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HomeMy WebLinkAboutVails Front Door Lots P-3 and J 2004 Public Works Set.pdf .�.-- _. _ �.�.ww..'.� . ��� � � � � �,-� �� � � � ' � � � ��� ; r���"�° " � ' � � P ,�` F Pl t {F . . � . S�3 \ q { �: 4 `} ' �� 8 Soils Testin�: Code Consultant: Planning Consultant: Mechanical/Electricai/ Civil En�ineer & Survepor: Landscape .Architect: Architect: ' . f" `�' -'`� � Pro � ect Team . � �� � � F� Plumbing Engineer: . 42 4d ���.��,: , �� � �� Koechlein Consultin � „ ,�, „ eers ARUP & Partners BAI/BRAUN ASSC�CIATES INC. PEAK LAND CONSULTANTS INC. SHERRY DORWARD ASLA ( '��'� '` � g . ,. �"� � � � � � '�`�, f> � a" , � �� ,,a,. , 12364 West Alameda Parkway; Suite 115 901 Market Street, Suite 260 Edwards Village Center, Suite C-209 ABS CONSULTANTS, INC. 100Q Lion's Ridge Loop 1514 Buffehr Creek Road, Unit D31 ARCHITECTURE � �'-".���r �-`' Lakewood, Colorado San Franscisco, CA 94103 0105 Edwards Village Bivd. 1123 Auraria Paxkway, Suite 400 Vail, Colorado 81657 P.4. Box 3766 Client: 303 9891223 Phone: 415.9579445 P.O Box 2658 Denver Colorado 80204 Phone• 970 476 8644 Vail, Colorado 81657 Phone: . . . � . . . Fax: 303989.0204 Fax: 415.957.9096 Edwards, Colorado 81623 Phone: 303 .623.6200 F�: 970.47G.$616 Phone: 970.476.9537 1G21 1 $TH Street, Suite 200 �AIL RES�RTS Contact: William Koechlein Conta.ct: Armin Wolski Phone: 970.926.7575 Fax: 303. 623. 8435 Conta.ct: Mark Tarrall Fa.x: (same as phone #} Denver, Colorado 80202 _._._ � Fax: 970.926.7576 Mechanical Contact: Bob Potzer Contact: Sherry Dorward Phone: 303.292.3388 DEVELOPMENT COMPANY Contact: Tom Braun Electrical Contact: Tom Torzewski Fax: 303.292.3113 Plumbing Contact: Aiex Valdez Contact: Robert Fitzgerald P.O. Box 959 WENK ASSOCIATES, INC. 137 Benchmark Road � � � 1035 Cherokee Street � Denver Colorado 80204 Avon, Colorado 81620 � Vertical Transportation: Acoustical Consultant: Waterproofin� Consultant: Structural En�ineer: � Pre-Construction Services: Phone: 970. $45.2535 Phone: 303. 628.0003 rT`� Fax: 303 . G28.0004 Fax: 970.845.235$ � � LERCH,BATES & ASS�CIATES Sonics, ESD WISS JANNEY ELSTNER ASSOCIATES, INC. MONROE & NEWELL ENGINEERS, INC. HYDER CONSTRUCTION 7899 South Lincoln Court, Suite 200 130%2 Dunecrest Avenue 10881 West Asbury Avenue, Suite 110 70 Benchmark Rd., Suite 204 Contact: Billy Gregg S43 Santa Fe Drive Contact: Jack Hunn � Littieton, Colorado 80122 Monterep, California 93940 Lakewood, Coiorado 80227-1970 Avon, Colorado 82620 Denver, Colorado 80204 � � Phone: 720.283.8182 Phone: 831 . 646.9711 Phone: 720.962. 8688 Phone: 9�0.949.7768 Phone: 303. 825. 1313 � � Fax: 720.283.8184 Fax: 831 .64G.9780 Fax: 720.962. 8488 Fax: 970.949.4054 Fax: 303. 825.3223 Contact: Scott Shepler Contact: Jim Baxath Contact: Chris Morgan Contact: Peter Monroe Contact: Doug Thompson � . ���`� .� `", �. �., � y � '` 'y�y Abbreviations : �Vlaterial Indication : • • ' • � �� yr '� T Symbols . General Notes . Gene�al Slte Map . / : � . � . . . . `�'/ i £i' � .41:i �i LEADER � � ��,. . ,: , . ' �'� _ � �� A. C .T. ACOUSTICAL CEILING T LE 1 . All construction shall com I with the codes referenced � � �'� - & ���� ������ �!�� ���� pfy'° ��F f- P Y �� �� ��,���:�� ���� :�: _ GENERAL - 01 W04D/PLASTIC - OG herein and all a licable local state and federal re ulations �� � . �fi��� �`�` : ` ,,;� �" . � v O AES ARCHITECTURAL EXPOSED STEEL 1 , _ 0„ pp , , g �°,°�,;���� �� { : �„a ; A. F . C . - ABOVE FINISH CROWN ' regulations having jurisdiction . - � . � ��� - DIMENSION STYLE x � 1�fi ���� s. `�� > � ,��� C"� A. F . F . ABOVE FINISH FLOOR � 2 . Refer to Technical Specifications for additional "`N � ,� '�,� '�°-w���, ` �� . � � ALT - ALTERNATE : n 3 requirements . r`;� ���`'�.�� ; � F�+�i ALUM - A�UMINUM CERAMIC TI �E FINISH WOOD ` � ������ < . � � ,�:� � 3 . Refer to Civil drawin s for the bench mark locations . � ������ � ` B . D . - BALCONY DRAIN 9 � '�� � � � '��."�:�.,� � _ � � 4 . The Contractors shall investi ate , verify and be responsible ,� � � BLDG . - BUILDING A203 INTERIOR ELEVS . � ���` � ����� . . , for a { I conditions of the pro� ect and shall notify the Architect ,� ��� � ,�� � � � B . O . - BOTTOM OF WOOD ofi an conditions re uirin modifications or an di cr an i s � � " . . x ��""� '� '� � . . . - BRLCONY OVERFLOW DRAIN GLASS BLOCKING Y q 9 y _ s ep c e ,��� � �� �;�� �� .> �, �� B � D _ � 4 between the drawings and existing conditions pnor to �� e� ����� � CJ CONSTRUCTION JOINT FRAMING proceeding with work . �� � ,>F � ��� ��.+��� �r �► � - CENTERLINE � 5 . Contractor to protect afl in place construction , landscaping , ' f _ _ ELEVATION REFERENCE avin utilities , etc . , from doma e durin construction . All .��`� ' � � CLG . - CEILING - - a� o � P . 9 � . 9 . 9 �;. � � � . � - - - - paving . construct � on , damaged landscaping . etc . , to be restored ����� �, � CLR . - CLEAR . CONCRETE/ - - - - PLASTIC , � .�� _ ; _ - - - to ong � nal condition by Contractor damaging same . ; ,�� . : ���� _ ; � ;;�.�� � �. C . O . CENTER OF ° .. . � PLASTER . . < �:�� �,� . _ 6 . Notes appear on vanous sheets for d � fferent systems and � �, , �`"�a'��'� C . O . F. CENTRE OF FLUE � � � ' ° �� ° ' �� � _ FIN . FLOOR ELEVATION TAG construction materiaf . All sheets are to be reviewed and notes � ��' � � ��� �" � : �� ' ;::: � COL . COLUMN s � �� - o � ���� ' > � < . on any one sheet are to be applied to all related drawings and ��� , �� � " � CONC . - CONCRETE SITEWORK - 02 PLYWOOD detctils . � � � �� : ��� t � : : C . O . W . - CENTER OF WALL >: ` � { Smal ! Scale ) � 7 . Details not shown are similar in character to those detaiied . ' - � � : CT. - C E RAM I C TI LE _ _ � � ' ' � �� �� � � OWNER/DEVELOPEft - - Where specified dimensions , detaifs or design intent cannot be � CPT. - CARPET - - UNDISTURBED 3 . �J GRIDBUBBLE �� �:�� . . � � �`�� • � determ � ned , consult the Architect nor to roceed � n with the � > � D . D . - DESIGN DEVELOPMENT I� ( -I I EARTH work . p p g � . � � '� �� , � �. �� � Q VAIL RESORTS DIA . - DIAMETER PLYWOOD 8 . Do not scale drawin s . � � � �x� .. . DEVELOPMENT { Large Scale ) 9 � � / / / 9 . Should any conflict occur between , MEP , FP , Structural and ��� � �� x,�:: �������y COMPANY DWG . - DRAWING � � ���� ,� _ { E) - EXISTING �j��j��j� SPECIFIED 4A - WALL TAG Architectural drawings , Contractor shall notify Architect ��'�� �� avoN , COLORADO �e EL . - ELEVATION �� �� �� BACKFILL immediately for interpretation . ' . ,,,� ; I NTER M ITENT �.�� FD - FL00R DRAIN : _ BLOCKING / SHIMS UNIT 1O . Partitions are dimensioned to the face of the gypsum wallboard � "e2� ARCHITECT FEC FIRE EXTINGUISHER CABINET v P � QQ ROOM TAG Ot" sheath � ng unless noted otherw � se . F. F . - FINISH FLOOR ASPHALT 11 . Door openings that are not dimensionally located are to be 42 � 40 F. H . - FINISH HEIGHT ° centered between walls or positioned with one jamb against an � PAVEMENT P � oo DOOR TAG adjacent wall or column as shown on the plans and /or ARCHITECTURE FI N . - F) N ( S H THERMAL/MOISTURE determined from the details . Denver, Colorado F . L. R . - FLOOR PROTECT'ION - 07 O WINDOW/LOWER TAG 1 2 . All exterior soffits shall be constructed with rigid frame �y � F . R .T . - FIRE RETARDANT TREATED ` ',`� ' �v��' ENG�R BITUMINOUS members and shall resist uplifting wind ioads of at least N'� �o'�oE A O�OLORADO ERS, n�� FRP - FIBER REINFORCED PLASTIC SETTING BED �� DETAIL/ENLARGED PLAN 1 . 5 times w � nd pressures . F . O . S . - FACE OF STUD BATT / LOOSE A� o � REFERENCE Asso rrsv���.xn�x�rs,snvc F . O . S .T. - FAC � OF S � EEL TUSE INSUL.A , ION 13 . Elevator shaft walls shall withstand minimum inward and DEr�R, �o�o�o � T T outward actir� g pressures as per Specificciioris � seciion 0 � � 60 j , FRP - FIBER REINFORCED PLASTIC � SAND � �S��E ����T 03/A101 WALL SECTION hicheaeruisr moreco e t �daeion , and as require by code ; D�R�co o�o F R T - F I R E R E T A R D A N T T R E A T E D ` � � � � � R EF E R E N C E � I N S U L ( d a s h e d f o . 1 � I. SHERRY DORI►ARD F. V . - FINISH VERIFY � / � / � / reduce confusion 1 4 . A l l d i s s i m i l a r m e t a l s s h a l l b e e f f e c t i v e ly i s o l a t e d f r o m e a c h BU.uUln Summa ' `'`'�'� COLO�O FVC - FIRE VALVE CABINET ` ' ' ` ' ` with details ) other to avoid molecular breakdown . g �• CI{tIL ENGINEER & SURVEYOR , �WB . - GYPSUM WALL BOARD 15 . Refer to Plumbin Drawin s for locations of all floor drains , �c � coNS�.Tn�, IN�. CONCRETE - 03 � BUILD► NG SECTION g g van, coLO�no G . C . - GENERAL CONTRACTOR trench drains , sumps and subsoil drainage unless noted otherwise . GFRC - GLASS FIBER REINFORCED CONCRETE • • - ARCHITECTURAL A101 REFERENCE I. Code Summary: ' ° RIGID 16 . All penetrations of ductwork , conduit , piping and similar work HDWR . - HARDWARE � ' , '�•� ` � ; �' '� : CONCRETE INSULATION �- - - - --. through fire rated assemblies shcall be sealed to maintain the H . M . - HOLLOW METAL ' '° ` ` ' ( Heovy Poch ' e ) roting of the assembly with o UL opproved materiol . A. Building Height: Three floors below-grade parking PRO� ECT N0 : 20830 . 