, ��+.� '"' '• �t+ � f � � �. l , f' � '� ��'�� i J� �`T a f �..�V H,L �!.{�,� t p :f � �1� t ,� .r Ir - �' �-�. � � f / p, r a� `4� ��r, � r � � ^ .�r,� � s_ PER�G7RMANG� 'TEST TlEB,4GK AGGEPTR8ILIT`f /� A � � � �- �� f � ,� ' °�'�_� ��`�' �� °'^'"� '`'��z.,s �n'S`" �� � ' P�T TtiE M/�XIMUM LOF�D OF 1.33xDL TIEBflGK MOV�M�NT 5H,4LL BE MEf�5Uf2ED AND R�GORDEQ f�T I, 2, 3, 4, 5, b AND !O MINUTES f� {�RF�RMf�NGE / ,� =.. Q`` '��f' t r j � fi'"�__� �` ' r;i~t �� "'.ar.,,,y ""c,�� -0�- � TESTED TiEBAGK 15 AGGEPTABLE IF Tht� MDYEMENT O� TtiE �N� Q� TNlS TENDON 15 LE55 TtfflN OR �QUAL TD �Q4" FOR T�-t�TIME �'ERtpD �ROM I Tf? y L� ��� �V � h i , , , {j � Jl r, -"�_,��^ (g�� � "- � ��,�¢m `�_ r � "�3-- � 10 M{NUTES IN(MEDIftTELY �OLLOWIN6 ,4RPLtGP�TlON O� 1�O�AD INGREA5INC� F�20M I 2C?xDL TO 133xD1_ IF THE Tf�BA�GK MDVEMENT ��{G�I75 0.04" �QR f - , , r � Q-�-. , ` �� i r ��,,. -�+� '��"�-.t Th1E LOAcO O� I 33xDL S+iA�LL BE MAIINT�IN�D UNTtL Tf-i� Rl�TE D� M�?VEM�h1T IS LE�S Ttif�N QR EQUAL TD 008" FOR �e L06 GYGL,E OF 'i'IM� 1_Q6 / � G �� (( ~�� `a� -� �8�,�'•. �'`�.,, / , '� g' ~�r r y�'`'� THIS T�ME PERIOD, G1'GL�S OF TIME IN�LLUQE 2 TO 20 MINUTES, 3 T4 30 MtNUTES, �4 TO 4D MINUTES ETG ' � , � r �' „ ,' �� "_� �'� „� EX �EYJ�f2 Nl/�NNOL� 0300 + 4 'j� ' `"" � E '�_..�` I, ' _ f� ` ,' -.� �� j , � , _. '�r�� '6�4 � �` � �"�t' k:.� �,� � `-- a�, ` � RIM EL = 81T1 a 1 �•. �„ f_ _ i � � ° } �'*4_ / r ".�, `- �,i I� IE,1 It��i C-L - AI���- � nrzc�c� -rc�rirtc � � ..� '"`-. r � ` �\,µ r ��" ` = 4 �.*C� / . � f,t��'�.� �� y��'i �43' `�`�`,� .�, U � / � � �°�.. ,.,,,. r � ' �% _ ;} �rFp �N�f , ;�-,,� ,� £-f �! ` ! R'r_.� .,-` � - ��, _ � �� (WI INV EL = 81b35 TFt� PRUD� 7'EST 5H�LL B� PEF2�ORMED SY iNGh?ENiENFf31.1�Y L�ADING TH� TI�Bf�GK fN AGGORDANGE WITH TN� SGNEF�IILE LISTED @�Lt�W f�T EAGH �r � `�- � ; � 7 t `�. .� � }��- �� � �� .,� � �, l� J �' � ' {„ �8/$ � � -7, � t ' '�r_��s___ y LORD INGREMENT, Tf-f� MOVEM�NT OF THE �ND OF i'HE TIEBAGK R�L�TIVE TO ,4N lNDEPEND�NT FIX�� RE�RENGE SH�LL BE ME,45UR�D W{TH �h L?!AL � ' : '°.� �� , !