01 :: . a_ : ... , H . P . - HIGH POiNT � � DETAlL/ENLARGED PLAN 17 . All e ui ment instailed in return air lenum shall be a roved garage with landscapedpark and surface parking at issuE issuE issuE REFERENCE q P P P N0 . QATE DESCRIPTION H .T . - HEIGHT s � e� REINFORCED �--- - - - -� by the appropriate governing agency for compliance wi h code . grade with vertical transportation pavilion. Pavilion SEALANT • - i o . 31 .03 ISSUE FOR GMP L. P . - LO W P 0 I NT a, a> C 0 N C R ETE height restricted by view corridor. MFR . - MANUFACTURER ( Light Poch ' e ) ( W / backer rod ) 18 of alS struct arolDelements .or exoct location , size ond thickness B . Gross FloorArea: 44,995 s.f. below-grade - � � . 19 .Q3 DRB MTL . - M ETAL parking 01 1 .06 . 04 ISSUE FOR CONSTR. M . R . - MOISTURE RESISTANCE 19 . A finish or Fire rating indication on a wall shall mean the PLAN DRAWING ID TAG entire length of wall is to be finished or Fire rated as indicated . . . G R 0 UT �� � P R E - M 0 LD ED C. Construction Classification: N .A. - N O T A P P L I C A B L E 2 1 /8 = 1 -0 �w c.�w c N . I . C . - N O T I N C O N T R A C T - _ FILLER 20 . General Contractor shall coordinate all equipment base and Garage: TYPE I-A (LTnlimited floor area N .T . S . - NOT TO SCALE housekeeping pads wi th Mec honicol , Plumbing and Electrical andbuildingheight; Tab1e406.3 .5) contractors . Equipment base and housekeeping pads to be O . C . - ON CENTER _ minimum of 4 high ond to be instolled beneath the projected Above Grade Pavilion: TYPE V-B O . D . - OUTSIDE DIAMETER a ° a � ' . 9. � COMPRESSIBLE area of equipment . O . F. C . I . - OWNER FURNISHED , CONTRACTOR INSTALLED ; .` . q; . . a - °� PRECAST FILLER D. PrimaryOccupancyClassification: CONCRETE 21 . General Contractor shall coordinate all Mechanical and Electrical O . F. 0 . 1 - OWNER FURNISHED , OWNER INSTALLED floor and wall sleeves and oll Mechancial shofts with Mechonical , Garage: S-2 O . H . - OPPOSITE HAND Plumbing , Fire Protection , Electricol , Structurol and E. OccupantLoadFactor: � OPP . - OPPOSITE DOOR.S/WINDOWS-OS Architectural Drawin s . 9 Garage: 200 occupants per sq. ft. ' PART . - PARTIAL MASONRY - 04 _ 22 . Construction of work indicoted on the drowings as ( NIC ) is Not F. Applicable Codes: P . LAM - PLASTIC LAMINATE GLASS Included in this Controct . Subsequent drawings and specifications 1 IntemationalBuildin Code 2003 - PLYWD - PLYWOOD BRICK will be submitted for separate approval or this work will be ) g C ) ( Small Sca � e } com leted b others outside th � s sco e ot work . 2 Internarional Mechanical Code 2003 PTD - PAINTED Plon p y p � � � R - RADIUS � � - 23 . Coordinote placement of all ceiling elements with Mechonical , 3 ) International Plumbing Code (2003) RB - RUBBER BASE Electricol and Fire Protection instoller. Where discrepancies 4) National Electrical Code (2003) R . D . - ROOF DRAIN GLRSS exist between drowings ond instoilotion , consult the Architect 5) International Fire Code (2003) CONCRETE Lar e Scole rior to roceedin 6 International Ener Conservation Code 2003 RE : - REFER TO MASONRY UNIT � g � p p g � � � � REQ ' D - REQUIRED 24 . All material quontities shall be coordinoted with Architectural , 7) International Fuel Gas Code (2003) R . O . - ROUGH OPENING ( Plan ) Civil , Structurol and MEP 8c FP drowings and sholl not be limited 8) AmericansWithDisabilitiesAct (ADA) R . O . D . - ROOF OVERFLOW DRAIN . STRUCTURAL to any single discipline . 9) ANSI A117. 1 - Specifications forma,king R . O . W . - RIGHT OF WAY CONCRETE GLASS 25 . All floor and roof elevations are to top of sheathing unless Buildings and Facilities Accessible to and R . S . - ROUGH SAWN MASONRY UNIT noted otherwise . Roof Elevotions are noted at high points unless Usable by Physically HandicappedPeople SC - SOLID CORE ( Elevation ) noted otherwise . CORE CgEHg DBIVg�� SHT - SHEET 26 . Ali switches and controls for lights , heat , ventilation , window � � ��`?� � SIM . - SIMILAR BRICK FINISHES - 09 treatments , fire alarms , efevator call buttons , and all similar • � ( Elevation - I. Square Foot & Parking Summary: Q �t�� � � � SS - STAINLESS STEEL controls of frequent or essential use shall be placed within reach STD . � - STANDARD Smail Scale ) for individuals in wheelchairs as required by the handicap code . �� � � Q p � � CERAMIC TILE A. Lots P-3 & J Sq. Ft. Loading Parking STL - STEEL 27 . Manufacturer' s nomeplates , trademorks , logos or their Bays Spaces � 4 d ° BRICK identification shall not be v � sible in ub { ic areas . `� Q STRUCT . _ STRUCTURE ( STRUCTURAL) { Elevation - P � T. Oe TOP OF 28 . Provide blocking as required for all wall mounted items . 1 . Garage Leve13 � � d T. O . B . - TOP OF BEAM Large Scole ) GYPSUM BOARD a. Parking: 10,768 Sq. Ft. N/A 26 T. O . D . - TOP OF DECK METALS - 05 ( Large Scale } T. O . R . D . - TOP OF ROOF DECK 2. GarageLevel2 Vail Park & Garage T. 0 . F. D . - TO P 0 F FLO 0 R D EC K a. Parking: 17,287 Sq. Ft. N/A 43 T. O . F. F. - TOP OF FINISH FLOOR STEEL g at Lots P - 3 & J RESILIENT 3 . Gara e Level 1 T. O .A. W . - TOP OF ABUTMENT WALL FLOORING a. Parking: 16,940 Sq. Ft. N/A 41 T. O . C . - TOP OF CONCRETE T. O . P . - TO P 0 F PARAP ET Sub Total: 44,995 Sq. Ft. 3 110 T, O . R . - TOP OF RAIL ALUMlNlUM CARPET LOTS P - 3 8c J TOS - TOP OF SLAB /STRUCTURE T. O . ST. - TOP OF STEEL 4. Par Lev� q a. Parkin . 7, 150 S Ft. NlA 25 TYP . - TYPICAL UNO - UNLESS NOTED OTHERWISE Total: 52, 145 Sq. Ft. 3 13s INFORMATION - VCT - VINYL COMPOSITION TILE ACOUSTICAL TI LE Hanson � V. I . F . - VERIFY IN FiE� � SHEET Ranch n W . - WIDE Road , W/ - WITH Loading WD . - WOOD Zone � � 0 4 W/ 0 - WITHOUT WP - WATERPROOFED ( �� _ _ _ _ . _ . _ _ _ _ _ _ _ __ _ _ _ _ _ _ _ _ . _ _ __ _ _ _ _ _ _ 1 , � _ � ` r. � � - �. l � \-` `� ` -��„L _ - -, � I ' - - _ ' t ' e '� �� '� +;d � � �„' ' I ` '_ � � !`�. . '� : � J `1 i';.�„"„"Y� .i t • i -/ r g � �► � ` ` � ¢..a. :e,: ! � � 3 �_ -, �� 3 ; :,�' I ��, � 1 ! ' _ � . . $.. .�, i r �� , 1 •�. `- c,� ; } ; i ' f' � ' ' `�4•�.:°t.`h T : 3 - _ `� �� ;� ��, ,,� �; � J � "-- _ _ �i: a . _ _ _ � J ��� ' _ . :.. , ... '. .__. ... -�`� - --��` PROPOSED 1 ' FLUSH CONCRETE BAND - � _ ; > : ; "' �� �:� ) � ' PEAK LAND C�ONSULTANT3, INC. TO DEUNEATE PARKING. SAWCUT EXISIING - -+�"°"'���•�.,� �� "> ��� I � �� yM� p�/y �p� � _ ,, _►. `�.+w.,�.i�.�...,.,,�w.....�.... � �a� , ,c ' ' _ �.. � f r../�1�- N1�.. 0��.7�Q11�. ��. � , �- -- ASPHALT TO ENSURE CLEAN CONNECTION. �� ; � � : �: 1 _ � �:..::;�...•�,�. z ; 97Q-47S-8@M{ � � '' � �:.....,,�,„„� ;`�' :�! � � � �. ��. ,, , � 1000 I.lON8 F�OE LOOP VAL CO 81967 � "� ` _ �..-w�..y ,w�.,.o r.° .s� �i 3-F77 14 ` ' _ = ` �.► "•+vi:...��.�i'�i.j.:�`�`,w>$� a �,V`��_� <e`�` �' � � _ _ _ I I O .19L _ , � v � � \ ��1�FT��N��bsl�� `� �1 / O �� _` � � N � ��,�'�y��`'��w��2�N�,��� `- � '-1 /t „"'����.t..� ,Y�.w.� :� � HATCH INDICATES UMITS OF ASPHALT O �"""---.... ' �� REPLACEMENT. SAWCUT EXIST1NG ASPHALT !'� � -- � � , ;, , :"`�4� '' - � ` � ! - - _ f : �``""�-�. - EXISIING PARKING AND INFRARED PATCHBACK TO ENSURE �' "�'�� ' - ; � �,� `�, , '� - � � I ._ _ CLEAN CONNEC110N PER TOV STANDARDS. �`""'►-�•....,,,,,'-�-.�i � ` ,� '�. " ` � _ � � '� � ; : t � ' -- ..� � 6" CONCRETE FLUSH BAND BORDERS PAVER �� ��""�'^��;,;�� ` � - -, � �-� .�9�� � '� _ J I I WALK. SAWCUT EX. ASPHALT TO ��'� �.. ���. . . . � ' • �t k; : ENSURE CLEAN CONNECTION. 3 72. '' -- ° � �' ���� � ��~���` ` ` ^ �� ` � � r�� I ' RAMP SIDEWALK TO TRANSITION ` ` �'"""`'" � � ` ���.�. .""' LEGEND � ` L'� � �• ""�•�M.� FROM 6" FLUSH CONCRETE � � � EXISTING PARKING � � BAND TO 6" CURB OVER 10' ;�, ' �� 1��py �`�--�. � � ,, ,� '"�7 �T ��� "'"^--.,..�+��'..��_--,.�=e -, I' � � � SAWCUT EXISIING ASPHALT. ,� �'; , " ' , -'' . ' :: i _ � � � �'� �. � BORE HO Q ELEC7RIC MANHOLE - • *-' GUARD RAIL ,,. . . >. > . . � � � � REMOVE AND REVEGETATE ASPHALT IN � . " . ..3� � :ss, ' ; . , - , , -'- -� � -� �� �...• - - - - - - - - - - - - - HAND RAIL � � ;- '' , . _ Ct '- -_ -� �. ; ..`:: OO SEWER M E _ ' � � .- ; . ; 2 . 4L ,. - ; : : •> ,., � I -s,�.'�, ;. EVERGREEN TREE � ` � � � � AREA BETYVEEN PRO. PAVER PATH AND ,. . ;_- ,, ,, ; -_ _:,> .. .. _.. . ..y _ ,_.,_, < . .., . ;' , ; : : ;. �""''..,.°'�,.,� ; - :;x:: _ .. ..:z. . . . . COMPRESSED AIR IJNE � � 3� 69. 1 ; : ;- ., ,r , , .: , , , � , �RRNS��� FL�YYI..�NE . . "1 STORM MANHOLE _ . . � � EX. ASPHALT PER LANDSCAPE ,.: . , : . : , . - -`� .��� - ` - . . � -; ; : , . : . . , `" \ ,�:�, : , , _ _. � -_ _ • : , ,. : , ,. ,; . , _ . � `� ..u. DECIDU TREE . :. ::<: . .. . . _ ., _ F��� �.� c��e a�r� . - _ .. . . .. - „ ; .- .: , . . : ,, , , _ - ,:- , . „ ,.. '{- . � :;:> ..� � .r< :o ... ., c�;: _. _ . .,. OVERHEAD ELECIRICAL LINE � � _, _, _ ,.. a , - r.� Qw WATER MANHOLE � � _ - =' • , ,- - .-' ; ' ` , -►_ - _ , _,,. , ; ,. - ., GtlTt�Fd TO 3; FA�1 - � ` - � �. . , ,. , . C']� - , , -...:"..�►-• ` '' ' � _ _ - ,._.. . , . . : . . . � ' ,' '--�-- � - �. - _. �. __. � � � _ ., ., : . . .... . . . . .: . . .- :: . : ::. .: ,. , : ,. ;. , . . .. .: � � � -- ��- .: .. �.. ..;. ---► -_ . , ;� ..a=__.._....,... ;�� ., ._ ,r _ ,_� . .. --., --� -- _ ., . ,.: � . .: „ - , . - ., ,; < . : - . ,. : ' -1 BOUL P TELEPHONE MANHOLE ,.... , .... ,. , . BURIED ELECTRICAL IINE -�.,..z- _ � - - , . ; . C >. . , _,. ,.: , � . --_ -_ _ QN . - ; . .. • � C . ' . ., „ . ....... . _ _ R " ' > : _ � ....,,.-; _ _.. _ f ,� , . ' , ^�+.�:.�. . "'� ,.. . .,... _ , , t _. .�...... _ . , ; � ,•' --._ ' ; _ k : �..>.. . - - - P ,. _ . . _ . . .^,-..",,,,w.. < . , � _ __. ..._.. ..... ..... .. �......�. . _ Gr. A , , , _ ; . ,. . : .. ..... _ <`. .� .. a..., BURIED GAS UNE .�.. . : }.n .,.... - G -_ . , . , . N . ' , _ ; . . . o GU UNKNOVYN MANHOLE I�- . . 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BURIED SEWER LINE i -.� � , : ....:.. . � _ _e � . .. : ,_ �, ,. e � r ., . -. ,: ' ,, ,. °. -... : . . ,. , . _: ; ,_ i 1t ; �... __s��z.�.�r�T .-�. , . � , . -, _ : _ ; � .: -GAS VALVE ��. � ,:s...-�-.;::, . . . < y , � ; , , , : : , .;,,. . _ .. ' � . _ -� ,wx+!+'• .. ,: _ i £' ; _... .... _ , _.; . _ _ __. . • < ,... �_. . . , -,._ .. : ._ ._ _ ,. . ; , . , _ : _ . _ _ wv _ .... . . . . _ , _.._ _ , : _ ':::.; _ ,> ..: : I WATER LINE , . . -_ , r0 : _< . """w'^�,. :,, _ ; - _ . : . . DICATES LIMhTS :�t)F BUR ED � ! . , ,, . . -.__ . . - _ � �.w,�,»"^,,,.,,., � � � _ . .. ._ �. , . � � . , . . , :. , , , I ;' WA � _ , _ „ . „ ; , . ; , , . .:�. . :� ,: . �,,,�, , . , . . _ _ ; ., _ . , : _ _ D4 , _ � , -'-�.'. , � --__ '�r•,...:.. . . . . , ,: . - � � ., , ,,. , _.. , , : ; . , � . � . : ., , . XISTING ASP T ,� _ _ _ ; ` . ' ; , ..F�AI,. . ... T1P. .>:� ,..__..... ::::.., ._�... � . f : ; .. '�.,..,.._: .: . ,. 't" __ . , .: , . � �� a ., ., � A E N LIN , „ : _. : .... , :;:: . __ , _, . : . _ U I E i I � : _ . :::: � � ,.. ,. .. ; , , ., ': _ B R ED C BL � \ ; , . . / _ ; ; _ , � � �^�*.. RANT i � . � .ti - / _ _ , , , � ,,, . ,. : ; , _ ' _ � � . _ : _ 4. � _ , _ ., . . . _ ,: , + , , ,. .- . ; - _ _ o> - _ _ . , � T .. .. . ..� ,.x . : . .. : : . . � . , . ::. _ `""r.r---r.��..:... :.-.._ . . .. � � . '- . . .: 5 .. : .: . .:� . . . . . . . .. . _ . . � �. . .. . . . . . . .. . ... .,.:..... , . .. . . . . .. .:�- .: .:� . .: . . . � � . . . . : . �. . _ . :.,,��: ' . / \ .�+_+ .. . . . . ., .. . . ` � ......... ...... .. . . . . .. V!' . . _ . . : : .:-'� . . .. � . . _ . . ' . . : . . . __ . ._ . .: .�::. ..:. � EXISTiNG RETAINING WALLS h . _ � _ _ HATCH INDIGA. :. UMI'T�SrpF'.. A _ . : ALT �. .. .. ..� .. < . . � .::: ..._ .. : . _ , : T��.. 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'.'"""*w... ._. .. ,... . . �'_`"YMI'*.�M, � �. . ��; . , . . .. . . � .: . . . . .. ... . : . . ._ -. .:. .. � ' ' �. � � � �At�7i ��i!%V � � . . . . . .. . x . . ;� .r . .. . / . : _ . . ... _:. . . � .. r' - '�' .. :: :.:.: . . .. .. .. . � . . _: ,., , . . e 1N NO ' ` � . . ; � .. . . . : . > . . . . :. . _ � , .. ,. � . . ���!"* . .. .. w+." , � . . �. . : � . �. ::. . ... . . . .:. � .-.: : .. .:.. ,.. ; - � . � .:� ' .. :�� . :�' . . . . . . . � - - - - - �2. � �. , : , • . : � , � SITE RETAINING WALLS '"'"�,,. .: . .,. . : _. . . 2.50R , . . , ; � �EDGE OF ASP er RETAINING WALL > . •.,� ,. . . , , : :.: �....�' : :: . :, J�. /� � � � . . . . .. .,� . . , , . . . :;::.: � � . . '+�""k*�' "",,..w. _. . .. .. . . .. . , :.. . . : : , 'f- _ > � -- ;� . . � .. ... : ; ; . . .. -.__:. : , , , .: . : . . Q ; ' ` � TELEPHONE PEDESTAL i �.\ ; . .... , ::. � ; . . : . ;: > 0 , : , V i � ,: > � . FACE OF WALL AT TOP . � ;..,e, . . . .. ; ;: . . . : .' . . : • -: � : �.: ., ' : : . : : .". � . � _..' � . .. ;. .,. � w ,..,, _ _ _ _ _ L ; ,. ; > �`�. , , , : > ' <: , .> �. EDGE .OF�C HEATED CONCRETE DRIVE . :> . � ..:. +� . : ' i � � _ , . , . . ,. , ; f i � BACK OF CURB. , , .; . , . %ER WA STQRM INIFT � , .� . � � .. . , ; :: _ . . � < ,_ , 3. . , � . . � : , � . � , <. . : :: : . .� :� , . < ,,:- :� >. � : _ ,. , RE. MECH . FOR SNOWMELT :: . , - �.» . .._ , - Cf)N ' �. , . �; � .� , . > . ...,., ,. ,:;: RE. LANDSCAPE TYP. . ,... _ ; . . CR . , , : :� , � / ( ) �.,,. _ ,. . .:: ,..�, . ,: : ;:. . . . , E�E ; ` �. :.�. TRANSFORMER i E'1 : :, , . ;. , _ _::.;: ;..�'Y"� , . , RE. CML FOR PAVEMENT SECTiON <, �� > < � ;: >. PA , , .,,, , • ,; � > wa,uc - ` �� , .. , - - . , , < < "„�,w. _ ~"``�., N . _ . . . , : �. : a, , . .50R _ ;.. ; .. , - - - - R �. . , , . <. , � ,: a . � <;;_:_ � >;. ° - ' > . <:: ,;. � ,;.: � � � ;> . . ;. : � ROOF DRAIN (SPILL � ' ." _: .� ...' , .. .. � �� � � . � <: : ': -.>,... � ,:;;. : �.. ..: � ,:. .. . .. :. ,. , . .. � . , :. . .: � . ; . . . : ':: ' . ���� �r' .;, :-.-. � 11E PROPOSED BOULDER .� : .: . ,. .� >., ,. ; _ . : . ; . . .: ... ;. _ ._ � E wauc , - ►-� ,, ; �*w«w„ ,;.:. FLAGSTONE PA'tN � „ : .. ; - : . . . . . _ _._- r ,. � , . � MEATED .CONCRETE PAVEMENT: a. . � , , -"^'+�.: >:: � �.. 4'+ 72.. ,� , ,,_ ,,,_ `: _ .� � K OR PATIO � � WALL INTO EXISITNG � ,. �. �"�*�. .:...:>: ` "� � .r .. . � • .:��a�. : .': �:: . . . , ;;:, ; RE: LANDSCAPE TYP. "' •+.,,,. . . : . , : . , . , : a -_ _,, _.:: ..._ - � ��: :� : �, ; , . . � ) _ � .: . . 6R RE. STRUC"fURAL FOR . ., >� :, a >• � � �. �S < ::.. < '�+,�.,,,,,� .. . ..:... . :: : ;�.: . ... � ,. . 4: .. , . ::. , .: ; :: ; � - -... �, ;,--:.: BOULDER WAIL OVERHANG �. � : ,�.,. �..,. '�'�` :: .: �.. . ,. � : '�, _ ., , . : . . h , g ; Z p .�., ,_ ...-•.--. .,> .. ... � � / - „ �� <_ . . . �"�,'�^� -�.,.. .. .. � PAVEMEI�T. SECTION /�T THIS . : r1'( Y �. �- � �..�>>•:y = . .,. . „ 1-� : � - -� - - -.... - _. _. .� _ E'' .� .; : ;. . � ; ... . . :: :: ,. : _ .. � o., � /� :: > : . . . � ,.. . . 25 CURB AND GUTTER . . E . , . PRO z < s ' , � , ;;; ; r " <> . ' . ` '�'""+w, *r �' ;w� . . ,.� , ., , . , PO 9,!L ,. • I :;. �- .r: � EX. CO R _ _. . .. .. WOODEN WALLi � TREE LJNE Q � �.. ; : ,.: ,;.. , ; > . : , . � ,� . ; 0 14.� `� : I::: '`"�• „ . .� LdCAT10N , . . :: h,: - NC T� �. .:,� .w- ,. �..... ; , , � • CI < : , . , _-... . . , > , . �' \� , f : : ►'AN / . TYP'E 2, SECTION IIB (TYP � � r..; ,,: .,... 0 ; ; . . - .: , --.. �`"'""_ _ , . : N'(R , �. _ Rtt�LAND C�P' - - ... � , : � . `°� : .. , • . : < ,: : ; :. -: .:: .: � : "'! !;+!+:�:;:: _ W ' . ..-:'-,... „"' C BOUNDARY • , . :.,. . r , _.. � , _ _ .�,. ,� 3+ 54.9 . ,. . ., >: �A� '� �O l \. >, . �+ , s "`°. ,� "" . r. ,,._ ,._ ; : _.� (? Q . ' � . t E � L .._ __ �_ ,,F . .. >;: _ ... ;. STRUCTURAL RETAINING �' � - - , �. _ .: ''"'r^�,,. '( .,� � - _ , _ i , : . : . _ � . ,.. h �.� �� ; . . ,: 2. so� - - - - - - H A TED PAV�R WALK 7YP. ;: ;, , ° -_._ ° : -, ^ h EASEMENT E � ) > 9-��. > _ , : :: . . < ': ::: :_ _. WA S TYP. ;: ; . < . , . , � .: : �-�-�.;.; , �I =.: -�j. , >:: , . �y . ��:�, � � • :. J : / , ; , -,n ( ) , , .:; �,,,. : Q /� RE: LANDSCAPE �'�" � . i Q ` " , M I LL CR E Ek � �,,:- ,� �ti . .. . � � �l RE: ARCH. STRUCT. , ` ' , ' � � �: '�"""w«;. ., NfC.�CE ADJOINING PROPERTY � � � `y . :'�\ f� : � .. .. .. : . :-� . :.�'::� / _ / . . ., . . . . .. .... . \ \ . . " . $ . . 1 .s`T ' �' ' ' . . ' .. ......... . . . .. �� t; � � / • �� C 0 U R T s' FLUSH CONCRETE `�;, Fi�w . .. ' - _ , _. _ � � � , ,� � � , � - WOOD FENCE BAND BORDERS PAVERS ., �+; f ` ' . `� I / aD � � l - �. � : " � l � � FINISHED FLOOR ��� . : : . �: . �� ' SITE STAIRWELL ���'"� < �' �� . � � / RE: LANDSCAPE �-, � �--_� � ELEV. = 8188 . 0 ' \ �� ' 'g �z. �� I � - ,. , / . .,-.- ___. PROPERIY LINE (TYP) � `y � � f z � O /� �- ..,_ _ -.-'.. ^- � `-,� � ` ' � .,� ,r,.. .. � : � � p � \ \ . ' f1 " � , ' � ;" � O _ � � ` � , tg.3� YO � EX. PARKING �� � / . " ' , � INDICATES LIMITS OF -�.: � � ` ; f ; � � � BEGIN 2.5' CURB AND GllTTER / � � �� � EXISTING ASPHALT ( �` '` �, < � � " � � � � � � � AT EDGE OF 1 Y FLUSH CONCRETE BAND � \ s ' /. � :Z�' -�f+ :` / „ �, :� , � r � • \ F .�, � � TAIRWELL RE: LANDSCAPE 6 CONCRETE CURB -r'` : � � `� � � � TRANS1710N wFROM 6 FLUSH /� � J ; � ` +30r5TPT � D ATTACHED TO CONC. - � . � . � �� � ; • - CONCRETE BAND TO 6 CURB OVER 6 � I : ,` .: . ''' 1 .4.52L . . ` I `::. : ' L O T P 3 . ; ::. , . , ; : . , /''� �, ` � � � ` I 3 4.75PT �.: , I ' SITE RETAINING WALLS SLAB. RE. STRU . � ` � � / . __' / ,.; � . . . � FACE OF WALL AT TOP � . . � ` � \ `� �� I BACK OF CURB. ( B L O C K 5 � � � `- � � � � , :. �J ; � .. I : <; � ^�/ " . �,,, M TCH G�ADE WITH � ; 2' FLUSH CONCRETE =t � � � � I �'] RE: LANDSCAPE (TYP.) � ,,� ' EX 11NG AVERS � � � , BAND BORDERS PAVERS. / � �; ��� � � � � � � � � .... : j ; : StTE BOULDERS (TYP.) + ` • � , � � f- � , . ` ; : RE: LANDSCAPE p . CONC�E7� PARKING LO'�' � ,\ ' \ � � < ..: I � . - .: , I : : / � ; . ON ' �'OP 0�' 5TR�1CTl1RE � � � �` <. , : . RE: . AR�H./STRUCT. , ' � � I 3+ 18.4 `4 78 � . � ` O1PI�TER/DEVELOPER � / / 24. 4L � - � L� � . . G� ' O ' SITION FLOWUNE - � ' \ _ - � � VAIL RESORTS Q \ \ � , � FROM . CURB AND � ; ' / � ._ � I � �O ,. . �. .. .. , .��.�• ,� , y `,.� �; GUTfER TO ' AN � . , z� FLUSH CONCRETE qD, ; D , , � DEVELOPMENT � SAWCUT ASPHAL�T T 0 ENSURE , (/ r�` <: / HEATED PAVER WA � \ � � I � \ `� � C0 PA � Cj� CLEAN CON`C110N.(TYP) � 3+� 4 � RE: LANDSCAPE FOR LAYOUT � O � . . • ; • �: I I � \ � M NY ,��Q i � � � � � • ' . _ � i I \ � AVON, COLORADO �S ♦ �•. v I I � � ` /� ; . SEE LANQSCAPE PLAN Q I \ � , ' V , � �;% , FOR PARK DETAILS o A P A R T 0 F L 0 T � : ` � � ` \ �acr o� xECOaD r� �V�.. 42 40 L00R � ....,� ' � oo (.BL� CI� "5 - A �: - � I �� \ `\ ( 88 . 0 ' � : �:��� :' � O , , \ I I � / �� � � �� ,r�...,::�.+�, 0. 23 ; �s _ _ . � � � i � � � ARCHITECTURE F.:�r�., i �/ '` / / ' �� \ � / \ Dernror, Colorado � � � 1 ` / /O .,-�C �°' , / / / ` L ` s` / v� . � � . . . � ' � '� . . . . � .. . 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CONCRETE BAKp� . � �. ' � � j / � 1 \ � C� : >�'y .