-' � `+������=.s _ �'� = `, G.4UC�E R�f�D1NG TQ �04J" AND R�GORDED AN P�L16NM�1�l7 LOf�I� (AL) O� U€' Tt7 I�Xi OF �`HE f7E51GN LOftD (DL) SHIhLL BE llS�D TO E1...IMCNR'J'E 5Lr4G�'. , , '� aw , � t J ���� 1 , / -w. 6 J � s i ; ,,� 1 � m ..`- �j �; �-..., i F -_r� (� �/���� ^° �- � "" �'Ar., {'` ti G,,c ``'' r PtND HOLD TH� TESTiNC'.-� �QUIPMENT I1J f'12C�PER ALI�NM�iJT f�l..L h10VEMENT WILL B�R��ERENGED T� THE i4LIGNNIENT LOAD BEING i"tiE Z�Rf3 ,r�< C) `� \`� �.� .,�, r �„ t r •.._, ' � J r "�� t8/ � `�,,..! i � �' '�'e��` `s � ' �,`; RE�Ei�ENG� MOVEMENT T+i� lNGi'�MENTS O� LOftD SHI�LL E�E / �, _. 0'^ �. _ _ � _ , , �' . $ �+s-_..,_ ; E"`.: � , � �� / .� � � �' `��_ r' -t f ; ` ```•r. 3 ° / , " s_� 2� � s C� � s _,: s- AL. � J b" '�� `•``°-.. l fr ~f y r `',\� I t' � �' „,� K°' � r e u'..-�...� t,r�- G� CJ..2� , � � 1� � f � (�!\.j � , I � })�-� E ! ¢�`°�.�. f ; O 50 DL � 1' �(� �y�' \� � 4 1(`/ �,,,,,__�.., �( ' 'i f t ` �`` �7q�-. ., k�,� O b �� ____ O.?5 I�l- � \V l 4 f r �/ 1... � f t i Z `1 �ryY'_ i% ^ :f � �.�Q �� w � � �/ I uQ '�ti»� f I -. / f -f_-'4 � 1r. � rF , +� ��' : �DO.,�} _ \f� -rx.� ` L"�' r t CJ��U `4 I 2C� L�L 1 \ H . 1 f - � S7` '° � � t� �` ..�y f ,�' �"`-�... ° .. � ' : � F � ` `�. � `�� f r � r "C, � � � '� . r � p/1�G .� t� `v�`,l' y O�� Dt_ �LOG•K-QFF) } � � „ , �' ��-,� , . � , - ,,�°•fi \,�`-EX W�TER VALV� = PROOF T�ST TlEF3AGK /�GG�PTAE�I�fTY � � ,;. , �, , D < < � � �, , , � � '� TO BE t�DJUSTED TD N ftT TH� MAXIMUM LOf�tD OF I 2C7xC?L TI�BAGK N10YEMENT SHAL.L BE N(Ef�SURED AND i�GORDED fti" I, 2, 3, G, ANU 5 MINU'f�5 ,4 f'RQO� TEST'�D t�' *` �. �' 2 ` � �>���%`�-� �1 , ,J ~� � 1 ^'� �EX �IRE HYDi�.l�NT � ��N15HED GRP�D� } TIEBAGK 15 RGGEPTABL.E I� ThtE MOVEt�1ENT O� THE END i5 LE55 Tt-k�N OR EQ13AL TO 0 03" FOR THE TiME P�RbD PROM 1 TO 5 MiNll'i'�5 1MMEDf�hTELI' - +.� \` TOP O� f2" WAT�R �` `� �° � ,� ,� � ,r r ` � ! - �� , � ; � � TH-4 �- ,�� FOLI�DWtNCC �Pt'LIG�tTiQN OF LOAD fNGRF�51NC� �ROM I.00xI�✓`L TO l.20xDL i� THE TI�Bi�GK MOy�M�NT EXGE�DS 0.03" f-OR T}-t15 TIM� f'ERIDQ, TH� LOftD f.�F n � Mr�tEN EL = PJ1�785�{ �`>' � /� % � �1 ' r�•-`,% �'�'-. 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