� � � STRUCTURAL RETAININ6 WALL / � � �� • �< : -FLUSH � WITH CONCRETE::� � y...;� ,.. .. � � �°��'"� s,"�` ^�'>°� SHORING PLANS ARE RECEIVED. CONTRACTOR � : � .: ; ': : � �� ;�. � ��� _ � � 3t � . � °� • .�� �'��' � / � � . . : : : : : . ; O '.�: � ; � � > , :� V � ��:r ,.. • . �� . ...���,:.�� > � � � ; : �� � < .� :: . �:� � . . � . ;. �. . • , <. � ;> .;� . � �;: � � �� PARKIMG ��4ND ���PAVER � WAL1< �.. � . . � � � RE. ARCH.�STRUCT. � ` ��. , . .. ,�' r., / � � RESPONSIBLE FOR FENCING. TRAFFlC, AND . : € ,: : ; �.'�' � , • ;: . : : \ ` ,., . - , I I \ ,...z.�„��=� �:��F. / � �„�_ �.. ,� ,...:.�, ! � � EDESTRIAN PROTECTION OF EXCAVATiON. � > € > ; ; . � '. : ; , �: `� `� ��.. w:,. P �. . , , M..: / �, � : ; : <; � , � :..fw:>:�,. _ _�;�..� � � ♦ � : . < : , � , � ,. . ; : , .:. � , ` . , � � 1 � � �'�°~ ';� � � ,: ; : : < , ,. . oA- �Pj� C`/�y . <. _. . C, ,: ,. , , 13.61 R \ PC 0.5 � \ ��,<�• EX. 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M v � � � ��°:.:�����;��"� / � � '� ��:. � � � { �. � �y�' � � � -� � � - - - - - - - � � �: . � • , � W� 6 FLUSH CONCRETE BAND BORDERS � '" � �"• �����,N..:_„V " t � � � � � .` ; '� � . , ' � �/� PAVER WALK. SAWCUT EX. ASPHALT TO �. � � ;,�-���,,,��..� Vail Park & Garage \ � � � ' ) � � � , ; : � I/�I ENSURE CLEAN CONNEC110N. � � ���� N � � � � �f ' I � � � � "` � ' '� � 0+ �4. � � � at Lots P-3 & J � � _ � 2.00� � � I INDICATES LIMITS OF \ � I � � � � ` � � v Cb ' 11 . G � � � � � EXISTING ASPHALT (TYP) LINE TABLE � ` \ ` � � , � � � , � ; � , � , , : . � �� �...� -� c�.. ' � � LINE LENGTH BEARING � � � � _ �`����� � � � -� � %' � � i � + } �� �_� ...�. � -� � a+ �4.3 , - � - � -� ' ► LOTS P - 3 & J , , , ,� „ \ \ � � xs � "�.��°�,..�,,,,..... - ` 22. as� _ - � � - 1 , L1 20 . 22 S72 53 3 E i = = r -- � _ _ - - J ;_ _ �°,,.��- _ _ - _ - � � � , > » / ; € ��..,�, �-..�.: -` -= I � p0 k � G/ � � � � � e � � �� L2 22 . 99 N51 23 16 W � � i � "�.. �M _ - - - - -- -- , o� . , F 10 0 3 10 20 40 � } `-\•••.^� `� ` ' I I � i� � • �� ����l� � O • � • Q / I '�- � � CONTR� POINT 40 � � �:�'� ��r: L 3 18 . 61 ' S 5 7 °3 7 ' 3 0 " E � - _ _ � - - - - - � � COTTON GIN SPIKE � � ; 2z7 , L4 22 . 88 ' S09 °25 ' 45 " W � � �r , - - � - - �' � , ` � � - " -- - - � � ,_ � � � � NORTHING = 1 ,659,975.2Q70 y A : � • SITE PLAN "` - -- _ EASTING = 2,755,846.3840 � � 5 6 6 . 3 0 ' S 8 0 °1 � ' 0 6 " E 1 inch = 10 r�. � - -- - - - _ _ L r - _ _ _ _ �� ELEVAl10N = 8191 .42 i ► . � . .a o . ��,��� _ � � - -- - -- ._ �Ow , �, ` E, . L6 43 . 61 ' S78 ° 52 ' 02 " E J ' �� � � � � �f� � � � O � � � � � •Z ' �t � Ii._._.__ � �!`� SCALE 1 " = 10' . _ _ � W')hQ�u�'M„�` �w� y £.:\v \�` . �� �� � ` a j Ex�s11NC sTORM MANHOLE w�u,..,;rw'wpv..�. sy }} . . Z'R-��'..3 "i �u� ` `� � X ��'`�����:���.� r� I 1 y9 a EX. R!M = 8171 .02 . "``�\..��q� M<.�;w�'�a`�m.<� �� � t� ' � � EX f� ♦ 'N �S)- $164s.72 � `� Ex �NV our (N)= s� s4.sa �. ��,� J = �t���,..�;�.,, ��� �. : ;;:; e ���.� / e�` �► � � :.}« ;;:..:>:::::. :: . � �- iNl.ET 3 - DdcL I-3 s2; F dc G � �-. � � � � � 1 � � •�„ c4.,, r � � , �: v � "° -,e. L� STP. 3+73.43, 20.94L ,,, �'" �.�1. ,� ` �' � �1 � t - ,.. .,,, -.._ .<.. : > �b -d. `.. � - A ,,� ..� E'EAK L.A,IdD CO(�LTAM'S, NVC. EOP ELEVATION - 78.00 � �, CONNECT' C" SITE WALL ,� ' �- � � � � ` `�- -�-,� � � � ...�... . �� I . -7. O _ 92 INV IN = 75.OQ PROPOSED 12 HDPE a �� '"'°°s,� . � FOUNDAl10M DRAIN TO ��; � ' ; � °� o _ �......,z;,,. � „_ �-� 12" 1NV OUT = 74.90 STORM SEWER 1 ;; " :.a,� �� 12 STORM SEWER. ,��� ' �'� � `i r �. "°""°�-- -- �. SUMP ELEV, = 73.40 42.2 O 1 .0� 1R1LE� ,�D&L 1-3525 F & �(;'�":U�;"� " t ? B l I ?� I � ' s�o-47s-ae4a �sx e�o-a7a-ae� �, ,� ; PROPOSED 12 HDPE �,� : t�s Lo� vp�,,, co yp�, p T °fA ry y� C� C�/p �9Cp� qq �/ # ,J � 1 �° -� l IPIV IN = 74.90 , ..- ` STA 4-d-03.76, 0.00 STORM SEWER 1 _ ��' z � �'- -... � ` sF�a � t .. . � � l i, � C }i: 1�! . " .r4..1 il' Y o� I = / T.`JV �., GoP GLGYl111oN = 77.60 � dV. l I .o/o �"" �. i C a;�� .� : ..._ _ �°`� 12" INV IN =7�.5� INV IN = 74.40 x ���""��:��. � � =f �� � � �" � �.., ' PROPOSED 4° STORM MANHOLE 1 � s � t.:s`.....: w `�,.;'"`�a•,..,, s` � f e , .... � ._ �., f 1 2 I N V O U T = 7 4.4 0 I N V O U T = 7 3.9 Q "�„"��u,.� a Y°� / t "` °� S T A 5+4 1 .9 8, 1 7.6 2 L �' '� -_. � r � SUMP ELEV. = 72.90 ""`�"` `- -_ � ,�� � � R1kR ELEVATfOM =78.6 EXIS11iVG 18" PVC 8 1 7 7.7 0 `' -� � = ,,,,_ 1 2" F L U S N C O N C R E T E � - `=s°���,, � / 8' INY IN = 74.67 fi4.7' O 2.75� 3+77.1 t • �- �-� "^� BAND. SAWCUT EXISTING `�"��;���.. �'� ;� � -.. • z r�W,y. � -- / / � 2 i� iN(w) _ �s. zs �x o�v irv (s)= siss.� 46.26L ; � � "' -- � -� ASPHALT TO ENSURE CLEAN `�'�""�-"���"�� _° .;�["'-�� ° � -� � � I N L E T 5-D&L I-3 5 2 5 F & G �'��- "' "" .��., , '' ,� � � 1 8° I N Y O U T = 7 3.1 5 E X I N Y O U T (N)= 8 1 6 4.3 2 / � . `' =� CONNECTiON. AAiN 1 ' ' 3 i<�' °"u :. � �, , �•• p � T f �' � _ � P T C H B A G K. STA 4+56.83, 0.00 C O N N E C T 6" S{T E W A L L `� � � � �� ° '�""' � �'�$ `� "- � SUMP ELEY. = 71 .65 R E P L A C E E X I S T I N G S T O R M M A P I H Q L E � 1 �. N\N�N.�'2 �`'``� � `'� -- ; EOP ELEVATION = 78.Q0 FOUNDATtON DRAIN TO � f' -.. � ��`'�-- _ � '� �dP� yy • � ; � > : `� ,. � -, 12" iNV iN -?3.90 r £E�� ; � � ..,_ .� ` PROPOSED 18 W1TH NE 6 DIA. MANHOIE '� L � 12 STORM SEWER. � a .��... '_ -._. '_ /_. STORM SEWEt� 1 EX. RIM = 8178.2 � � c ' `' - � � � 12 INV �UT = 73.80 = ; � °�. ` ' � _ � ` � � 12.65' O 1 .19� EX. 12 IiVV tN (S) = 8172.80 < . : ` "'�'F-�,,..,,,,,w .,.._ t •� �..ti -x- ` 1, < �� . " aN � 4yrok� , �T�jy/1 � �""�--�...�ey� � �. �- .r„ SUMP ELEV. = 72.3Q + `- - / INV IN = 73.15 p `'`' pQQ (�/� ' � , � ' � N t�,t )1< G �Y.(� l Li '\�' . �+'s 'ti., �.` J`� 2 �� .t� �„`• J s ..... '� � _~ _� • C7� '1\ Y �� � C7� VV��71/ � ♦ „ �` ,: " 4 \ �i��.�} �+,.., � �.� j INY OUT = 73.0 �R 1 � (E} : '�, ! ���; � � , , ,.,..: , ': � �� t�.3�, , .; � '' 1- AMCOR 1500 � _ � ,.. ��.��, . U, � �� : -�`"°� - � �.s ' ?: � Qp (�° /� PRO. i s° iNV iN (sw) -8si7i 2� � > �� > � - - ..! :. .' . .� �. . `S :i . : .; ; �` Y � ., ,� .����"`"+�f.� '^- ` -1 1 ,S � �771��J iJ'LD . > ;... ..,...,: . , ", ; > , �� � � * ' A' EX. 18 INV OUT = 8166.1 \ � 4 ,� B . . . . r� � ; ; '� <: . ::. .€ <,��f: ,�"""` _ �...> -,._ � . s � TERCEPTOR OR EQUIVALENT. �N� EGIN 2.5 CURB AND GUTTER >::: :<. > ; < ....,.. F.. � x.,. < . .:.:,.: <; �. :.::.. :. : . :.. 4-t-#��.�� :. .. ..� ; . .:: :.;1„�;�y,,. . ��Y �,.::.::.:,. . ;�. : .>>. . .:..:. .. ...: , > s, ��.so , : . .. « � � � ,: ,..:... . ...:::: ....::>:. .,. _ r : . 1 � .::. . . . . . . ,: . ... 7.1 . , s; � ... :.:.r�....... . ..o ::..ao. » \ : . . :<,: .::. � :� :::.:: . . . .::.... . . . . . �:. . ,: -,_ ::: ' : :. .:.; ...� . :;::::: .:.:. < .: r" „L a � ' j .. . . .: . ::. .:. . .:. ....�<.: � r `.4v .h, a.n�\..:.. .:: ... :....: .....Vc�,�..Y'.. � .. . .. .. :.; .. . :.:.. �\. .::.,.::. .. �� 1 C . � A' ■ f �Itl .. ,: :::. ..: . . . . ... . : ..... . . .:..>... a .::.. :. .:..,>;.; _ , ;: . , ;- . . ; < ; ... .. . .. ' . RIM ELEVAl10N -7�.5 � «... ...„: :. . :..:::<,:�:�:<::�:�..,: > . ti.,. . . : AT VALLEY 1NLET. TRANSITION ,,. . . ; :.> ; -;:: . ;; �rt �c�- ,: ; : . . ,�. �.. . -., �- .. PROPOSED 12 HDPE 3+72. 85 ,:, . .. . ,.. ,x . .. >..,•:;:;..... .:.. . ,_: ��• '� , :, ,..:� .: � :.:,: ::: . :. . , , .: y.r< ::a.: .. . , ., . . : . .;�.. . ,::, :.�..:.. ._.: � �: as. ��:'r,x. . . :�::. �. :,., o . <:> ` w :. .:� . :. � .:.. �:,..:: ' . :.:' _: . .. . ..� :...>.::� .... . '. :....... ... : , ".. ':.�:`: ���. `. : �: :J.. �� » . . . .:: . .. .: . . :. ., ..: � ;, ....:: .. _ `:: };�.:>. .� ., . . .. '. . .. � .. . -.: -. . . .: �. v . :. �.: �..a.'�V':o'y�;...: O� � ,:. _:: � ::. . .. c � t 7 STORM SEWER 7 1 8 INV IN W 73.0 .,-> ,.� , .,, ,.�° .:.._ ; : ;; < :: ::: ;< ..;�>. .< �;>:<< : .:,>:<•.�;»,.: �:.. � ' � / FROM 6 FLUSN CONCREIE 38.25L ; , . � �:�b _., : .n . . :'.' _ . " .,:a- . :, , .:_:. . .:'i: , , :` ::: ';3i -:<' ..' :_ � �. Z�i...vn` ::��...;.::. ♦ �. . �. . ! M : i M i .' a, � . . � . . . ::v ._�... .' ::i . . . :..1. .. S . V..i \ . � ��'� . : n . 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'1 � . �. . 1 3-f- .$ ,; ' . ,. . ; ::: ... ...::: ..:::.... . .... .. . '; ; . . . .. --� ... .. .:�'' .:: : :` � .a. �, - �.:. ..� ,.... . ;. . .. , :: . :' . . .:;�-:,. .. . . . ._ . ..... .:. . . .. ......:: ... .. .�. .::.: �:.. : . .» _ . .... . .. .. . � . .: ti�.. .� ';.,: .:::.,: , . . � .: ,. .. . .. ... . .. ..: . . . .: :::.:: . . . _ :. � INV OUT = 73.25 �� � . ., ,.>. . . . . . ; ; . > :.: : ; . . . . . ... ,. ,.... . . . , . _ _ . . . � � ,. :> _ ..... : : .:.. ..• . , . , :F ... , . :.: .. .... .,.: . . . : : >. .:. :. .. . <�.... .... .. SAWCUT EXISTiNG ASPNALT. ,. . . .. . . , _: _, .: �, .. . . :. «. . .. ..: . : . , .: . :,n ,... :: . . ..: . . . .>, : . _ . ..::::::: :� : , � : ;, . >:;. : I STORMS EWER 1H �.. ,, . 4�. . 513� _ v .. .... ..:.,.. . .- � : . .. ,, > . . <.�:.;;.:. <,.::: . ;:; :::: _ . ___ _ ,,. ,:, ;� . ,., .. , .. : ,. ....:. -:> .. :.:>::>.: .>' :.;; : . .: ` ,::. ,,.. , ,. . ... . .. . : : . .. ,,,, .. . ; . :: . . : �,. , . ;: .:» � . . ;:: ,: ;. � � . . <� ,,. , � _ .. , . :».>. .... :> :>>:.r '. >: "",�. , '�•. REM ,�. .. .. ,, :, _ ::: .., . _ � 6 > < ; .>_ �.�� �� ' : L� � �VE AND REVEGE7ATE , �, ,. :...� _� ,• > � . . .:::. .;::s� .,<;.. .._ 25.77 � 1 .0 � ,:. . ., v :.:. .. , . :. .. ��' . _ii �.i � .:� ��. . _� .:. .. .::_. . '. � " \�< . . , '.i ' y\* \ �� e�. . ... v .-... . .a .. .: � [: y �. .A• �: n - . " .: : .�. yh .. ., i:. v � ' � .. \ : : � m�. � � . �1 �r � , :� � :: `�..��.:. ,. . , . : :..:::. .. .. . . . '�,,,,_. ( �. .;> .:. :. �... . . : . ... ,.. . ,. ..,, . < < d q q�y ,,... � F: , � ., __..:.. .:..,. : ,.v,. . ....M"�`",""� -' .: .:� .: :: . ::` :,� _o ,.� .... >. ....F...:. ... . ....._ .. i�:. _ .:.;: �T: . ..a y� . .., ,. .:' . , .. :., . .. .. .. .. UT77.GIV . ._ .,. ., .: , � .,,. .: :. .- ;: . ..... . . . . .. . .. . .....: . . . ..:.. _ ::.�:. . ... ,..:.. . ...� .�:: .... <:.^':.�. ...:. . .. '::i ..�k�'•�.`,,:. � ASPH,4LT IN AREA 8ETIVEEN PRO. > . � ,: _ . , , ... . .. .:.. . .. .� . . . . . . . :. .. : . ._ _. :.,� :,.<...,�.., ... :. . _ � .. , � <: ,. -__. .: , .,. „ _ , . R.. , ,.. ., . _. �. . ,. , X , � , 18 INV IN 72 90 , >. , .,. ,, ,:> .:E :. : . .::..; :>.�.:,< .. . ; . . ,.... .., ... , _ .:: _:.; .. . :.::.::,.<<. � � : , , , T' ..[: �n ., v. C'' ..:: . .,:-c:� ^. ..v vv1 . .::i: ::�.;.. ... .n4v. . v . : -.. -:y :' \:n\.: . A. nn\� . : � �(! ..'- .:. o � . . ' .. o :. .. :.. ::: 1r . � . . .. :5 .� e . :' .: ... .. - .. ; . . � . . 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DR��NAGE PAN To �E�A�N. �� �� --:���-ti=� -� Y - -. _ � : �.9, .��: � r = _ _ - , � _ .,.o- , ._ �._.. � 4 � �� �- IN � PL.AN � , ._ _. .- . :: : ; � , : -�.�.. �. _ :� _ , / � k4ATGH CONCRE7E PAVER WALK �� � a��,� �, • „ -;._ : 2�•� 9� ; � _.. � � , , �,, oQ�Q�d�� . .sg�Sf�.� .., ._._. . � / � WITH EDGE OF EX. P�,� e � , �.�� _ _ _._. �:`� -` ..... ..� . .... ` __. ..-- .- °' . '" -- "- � ; � � �`':• ���,, �, .� �... . � � �� ` 1 _' . ...... ...�v �...w ... � �I ' � • �� � 8 � � ? "tta"tw. �� _ 0 �'� • // � �� �...�„�_ _ _ _ _ - _ - , 1 I�;� a� �- . ., . � \ � � � ` � ' ; 37 7T r . , • ' y � 9a o s �o za 4o t � � -_ . � I � 1 � [�� , �y 5 � �-_ -�_ �_ �. � � °AD r� � � ~_ '� �_.� .�. �� �_ � .a �o�,� ' ' ' `� �; � .... .... ...... ... 'F, � • m��@�e .V :. � _ � 1 ,_ .,_ ,_ ,� " .. � , . '" ' i � 9 � no (.�,�' : ' � I - - _ _ , , " -7 1 ..�.. ...._ I � �' r�° a � �-� � - - _ ` ' , \ ' ; ? � c r�r �r � � 1 ' ~ �° - - L - „� _ r- -- - - - -- .� r � r�r � � � � 1 inch = 10 ft. � °'° - -.r ._ .... I ' l � ,,. t-��.-� , , i �" "' -- _,. - � � SCALE: 2 " = 10' _ _ - � :. €r ;;.;r>:: �:'% ``:<. :>;;::.;. . ;:,,;�;.,;:::, . :>::::>:::.;<>:3.>.?: .. ; .. . . . `z<:�'�:>�:::�. • Y4�: . � . . ryv��$:>v>,::i:`�:• Yv� . . . .��� n...v .�.p..i:�v .l _ . "J.�.. 'iv��p\\:T�.n.... ' ... . -. . - \._\.�..: ...:�.'C.:ii_. . . .... .._.. PEAK LA(� CANSULTAM"8, NC. PEAK CNL ENC�IE�NQ. NC a�o a�a��e44 r4vc a�a478-eo�a t000 uoKS � woP va. co sie� - � � � � . , � . � � � � _ � ;.�.. � � :.<:<>.. ,..>:,... .:.... ....:��. ,:>. :::,.>� :�:<::�> �;;:;:«::. 8190 -�_.__. ......� �..._.___�..�_ � ._......_ ._.�.._�„� .w_...�.._.,H,._.� .__w.�..�...w,_�...�...� ..m..�.....�.... . ..�..... M. ...,...,..m...._�..._�..._..___........._,_._......_..._ _ _._ ._.__�..�.._µ...__.._µ.�,__... �___._.._, .w.�.._.� M �� ..�.�.�...�w......y..�.,,.�.�. _._�. __.....,..._._.____.-___..._.__._ _.�,..�.___...V.� ...�.�.,.. �.._��._..�... .....�.�...._. � _.�...._._.._____.___......� �.__„__ ..._..,..._.,....__._..,.......�, w_� .�.�.,M ..._..,..,.��m�,�.._........_..... ..,_...... 8190 �;. � :� ._>�: �;, . . . . . . . � � . . ,:'F .?�i:'o.'":n'k� � � Y V � . . . . . . � :: *..,..n.z, . ;.. ..n.:Rx»\>:. %3' � . . � . . .. . . . . . � . .. � . ujT ;? 'x<;, :'^"�;� +;'j\,.,.a . .�J��b:i<5..:„?i:'y.::,.r w �'^.�'u '�u:" , .e%.: I � _. . . . . . . k .+. `vff f>'::� .•` '<:::�.A'...:.' ,�;yv..�A . . � . � . . . a 'C�'i,?'�'' . . . . . . . . . � a :.�'<:>!'.;?_::...;�, � . . . . . , .g � � .:, . . . . . . . :li i •'�i� •/hia � /n �vN � :. ;,,:U:�L'!: ��€��� �: Yy >;F.. ;�j>�,�,.�. ,:•. ,u � .k �� ,>. INLET t - DdtL I-3525 , . . . . . � . . '`���%�`'(3.. � ' tam��sfe:�ii}���� FRAME AND GRATE ' � < 7„�; ;.f A�°�� �� "e � .F ,�� �z ;.�<:. . . � � . . . . n 1\4.n..�..i�.. Y W� .{in."YC;fiy�':.�.. � STA 2+90.53, 40.28L .-«>:..>. M:,,..,.. < EOA ELEVATION = 86.40 � µ � � ,.>� a ,�f� O r:; „�t F� 12" INV OUT = 83.40 ��;< . SUMP ELEV. = 81 .90 INLET 2 - TYPE 13 VALLEY Gi�4TE �� ..� � -""" - � STA 3+12.70, 0.50R : \ EOA ELEVAl10N = 85.00 REPLAC� EXISIING STORM MANHQLE Q+' \ : 12" INV IN = 82.00 WITH NEW 6' DIA. MANHOLE � � �-- : 12' INV OUT = 81 .90 EX. RIM = 8178.2 SUMP ELEV. = 80.40 ; : ' ; EX. 12" INV IN (S) = 8172.8 8185 _...._ __�.. _ _____�..___,__.__._ _.V.v.... _�.. ' . _..�..._�. _,_ _.._ : , . � ° w..._.E.�...1$..�.1N��G ._I��,_�l..f�,�_ _� � . ..__.___�: 8185 �, �.�...�._....... EXISTING GRADE` � �_.. ..�.. _...�._.�_.�.._... _�,. ____�. . .._ ...�.._w_. �.,�.._..m_...._.�.__.�___.__ .�.....__.. �__ ._._. ..� �_.._.....__.._._.._.�__.__PRO.: 18' INV IN (VI� = 8172.65 � � �.r. ABOVE STORM $EWER PROP�SED AMCOR 1500 SAND-OIL PRO. 18" INV !N {SW) _ $171 .25 � � INTERCEPTQR OR EQUlVALENT. EX.� 18' tNV OUT (Nj = 8166.1 � RIM ELEVATION = 78.50 18" INY IN (V!� = 73.00 �j 18" iNV 0UT (E) = 72.90 � \ PROPOSED GRAQE : � ABOVE STORM SEWER PROPOSEDSTA 5�1�1 9$.AN7.62L � \ RIM ELEVATIQN =78.6 8" !NV IN (S) : = 74.67 � PROPOSED 12" HDPE � 12" IN IN (W) : = 73.25 PROPOSED 4' STORM MANHOLE 49.9' O 2.81X 18' INV OUT ; = 73.15 REPLACE EXISTING STORM MANHOLE STA 5+11 .98. 17.62L iNV iN = 83.40 \ SUMP ELEV. : = 71 .65 WITH NEW 6' DIA. MANHOLE RIM ELEVATION =78.6 � INLET 5 - D&L 1-�525 EX. RIM � 8178.2 S" tNV IN (S) = 74.67 • INV OUT = 82.00 ` � FRAME AND GRATE : EX. 12' INV IN (S) = 8172.8 12' IN IN (111Q = 73.25 INLET 3 - D&L I-3525 INLET 4 - D&L i-3525 �.�: EX. 18' INV IN E = 8166.9 12" INV OUT = 73.15 � FRAME AND GRATE : FRAME AND GRAT� STA 4+56.83. ( � 8180 _._.._.n......._.�.,M,.._,�.�...µ.��...._�.�..�.........._._. �._.�.�..�_......_.._._...___.. __... _...............__ .m. ... .__.: .., _.�_...�._.....�..._.. SGT�_..3-�.73.L13�..,.2Q.�1...._..._..__...:_�...�.:.�._�,�__..�._. .��A�4+83:7-6;--A:A@�-m.._..�,. .. EOA ELEVAT10N,_°. .�8.00 ..._._. _._.�_._..._...._ _,...�.� ... .._..�.�_.�.. �, .�....,,,.�.._. .... �.�____�___ __ PRO. 18" , INY IN (,,W�___8172.65 _�_�..._..� .�_.�� SUMP ELEV. _=�.71 .85 EOA ELEVATtQN = '78.Q0 12 !NV !N = 73.9Q -- --�� 8180 8180 �----�°-�- . : 8180 8180 -.° � --�-� 8180 EQA ELEVATION = ;77.60 PRO. 18 !NV IN (SW) = 8171 .25 � : OWNER/DEYELOPER 12" INV IN = 75.0� . 12' INV IN = 74.5Q 12" INV OUT = 73.80 EX. 18' INV OUT (N) = 8166.1 : EXISTING GRADE : VAIL RES4RTS SUMP ELEV. = 72.30 ABOVE STORM SEWER : � � 12" {NV OUT = 74�JO 12' INV OUT = 74:40 EXISTING GRADE � N• SUMP ELEV. = 73.�10 = -___ : . �OVER SUMP ELEV. 72.J0 � ..�-� - � ^ ^ - : f _ _ „�. ` �ABOVE STORM SEWER � - - - - - -- - _ _ DEVEL4PMENT � �- !� -�-.,_ `� r J ! _ ` : PROPOSED 12" HDPE `� ` ---. COMPANY 69.40 � 9.94% PROPOSED GRADE PROPOSED GRADE AVON, COLORADO INY IN = 81 .90 ABOVE STORM SE INV OUT = 75.00 ABOVE STORM SEWER ` �r a� �coso EXISTING 6" :CIP WATERLINE (APPROX. ) STORM FROM�'�RENCH DRAINS 4Z 4O ABANDONED : DURING ERWSD HANSON RANCH � , ROAD WATERLINE REPLACEMENT {SUMMER INV IN (S� = 74.67 2oa3�. ARC H ITECTU R E ' ` : : ; w - ...................._........_...................................... .....................................................:......................................................................:.....................................................;.................................................. ..... ...........................:........................ � : � .................................................. ..... ................................_............................................:.......... ............ ..... ..........................._......................................................................................................... .. .. ............................. .................:....... . . ... .. .. : PROPOSED 18 HDPE OM € ; 8175 : , .............................. . .. .. ............... ............ ...................................... ........................................................................................................................._ ..............:.......................................__...................: : Derrver Coiorado 12" WATERLINE (APPROX.) INSTALLED DURING ? : ' ' € : 8175 8175 GARAGE SUMP PUMP . . ..... ......... ........ ............. . : 8175 8175 ....._...... ....... . ............ .... ._.. . .. ....... .... ... . ....; 8175 � ERWSD HANSON RANCH ROAD WATERLINE : 62.70' O 2.0% REPLACEMEI�T (SUMMER 2003). � INV IN = 72.50 „ � PROPOSED 8' HDPE Yp�gp=�� ��` � EX. 12 : INV IN (S) = 8172.8 f INV OUT = 71 .25 EX. 12 INV IN (S) = 8172. 8 STORM FROM TRENCH DRAINS svox. cowssDo 33.01 ' � 1 .Q% � axGn�s ---.._,,.., � � INV IN = 75.00 eBS c:oNS�TLTe�t'r8. nrC PROPOSED 12" HDPE �� PROPO5ED 18" HDPE FROM INV OUT = 74•67 �ROPOSEt) '! 2' HD�E D�� c���� 42•2� � � •0% PROPOSED 12" HDPE RROPOSED 12" HDPE GARAG� SUMP PUMP ` INV IN (YV) = 73.25 �a � INV IN = 74.90 � . " � �� INV OUT = 74.50 50.1 � 1 .OX a4.9 O 1 .0� INV IN �SW) = 71 .25 INV IN = 74.40 � INY iN = 73.80 PROPO t j 18 HDPE; . . INV OUT = 73.90 n INV OUT = 73.25 INV IN W = 72.65 ; D�' ��� e �� � EXISTING 6" : CIP WATERLINE (APPROX.)� ` PROPOSED 18' HDPE i� n EXISTING 6" CIP WATERL(NE APPROX. }�� � � t �p�p$ CONTRACTOR TD VERIFY HORIZONTAL AND 12.85� O 1 .19R U v CONTRACTOR TO VERiFY HORIZO TAL AND � ���� �• VERTlCAL LOCATION PRIOR TO CONSTRUCITON INY IN = 73.15 VERTICAL L.00ATION PRIOR TO CON TRUCiTON INV OUT = 73.0 PROPOSED 18' HDPE : : s € ; : � : . ; 8170 ....._..........................................................................................................:. • � ..... .................................................................................................................... ...................................................................................................._............... ............................................................................................._.............. . ........_.................................................._....................................................... ........................................................._...................................... ......... ................. ........................... ...... ..........._.................. ............ ................. . . . . 1 .B ..:.... ....;.... � ....... ....... ...:.... ...:... .... .... ...:........ ... .... .... ... ... ... ... ...€ 8174 8170 .... .... .... ...... ... . .. ....... ...................................................... ............................ ............. ...........:...................................................................: 817 a 8170 ....................................................INV..�N....._. 73.1.5........................; 8170 INV OUT = 3.00 : EXISTING 6" CIP WATERUNES (APP X.) EXISTING 18" PvC : PROJECT NO: 20693.03 � CONTRACTOR TO VERIFY HORIZONTAL ND > : (SSUE (SSUE ISSUE EX. 18" : INV W (E) = 8166. 9 VERl1CAL LOCATION PRIOR TO CONSTRUC TON 64' � � 2'�5� : N0. DATE DESCRIPTION � EX. 18" iNV IN (E) = 8166. 9 n EX !NV IN (S) = 8166. 1 � � , EX INV OUT (N) _ $164. s2 01 1 .06.04 ISSUE FOR CONSTR. PROPOSED 1 S" NDPE � ( I 25.77' � i .09� j f 1 � ) � INV IN = 72.9Q v U INY OUT � 72.65 � EXISTING 18" PVC EXI TING 15" SANITARY SEWER MAIN , � 1N RT ELEVATION= 63.03 (APPROX.) � ' 64.7 C�D 2.75% CONTRA TOR TO VERIFY HORIZONTA� AND ; ; ; : EX : NV = 1 .1 VERTI ATIQN PRIOR TO CONSTRUCITON : ; i IN S . : ( ) 8 66 � CAL � C EX INV € OUT N = 8164.32 : : : : : : : : : : : : : : : : 8165 .....................................................:..................................................................................................................................................................................................... � . ......................................................................................................................................................................................................................................................_.................................. : : ................................................................._........................:.............._................................._.................................................................................................................................................... : ; 65 8165 ,. ...... .........: ' 8165 ° ................................................: ........................................................................................................... ...........................................................................................................................; 8165 :.........................................._........................._......... ........................................., 8165 S ��.LE . EXISTING 15" S�NITARY SEWER MAIN ' INVERT ELEVATlON=62.24 (APPROX.) � H � RIZ � NTAL 1 - 20 � � ` I I ...._. � � � : CONTRACTOR TO VERIFY HORIZONTAL AND � ' � � ? VERl7CAL LOCATION PRIOR TO CONSIRUCITON� EXISl1NG 15 SANITARY SE1N�R MAIN ii � r ; INVERT ELEVATION=62.02 (APPROX.) „ - � �! : t I ' CONTRACTOR TO VERfFY HORIZONT`AL AND VERTI CAL 1 - � � : VERTICA� LOCATION PRIOR TO CONSTRUCITON � � It U II il 11 11 U DATUA� E'LEV DATUM ELEY : DATIItI� ELEV � 8160. 00 B160. 00 8160. 00 � cp � M � DO � � N M � � � � � � � � � � � � � � � . o ao a�o 00 0o a`"o � a'�o ' i � � . i ' � n � � 1 +OQ 2+00 3+00 4+ 00 4+ 50 5+00 6+00 7+ 00 7+50 � STORM SEWER 1 ST4RM SEWER 2 STO Qogs �� = D1tI1� .�., RM SEWER 3 � �, � �� r �t�"�' Qt� � ° Qpp � 9�a � Q � �d � Vail Park & Garage at Lots P-3 & i - LOTS P - 3 & d STORM SE��ER 0o KECisrF PR� FILE o"�•�,' T�%�y9Fa � q���' �` • C� • Q i � _ . . . . � • ��� i W . s A\ � C104 A �� '�_- ` ^, � \v ' c� � I`� � `, �-C. � � � SCALE: 1 " = 20' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ �� � � C � / r 'i ' S� �� � ;%'i':x:?+'fi:i �$:i:35:3`ii:33\ . �. ; � � _$y`' ...; ..�"j:in:: :::%.i:.:::i:��:::i::�:.. � , . ?::\ j>:<:j:::i�Q:i::::i`Y`':Ci '� ��� / . ` .: ' I '"�► -0�' �..I' � . . . . i i . . � � / - p b�+„ . � � . . � titi, �,y , ` ,3� q � 870-+476-@644 L�FAX �6-8616 ' � � �, ;;.. ,ti . ., �. �Fl ° y���\�� // i�""„ � � � . . . � ~;ya`.^. � . . r�� `�,y . � . "''�; ``. €�d �• � ��> ,,/ r...,, �� �. *..,� `'�..� . `;a`� ; ., >z'aS'•�' � � � . i f'. ... f,� �ffr�t� ~� % - �t S ``h' . .;�:,,�..v,. ,:. �r,:• '� P \. LOTS 1 -13 .< :�• '�:, ...:. .<�..:�` �` � � � (RESUBDIVISION OF BLOCK 5 AND A PART OF ' ` i GORE CREEK DRIVE—VAIL ViLI.AGE, FIRST FiLiNG) 4� � . .f�.., � / � � �� �; �. �j \ � � � �z ` , �: f ` TRACT B �47 i� ` � c ``:.. < � PROPOSED 4" SAN. SEWER SERVlCE l (va�� v��A�E, FIRST FILING �.. �•gs ' � PRO. s°roRM sEUlt�R � z5.r o 37.7x ' 1 Lors , 4-, 8 �� `� G�S' 'y���� . ; r EXISTI�IG VNATER MAIN � SEWER MAit� ELEVATION AT / {BLOCtc 5) � � �''O , �'�� ,��.'.�,�.,t, � � CONNECTIOAI= 8162.0 � � . � � � � EkISTING SAN. SEWEFY MAIN � � ;�� c�sa ���.; ' sTUeour ��vA�oN = s� 7� .s 1 �y `s v.`w` tiw�2�."���w,�„w�� �O � 7 I q � � / r < 4°,� � ��� G.Aa s i `` O � j , y, _ � f , C � O � -�. _ I r "_^ 1 N\�.,�.<"�;. � ��/ _�, ��'� _' ° o ° � :z =�� d 0 �} _' "7 t ���" ►� �•A' ~m � d �� _ ��2 ;:� _ : / r � � M� � / gi� / ���jr�� �`� � � � 1 � �� � ,• I ' � • ~ � . . \ � /y ~ ` _•� � � � � 1� �n�� ' / � iY� �>, � �t v�'1 ` �O`` �.. O �`�"V11.'�T�� '�� i �/y l / / '"»'S%3:. �:`ij'��. _ � `Or"� \3 `�u. , ::%i�'>�'Y£:"'F.;o.`..; . �;:::;., G /�� �,,.. ,�.,. �5 � �:<;,.:. � � ><� ((�.. -, � "�- --. . EX. SEWER MANHOlE 0300 E�` ��>��� �>;��� ��� `/ �� O �, � � ,...r,.;;..ai`.:.:.:; :<'+.';:,;:'„ , ,t G.�S'.�' ��""'^,.- ` � ��� � ..��"� „` ' / RIM ELEV. = 8177.9' � � > > . � ; � � ��S ,�;.,i;� : ; : /� `T" �u-h° �+ ' — o � — -.... — 15" (E1 INV. IPV -T 8163.6' ' � ---ti..._ /@ ��'�` —. -_.. ��: v� M�'.� /� � »w� `� :�� �' � w� � � �-+•� �� � � a ` _� ^+. ,,,� � '' �� � I �w t�3 �IV Y• 1J� 1 ° G71 VJ.S' / / / a�°.`��,��£� * <ii '�' �;4£ r� <�a�' ?�.r� V'��(f . .�. t<, � . � � � � �� �.. ��,\ ' / / �i� 5��h . ;rh rc::!r��'�`�k�, i� �, ;;��;; r t >) . t�i . '°^'+ °°'�.�s '' �� �� �� �i C< `t . . � \`� / � � � I t,�`�'l%F1�, > »r �S£�n i �k<v.3h;Z� �'` �' ��..�;; ``o _ � ' � � �. , `' � O '�r . . � � � � :>t ,:... ", .. �. . `�:: . / / �'�':r.,: . � �.,<� �� t4 � / � '<�'. �. < . . '� . � ' : ���� S - � t ' , ' �. . . :i . . , fi y � ` � . .. oln��►Y �� ,_ O ' �\ v ,ni � � �� Qn'�.Gti � $rc�OCary�, � . ` �y A . 't v F '�,; . < S q . � `E ��� �^ �� n' /' r - �h f- .N �4 9 .<.. Fj` �,� /Q � ,�,• 1 A.� � / b "3�:,.��`S)?,•R15;�� O , ` , , . � : � . ,� ` , . Q ( $•.,. ! . f�_� / b u� 4Rl� �k . . ���� . \ \ � +Or ''�` fi 1� ��� ; �.4.�:;..::_?::. \ a � ! V / -° — � ��. . � Y a ,�, , 4 \� ` � ..'� _. .• .::' � . � y M G� \\J \ � ����� " . _ . � r• J2 � Vi"" � \\ `' —.. .�,. .: - . :. . � , t. '�` \ �� sO�`e \> �� . . � � Y �� � \ ._.� �+�'�"� / � / . �� i( �t�2 Y. _... �-.., A `� �� r. �� � i � � . � � E �i i �r ~_ _`^ � � � 'i;<h' l'�,•y _•`� `��� ..... v _ 1 <> � Y5a < \ � � �- \ Q �'^` A � � t .. .-" � i �\� . 5.ii *'�h v v...2 . .� , � . . ✓ ' . 4 � ' : • �-� �- --- •� � — � C+�' , . ._..._ — ..[ > s . . � _ 4�p _ < :' •, ,rT k,,: E ." ; '�'ta. . f .!'� .w.."' . .'r'� . � � „ .: ,,,,,� ,,,,,, � .,. .. <. _:�. . . . : � -.,: ��"`� < . :..:�se:,[i:.. � � _ " . . p , _� ...� 'ie :'.. 'f Yi .. ` f. 1 . :� . / :. • . .:� a. Y.::i'S2Si.::C:::i: a\'l �'\ T�4 .'�T•, . / / / �r r� d . . , . .:.. . .Y � 5 � � . �.e<. . . ... . . :, . ' F.' yA��� . .: / . ` x `�� �-�. � <. . S . �� �I�� � � . .5 i^ T . . . .: :: � tI. � ':' . `°� .� l[ ` \ 4 :\�e>tir' — � � ' �i� . „Iw � .. �!in: ` " f � � . . �Z - �. .'. �_ . � ... �1` ' ' �.: . `. ..[ ' ��. . � . � "'*+.. . :—+.. , „ - , � "'`"'""`�" ',� � ,. F "`"�"'+,� � . <. � , . . , : _ : �j'� . 1 � � . . .� . . - . � ._,_, , .v° f f � . EX. SEWER MANHOLE 0340 � : .,- � ,� . �� . , r � � � /f/ � � �.' �S' � �' �� � � , � � r J(j j . :�k � , '� �. �I �-i... � ` �'�:� � , - 'y� J . : .,` .:. y . : , � , . . . �/� J � �r a�.: �., {.:r:i ti \ � . 'C'.`�:� � . � �F:9 d ,<.; ♦ t S ♦ 1:. � t R�M ElEV s»7.� . fi f ,. „ ::. ,;;.. � M ;, / � �`` "— �, �'CS ��\ `. : � � � / . ' 15 E INV. IN = 8158.9' � � z ' x ; i -�. � '.�,,.,`,< ..� .. +��!€�.'",,,,;,*�,,. � <v. �{� � ; : _. �... : � ., � ) � . ' : `�O e . / �" � '�� �~ � ::�.��<�\} i / / � �„-�^ 72" S INY. IN = 8159.5' -� ``� :a' y . �' -� < h`.�,�' .,�` .� s�" y� 4< i i N� / ` . � .,. L < � a , � ) � .�;: � � �._. � ' i� � _ ., ��, ; , ,, ' �oT � 18" (W) INV. OUT = 8158.8' � ' ' >/ "'` �- � ' � + y �-.., 1�►•�r� � "�.� Ag � � ' � � , ,'a ..'� (BLOCK 5—A) ��` •:;.� � ,� ` < . "`�, � l..: . � � ` +� � .� , « , ���� � °4 ; � 1> �\ '..:� �.., yt � . � 1� �.. ..�.> '^W - � . �\ �� � � � � � �� y � . ..r"� \, .;S`c°\� ,d�'+� t �. � t. . Vb��� \ o. ` ♦ ♦ . ♦ — _� � Y N; . . � ` �?`�+'h}.s"�Yi } �� v < ` �� �rs �� �o \ -�. � -�-L- '�".,"'msy_ �„� "'� ' ��� . . . ; �,� ; � .: �o"' '+ �"�: `� �'�.;;_ 'i . :�. ' � s < �'< +. ` �� � . � �`� .. ' ,,., � ' � � :�� .:'a. i '�' � i f �.._ ` "..,�� �� � '�� . : c' � ���t �'"� ,� MILL CREEK �� ,, F �,� . � ,� !i�> /y .. / � < ; :""` `v„� .` '�. �.> , f"� ;: ,. �� � �', T ` COURT i':� `?;. �' � c.:. � � � �— —� ` �.:,,�,�. �-�, i � \ �;'°� �` fl� N['I�S� HED FLOOR p}� ( ` ' �" �`+�, �y . t �� \ ryCY ~ ` . . E1�LY. - H� SH�O, � j \).i;� � f � E .1 < �, . � � �� \ � Y 3 S .{ % �� 5 �� ' `� � � !Y� O O . � � . `l .�.. <SS ;.} . i 1 �� `j�•� /.'� t �` 1 a � i ) > � � . ' f f � ie�J` ' < � ^-� . ; i ��q ,y�i � � O � 5 . ,. �..�� 1 �� ��.. ��::�.. �l , -- � , o � v ',`W P' ..J.t�� \�`..d� s� `� ~ 4 � ..� o .S. ��' 4''` _� � .S � � I• ` ' � q . . g� � � £ e _..-�.. • _ .•'. � . v ;-x , j / , f i � � : ! . . � `r.� .�� : <5 . t � 3 ' �. f O � � i . � I� K �,� ��# &`k6� �? �r�t�'F � � �� J \` , � t � � � / ` � , f EXISI7NG WATER VALVE '. � �� r� r � i y 2 y / LOT P-3 „ , ,,� � , . $ ; , ° t TO BE �►DJUSTED TO �, .r '� ` �"����� ��� �� � �; ���� ; / � � h . / (BLOCK 5 �t� < "� .� � ` ( FylNcIS'}1�1E/D� uG�R/�AD♦E 'q' � ' ' � � ' p��� f �a� g� .;"� � . , � '� / . ��:�� , 'N ` ` GA�.7I I�V fi 1 L/RM Am� t z . . `� ?RACT G � I;�� y >� �: ` � _ < . , ` `� � � TO REMAI�. �° � ,` '�� `'i (BIOCK 5—A) I I �� � � , < � > � s � � { ` � � AI.N ; , � � ry ?'� � ` � � � . � T r . � �'`� � ; ,: , ', . .. � '.� � , � _ _ , , f t , . t � � � ' y1 � � , o /D LoPER .,� � . � � > ; ;�K .— .� J , , ;� � i , e �� �: ; � � ,� �...: � �, Q k �=,ft , E . � = VAIL I�E � (� RT� � �� � � , , � k f!ART 4�F Lfll'° � I :3�.�• ���; :< ` ` e°, �a FlNISHED FL.00R s� ��,. , . x ' ' (f3l.QCf C � Pi� < , =�'�a�,�.�,�;.„��, � �3.F„' l �T '`�� " ELEV. = 8188.0' .� '� . .d ' � ""�' � 3 �. ' t , �� , � � t:r' .3�,F ���" � . w \ , LOT K EVEL � El�l T �. ,' , I/ ._,--�'� a,w� , ` '�; ,, , ; �, . > > z� '� 'r.. �� r ;�� . BLOCK 5—A .�� . / ::���� $ �t��^� 1�.�'' � �` �.,,, � � � , � .. ` ` � ) (''� j� j�'['(�' ` `::� TOYM OF YAiI VIEWPOINT VP-5 ` / '� �"" `' `` '�•` r . f • +, r ; ,{ �^'. ,��� �N' l� r Al�l d �� ` � ;,.... � ) / / / � `�. ; "ti. . < . , �•:r � ry� ,.,.�;�.,.� M � � ��; MEASURED ELEV. =8185.6' '`��• •.;• .; , ^�;`. _ , , < 4 . • •.i� 1 ,.. r �'" 2 , a / �. ,, '2c�. . r� . . .. . . . . . . . •.:� �.. " "F e �- �,, l ;T p� ^ g �� � y� �+ / .� • a� •�+,1► _��� • .`„ ..�. . \ \ i . t a ` ,����� ��,� .:,.�,�„`� \ � 1 �1� ' Ii�LVd{'t91/� � j`�, � � � � j ---- G : � � � �` � � � � , t �..� jF _ �: ; ,�.���t� �� l 1 `Q . � ' �N � � � \ . � �` �S}, � ? ' . \ ��t� ` � Y�� \,sf: \ � � � � � S� <� �` ` > � �i �`;k '>�.��� \ '�� �'�.; YILL� Y�4LfI�4LL�4 ,'t �,,.,�� , 3� �� � \ � . �' \ � :> :.. 5 x w F . . .'.1 . ;'�o`r\: ,.(.�•;s :�� '3 -�. . . i� . - < i . . � ,',.�}�- i'�� �. o� � s � ., :� �,�.... ,>E��' �t,..�, , � � � , ,.; , � , � .,z.a: \ \ ` CDNDOdfIN�Ud�'S' ` � / . �, � � , �.. ,�� ; � < �'° � ° .� �t ...�, � ' � 2 �..� ���° :� a� , � � � ` ' .��� �t �-�; � \ r' -�- ! 1 : ,� $ � � a ; "'`�. � t � 2 z = �� � 42 i 40 "•,` � �u"t 4e"� ,;.. � _��� �. � \ �. ��: :�: `.����*� �.r \ \ ` . ,. � >Y•"p\� 9,.+�.#�poV ��.. +r°�`�`j }` : "'-w. ` ' } �JL�/.� . :. E, t. �, t F _ . .i € ✓ ` `S \ L � A O3 / \� :t' t 0.�(Y F�L '�� _y ' I �� \ �' �� �. � � uN� � �� �� 'P q ��as:` � P i e �'' '� �� ` "v i > \ , 4' �.r/ „ � ,y; ' � , � ;� � , � � ,� `.-=-- .:.. ._:�,. t;:, � : ._ .; � � .� � � �- AR � F� ITECTU R E , .,..,; � � � �C�,.9 �� :Z ` St::- v. � \ � � �; � � A PART OF LOT .. � ``�l �� � � �^�e'�FN i \ : � � � t t ,i , . •'�� / � �;>. / I .� `. °,;,�= \ '�; : � .K �\ ��. ..a. .� _ �� ', �� / �. "°"� ::\� .`_ ... �i:=�; ; � Y BLOCK 5 A 0 ::• �' / � �„���• . , � : :'� h \ � .��'„ � ( ) ! Deenoer, ColOrndo >i . .:? �/ C :r / q� / i. < :� ,��. �., _a<�-.t, .:� � . � �� • � � .� . „e � \'.c / 'y a�." > 3 b» . 0`0 . : c.,�� � <. ��.� � . : f "`�. �� � i : ��..vw i � /� �\�"+" � �w^' � "s'°9?: �::5 ... � � . \ � > � O'" ` - °, 7 L �\ ,Q'� � � . � .✓ � ^ r a : ,..,.�;.. , �..,. � . �a:�, � �..... . � ,'�3l f 3 � \ '\*e` � � v e'y �. ,aj � 2 �°'✓ "�.. �, � � .� � , � �� � � � " ; � � y / �^ � � :::�" .,� "....^.,, . �,.r' $ \ " � � � �`�,:.• � / STlEIId.'PiJR�L BAIGII� �' � ♦ ���.vn� � e•� .�Cu N����F�.,.� j t � < � t , 4�:i . ....>..».�' W �-a� �G..� � .,�; .�;`:�� •�� � \ � : � °��'�. '``."� � .� YQPtEOg � ,;s:i � f / / / • � 0 . .'b . , �,�..• \ � . � , ' ` „� . � ` i de Y�iB�&LL BNGII�RS, YNC / t � � i i S =,��� s , ♦ �µ`��;�.,��° � �t j ° ° ` • � � � ��<���, \ EXISTING SEWER SERYICE ABANDONED � � -� �. � � svorr, s�LOaa� � `' _ � �'. / � � � (���:j�°' .��n��� '� � ( ��:a.�.`o��t � �., '�+�` . � �v < '� � / � � �- � �� : : i r+��' \ A'�fi:���. � � � - L ' � i> s � :'.. i. � f:� / /' �� , � � �,p, ; � � t DURING SUk1MER OF 20�3 AS PRRT OF � � -., � : t �� ,� '' :a � / � f >�� G> � ,. . , �� .��u., ` �-- � i � -� ?lSP ffiiTt�INEffiiS �;w $_$ � � / �� � �► � � ,�� , , ,� , < ' ` F :: �� <E;k# � , 'fHE HANSON RANCH ROAD WAIER / � � .,- � cort�v7.Tet�rrs. �tC �,��� t3F .v�.° � '°�� i , , � REPLACEMENT PROJECT � � ,��¢�l`. R ,,.. `s � , : € _ �e' �`o �,. � � t� � _� � � a�, coz�oa�sno ` `` �.;s�s Aj�/ `,;�, � � ,��� � ,�h�;=.�f�,,, \ s ; ; ` i � "ti' . .\y ` . . � �, ' /� �i ' �' :� / �„�, \ < ---�:,� ' � � �€ _ �, ',� , � �:� :,�,� � � .;:�� APPROXfMATE LOCATION OF �',- `��� i ����°p i � � \ ` ` /. %�;`' T" \ � •�y, .; � . ' � � ' � '< ;�� � :' ' REALIGNED SEW�R SERVICE � � � � ti ,s; $�� �,`C Q� � \ � \ � O ` ' ; 3 � � � ' -`° €z'�'.�� � �����,. `� � � i ' % � D CO � "" ,o ' i// h ��'' \ /� � : � � . < t , / � V � �,\ `�j,�// � ! \ \ � / uMITS aF UNDERCROUND sTRUCTURE o, / e� ` \� �: ,: � ��' \ ' \ "�� ���~ , ` � ' � � � % .�� � ��� 3 > G► � f � � i / � �- �' � �;v V`� v t � � ' � � �. �— � o�, COIARADO � , <, S/ � �'j �/ \ � O / �.,��I ;,� . � � > �► < ` :: `�,�; \ �' ` .>.::::�, � � ' ° i' � -� 1 ,f ,; `"� �( � � � ` \ / ABANDONE� dYATER UPIE RELOCATED ` '" ,� ti;:_ � : > ;: �, , ,�. � , � � :° a� ` °�... �.. } . I, •�° � ,- � -' � �- �` ,�- � �;� ,�a� / �> \ � TO NEW 12 LOCAiION DURING ° � E��; � � '�J� � • � .��;_ � "' � 't' � E .' '�° -' �' -� � Civ�. BNG �e oa .,,.� . ° �. ` � ` \ � � . . , . >, � � .,� �::�•� o i � .� � / / � � / / / i / SUMMER OF 2003 AS PART OF THE � ° _ � � '' � > : �' , � � << � . � � S _.f� , � .�- � � ,- � � �' / Tex'r�3. IlvC. `� `t�� ` !�`�� � / � � � HASON RANGH ROAD WATER LINE � � \ �, �` t � � t, . � ��,��� � .,..,;� ;�z � / � � � �- �', onu., c�o �`�.: ;q�t� /�°.�,� v / REPLACEMENT PRQJECT. � '� ' �, � �'A . '��� '` ,�,�° ° 3 ;��``: ]� J � '-� 12� � � �- -� ` � , `�q`�� � REMOYE ABANDONED LINE. � � ' t � ' � / �yP ,� �.�\t, f� ` � ` '4h ; ff ' � \ '� Se�. _ � . � � � .� .i } ' /�, / ' / � / I � � eY�' � f \ LOCATION OF NEW 12" WATER !� � . � \ � �'`' � � 1�� ,� i� . ! � t� �� i ,°( ' � �`� �w���,�,,�,�a � D4 � ,�/ �` x :� '�, e LfNE tNSTALIED SUMMER OF 2003 `��' � ?� ` � �` � � � ` � ' ; � �, ; ...-- -"' 12`N � �" ,��a'�.�'"`� / �:'�;�� PROJECT N0: 20693.03 : ; � / ..�- � < wv / � �' �f�' ` \ ' � � � ""�,""; " ` -� �:�� � � _., � e , ,�► �..w � . . ������.�.�..... :.� � � d:�:,�-���" -� ISSUE ISSUE iSSUE y °� 1`=. � ' � "��`=_ �"'fi�-- �' ''� � �����°° N0. DATE DESCRIPTION ,� �/ � `� � � � `` 5 �� _ ....�- x°� `� ��i `'��...w .� � ia;:�<� � � � � < s. > � r � i i . ., .�'.� `,`w. �� ���`' �, �� � �,�` Ch'RISTL4NI�1 �sfT \ \� ; ! ���� > � N , `. ^.A a .'�� �# � 1�, ,�2� � �f�-' � O1 1 .06.04 ISSUE �'OR CONSTR. .-'rJ ' ,� �: Y�1fL CDN�O�ZNIU�S \ ,,� G,¢� � : > � . ,• , � i � � �4�, (BLOCK 2, LOT D} PROPOSED STANDPIPES \ - e � ; �`'`�, ' ' � � � �,�;�„�� '� �-`' ^� � �.'':,�. � (VAI� VT!_LAGE, ARST Fll1NG) RE: MECH�NiCAL --' �; ``' —� `- > " �- '�~ �/ ` `{' � ` \ � /i ...-� � � .. ::�,, .M .z::...: . d �/ ' �/ .i .� k�a�'� \ / \ e f"� �w.. �� '. � v..w: \ `\ `w :.. ,r�; `a� � -'�.'i � � {r'� � �� �.(Si` � r . ♦i � / � / ,a � . � u j / s s j ''� `� � a�... Z . �� t ; ; �� � � a � ' ' °"°`-�-�-..� 6 � � �` �. �� , ` ,\� ` .� ' ; ` ` � ` , �v X � / � � �, � \ � � �«. : . G� i � -� � S \ \ i � / � ��`�,?�` CT H ° � ! =° w'�� �. ` : , ; ; 2 � ` '�� � �' � �: � . > s £ < ; � ; � i ��, � i' �'��:� _" �–;� , i � :' ' �,,..- "� / / � / , `'ti r� � \ 6" WATER SERYICE SIUBOUT j I ;< ''�° �,i�'--=�_ ; ' � � ' £ : �'�° �f � �\ l�". `�.�,:: �o-?•:� { � ,n��. � FOR P3&J PARKtNG GARAGE PROJECT. �� _ • .�� — — .� y � \ / � ��� �:a\ I I ye� �,�-�: "°i.. `����F: � . / � INSTALLEt? DURING SUAflMER OF 2003 ` •� � �F � M �� . � �� � , • t�£ �` � i HAi+lSON RANCN ROAD WATER UNE — -1 � ' ° ° -- —• ' 1 ` �f`��: � � � . ' � t , 4 , `, ��� ,f� ` � �.��' REPLACEMEtd7 PROJECT. CQNNECT WATER ' ` ~ " '° °-- --� � ''' — ���� � 1 I \ �"�� £_���� � �"�""� �f w�,r-.:..� � SERMCE TO BUILDIMG PER MECHANICAL � � ' " "° — --.. r �'�'�'� � E � / ` ..:::;;.:. , '^�.. �;:.N�..� s,� � \ �„;..c-' ����� �;;�. ' F �i','�' ' � ` e��� �' � f"� �,�.�.. � �Z,���." \ �.. .,�„ �� � t � t `: ��! � � `�. �.< 3 �. ` �.w..� �"" ' ` L � �:.i" � . `�°� CHA'TEU � � ' I � �Jj /� j�7 ,�J'/� j ��'z",�' ; w�"�.�° �.o,,��...,��`" -::.\�'��.�„�, CHRISI7ANS � \ ` i� 1 �1 � L�1 .L1 Y ` 7�( �; i ,..,.... �„m �.��� _,.:� \ � TOWNHOMES ` � ' 1RACT E 1 ; „„.�k~ ,.F. ��� ����. (LOT D BIOCK � � ti (BLOCK 2) \� B�I.�..I��ING �; ;, k ' .."`� � ��� ` � � zis PACE �oa> � � ' LOT E � < ` f { � , � k } . \ � ; , £ ; � t �� � ; ,� 306 fIfINS'ON � \ w�� �.: ; � ,� � ��,,� __':� � .��� : .R��vcX tzo�n �+, � f � � � r � � ' �J � � ' LOT C , ,� , #��� � � `��� � _, � ; ; �' =�:�:<\ I (B�o Qzj � BLOCK 2 / / �� _:�� � � ..�`��- �"' � � .�,� �;�.�f � � ��` r � � � � , t ` ��%# i "`�°` �.....: , �� ,� ..t �"��' ; ,;.;_ �' ���,: � �,� i �^ i '�iw'�^` iYi` . O?:.. aA' � y��+.. \ ' � �s�€d `d+'��-...r^';���. x b\ � � � a � ' :;�; 3� ti �"'���.,,„,�.��"`. �'� ��.., �`.�:.:'��� "F�� �l���' a� LOT D-1 t l .i�' i ri < i; �' :.a$.,.�: �� LEGEN D ao�a ��� t e�rr�""'„;� w� 1� ?� E PROPOSED ELECIR(C LlNE EXISTlNG WATER VALVE � ��/� � � At�� �G� � — EI.E ELE — EXiSTiNG ELECTRIC UNE O EXIST{ NG WATER MANHOLE EXlSTING FlRE HYDRAtVT o � Q � (; PROPOSED GAS LINE � � d 0 GAS EXISTING GAS LINE S ..;«>:��;:q:. � `� r,� � EXISTING SAN . SEWER MANHOLE " ':'�` .,.Y �,, .�&, Y 'E+. 3,,� '�R� � � SAN EXISTING SAN. SEUVER UNE '"�#w'�'���� � ,:3;,�.,.. Gv WAT EXISTING WATER LINE � EXIST1NG GAS V�►LVE , PROPOSED PHONE LINE Vail Park & G�rage � P� at Lots P-3 & J 12" WATER LINE INSTALLED AR EXISTING AIR RELEASE VALVE SUMMER OF 2�03 zo o ,a � .� � S � PROPOSEQ 4" SAN. SEWER SERVICE SS SAN . SEWER SERVlCE � � � ) --�- INSTALLED SUMMER QF 2003 1 "l�h = 2a tt' 1�OTS � ° ea � �1 Q �ECrsP�. �EEI� UTII,I"I'Y 4� e.....� � ����� � ���;��'� PLAN � � 7? ' ��� ' a g ��., , @ � � o � � ° <.a � ��� � � ��� r � : ' � . , , � ��- . -�� < ; � , .°"" °� � n = � �; � SCALE : 1 20 _ _ __ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 PEAK LAND CONSULTANT3, NC. PEAK CNL BJGid�, NC. �.< \ / 970-�476-�6M� FAX 97o-47�8816 \ 1RACT B 10001-IONS FnCiE LOOP VAL, CO 81a57 � � (VAIL VILLAGE, FIRST FILING� � , I � LOTS 14-18 ;;y C�9,�+ u",.rv�.���`;, �� �= I EXISTING ELECTRIC FOR STREET LIGHTS � / (BLOCK 5) �� � TO 8E REMOVED. SIREET UGHTING INSTALLED � � ' r`� � �aM;�. i *, ; �t,r�\.re� �1'\ ` _e�,��.,.., z , PER LANDSCAPE�S. � / �� . �� � =�y;,�,.�, <> � � �— ` ��� � L . 'Z �j I r— -- °'� i ,:�,,�> `� / G`� ,� -.. � � o �. -"`•1" — =n :�� . .�: .< / ' � <_ :,:,.:... G -► o •.�::�:} .� �= 1 ' ' '' _ 1 � � <A">r� £.. ,'�`� �;�; `�;� 4 / \ .� �: ..;;�: y / � _' _ _ ' :>� ;�- ' �� � J� -� � .��,� � ` — _' '`"�`�,r:.: � t� �� ! I r' -- —� ���� � � Ga� c - - _o_ � '�"�- - �:: � � � � � �► / �� ��` — � "'""i;�..,��:'�r�..`.;.;,>„�': i ,��,�' � � � � �i� -� p �? :E.�,.. �.� � / C! � � S'+91V "'"",^�..,, ° <g wa:�:;�,, � � � ` ..� -�. -� < � c� C.l,S_,_,_�, A�""--... �""` �:,.;,,�.� ,_ `�� "' --0 � o �a l ! 1 �` -� _ � ` — �. CONNECT PROPOSED � � . rJ � � "" ' ' 3" GAS SERVICE TO � c�`— C'�''�� � ����'� ��""" ... _ °� � _ � ' �', �� � EXISTING MAIN. � � � � ;_: „ . ,. _ / � � , EXISTING GAS I �c GdS 'S',,�N � � '�:�. :,-�.,,}� ° � � : :, '� : UNE (TYP.) � . G � � � i � .;:�\�:�<��. � ; . \ +'�� „SS' � `'"�-.,",,..:"~:,..�s�..w:..,,.:„� o PRO. STORM SEWER ' ' r�` ` � / � / � � '` � � ��`�++... �y . . '�`' o I ,�"��,` / G� / / `..�,;: \�` "" .-_... __ _ __ � ..: ^ � . ����j �� ����� �, .. ����� _' . .�. p _ �` _ // � / / / � / � \ ,.. . ���� � � �� � �� � } �.� � _ _ '� � ' . .. . , . . .... �•..,, --a . J . . ,.,,,�`. ,u_:: _ --- _.. � � '"^`^�'"".'""„�,. � ���''`�" � . �� � '� ..,� � :.. , . � s . `""" �r, -.� :�:. r t . — `.�` � ,...�„� _ � G� � , . _ �� �'� a� 5 a""i"-;. ; �' . ''�'�'�r S�� . . �� "' -,-„ -ae ' _� _ � � / / / / � +_ =��iee' - / � � , . ..v �y (� �. � � : +� �i � . �,.� � ,..� . � U V ��..a.: �. � f�_� / ` ` `ti'+�1� ��: ..� _ :: .. ' � . .�' ., �,: v / / � ' J �'� EXISTING LIGHTPOST � s . � �� :: � > ; .. _ ,;_ � — � ` , �lt� ,S � T // � � � � .. : � � �.` , e�..,•, ;; • : `. ,.; / � � `,^^�� . �"� ` � , + . , � � ... ,�' �. ` � � r �� ' � TO BE RELOCATED �:��, �; ; � < / ` ` � Gp$ � � ,: � ::.c� RE: LANDSCAPE ,�, ����� .. ' ; � � -� �'`.9�' � � � U... . . . ; ; . ;, ; , ° � :'��: > / � �� -.� <' ; � � �- � � � �� �-�. �` i �� i . .::, . � / �""'""""3 � �or i / , f s / ` ` : � , ,�?, -..�..:,,_ G�S � � � . . ` (BLOCK 5—A) � _ , � ;rt. a= � Y.,, � � +�` � � ` . `. 3� . __ "'++... i ` . � � �� ': � , . � ;.. , � ` �` �� � . . � ;r . 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RE: MECHy � � � � � ,. \ I � � � � � � � � 1RACT G , / �n. : F i � � �\ ' � � 1 ��� �� (BLOCK 5—A) � �,�' , \ � `_ �� ���u���yn J/ Q � F� / G�� p � � \\ � � � ` � � �`%y"�` / ' � . � .�/. . . � . . �� � .i� ,e \ � � � ` ' • � ' . . . . . . . . � ' � � J ° ; ' �; � I ; : \ � ,� .;, �'`". \ ` :: , Q , � ; .: , , ,; ,l. ? : .., NE (TYP.) LI � � � � PpRfi ,dF LOT. J ' ...: ,� .��;� , _,';, �. � EX. ELEC. � FlNISHED FLOOR / � , {f3l.QCK 5 A) ' � > r�jil;� Z < • 2 � aEV. = 8� ss.o� , / , �,4 ?�,� ...$. ^.. ' � � a� �'� � v�� ; TRANSFORMER � ( ) � � � LOT K ..> � / � '��� �'j �A�` � � `�. _ � �,�i:`�, ��'���s r ,� :�< � ` BLOCK 5-A /� / ' ,�'� 4 TOWN OF VAIL VIEWPOINT VP-5 ` � ;l `��� j�� �' ,., "• � I\, � f . ; .<� ,�L.�>ti,� ; k. "�,`. .4! /� =.; _� ) / o,/\� / �� � `,`v � �. ` C��`mm,_ fa s'�^^," , �` 4':N.,..r" , , ` MEASURED ELEV. -8185.6' � � y e� �7 �y . � '�`�0 ,✓ . '"�. : ��,`"" `;. ayr, . �. E/�. 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DATE DESCRIPTION � �` � 01 1 .06 .04 ISSUE FOR CONSTR. : , �*�, , � ,v \ ,� � �,,, M,.� -- -•�. � � 1 : ��� � -�� ` � ,.E �-.` ,, ,���;, �,, �,��� :;�=; \ PROPOSED PHONE PEDESTAL � I ' � '� ,'. �. ��.���za,�, �,<�� CHAIEU QWEST TO INSTALL SERVICE TO � rn ` � TlI,�S''T� B14.hTN � ��„� , -..-.-., r�l';�.< ���'� \ I TOWN OMES PEDESTAL LOCATION. � � � ` � s�: ..;����.,�"', ,a....,.� ', 1 y'^"� � "1�" ' TRACT E � BU�ILI�ING'" ` ; ' Yr �?� ���+�\` ��� ��� : (LOT D BLOCK ( � (BLOCK 2� n� `�, I � � ,f ��;���� = z, s PA� � � � LOT E � ,<:'; � � ;� ; 3 ''�t `,,, � s \ 02� 306 fL4NSON ` ' I � ,' ; ,', �� � , ; . � � � �; ., �� � , , . � •_ ,� <' ` 1��4NCh' R0.41J � � L0T C , :�, � `�rw., ► � � `�, �,,�.�3"€•; ;'; :.� ''y \ ( � a' I � BLOCK �2 �•� a��t? .=,:_'_m. ~ ,��. �� =`�\t : ��� � �� ; ; ,�, .�;4�<,_ � � (BLOCK 2') / � � ��y�` �yC�.'..�.,�.,,... ^::-��� � i�� \ .� `i z^' � i ; i �i '�`�� \��j` = Y..+Y \ '� � � �� � � � � Ti J ' !,Svs,.. � �A- � ���3�w„�� �..'"�� \ Z \: .� le+?`� f i � .ti;e.,�.,.�,, �...'. � C r�;,, � ,'�'\.�" `'.�..,r;:::Q..�'�. ��c,;r n£:..;:�"i'"" � {,`;' "� ;.P.C. ,,o. �" :_ \ OT D 1 ' � o� �e k � � �` .._...... �� ��.. ... �f� daF .+ 4a�c�u „ti \ � . ;:� � "`q. ,,,.:,� �y. � l .+ � �.. `� �'„a'.., f :,.;�"a . 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SEWER MANHOLE , ;; . : o Q � � SAN EXISTING SAN . SEWER LINE � :.:":::>:. :. GV ; : ,�,:<::: :;_ <>;.:: � 9 � WAT EXISTING WATER LINE EXISTING GAS VALVE � � � � � �� P p — PROPOSED PHONE LINE 12" WATER LINE iNSTALLED AR EXISTING AIR RELEASE VALVE � � SU M M ER OF 2003 �o o ,o �o ,o �o Vail Park & Garage S S PROPOSED 4" SAN . SEWER SERVICE at Lots P-3 & d SS SAN . SEWER SERVICE � � � � INSTALLED SUMMER OF 2003 1 inch = 20 tt LOTS P - 3 & J SHALLOW UTILI'I'Y ,7>. . PLAN -�p � EGISjF QO � . . . . . . oQ��� . T AR�<9Fp C 1 O V �r • � : � ����� . : , ��, o ., ,. � � e , � . ., � � � � � �.;� p , � � � � ;,�� SCALE 1 " = 20' , � � � � � � � __ � ::.. . :: >::�< i:k:i . . . . . . . . .. ��': .... �:' . .: :. . ;:j\:j::1�i'nXi JI:$:::<i::$(i: \j(i: ':il'.v ::i\ �A%.4 •.. ._�n..... . PEAK LAND CON3ULTAM�, NC. PEAK CINI.. BVC,NE�IWG, NC. 974�47lf-8a44 FAX 970-476-8d16 1D00 LION'8 i�G1E LOOP W4L. 00 81Bv7 GENERAL NOTES � t . ON CURVES 3 DEGREES OR SHARPER, CURBS AND/OR GUTTERS ARE TO BE PLACED ON THE ARC OF THE CURVE UNLESS OTHERWISE NOTED ON THE PLANS. A MAXIMUM CHORD LENGTH OF 14 FEEf MAY BE USED WHEN THE DEGREE OF CURVE IS LESS THEN 3 DEGREES. 2. CONCREfE SHALI BE CLASS B. 3. PROFIIE GRADE QF CURBS AND 6UTfERS SHALL BE LOCATEQ AT THE FLOW IiNE. � EXPANSION JOINTS SHALL BE 1NSTALLED WHEN ABU171NG EXISTING CONCRETE OR 5n HBP � FIXED STRUCTURE. EXPANSION JO�NT MATERIAL SHALL 8E IN. THICK � AND SHALL EXTEND THE fULL DEPTH OF CONTACT SURFACE. o v v o o � }O GUTfER CROSS SLOPES SHALL BE �/ZIN./fT. WHEN DRNNING AWAY FROM CURB AND � 4000 PSI � ZS DAY CONGRETE 11N./FT. WHEN DRAINING TOWARD CURB. 8" CLASS 6 GRAVEL SUBBASE W/ FIBER MESH REINFORCEMENT ° ° ° � r � WHEN TIE BARS ARE REQUIRED, THE GUTTER THICKNESS SHALL BE WCREASED TO � � SCORE UNE 3�S PRE-MOLDEQ FIBER EXPANSION " THE PAVEMENT THICKNESS T. BARS SHALL 8E EPDXY-COATED �4 CONFORMING TO / / / / / / / / / / / / / / / / / // � � JOINT MIN. 3O SEPARATION �CUT TOP AASHTO M 284M AND SPACED 2 FT.-6 IN. THEY SHALL BE INSERTED T/2 AND 1 /2 �\�� �\��������\�\�� �������\������\ ��/ COMPACTEd SUBGRADE MIN. 15' SEPARAl10N � � � ' �� �� � n LENGTH INTO THE GUTTER. � / \ � � / 3 j8 AND FASTEN WITN FlNISH NAILS /�� ���� ��/ �//� FLEXIBLE FOR EASY REMOVAL AFTER POURING) � CONCREfE SHALL CONTAIN 1 .5 POUNDS PER CUBIC YARD PPPROVED POLYPROPYLENE FlBERS � � SEALANT AND HAVE A NOMINAL AGGREGATE SIZE OF 3/g IN. '��� sXs w� .4 X w� .4 wvu� 6 ASPHALT PAVEMENT (� N GRADE , � '� ST1FF BROOM , > FlNISH n C102 NTS � � �`�.�,�; . + � 24 LONG #4 GALVANIZED DOWEL - _ ° WRAP ONE END WITH FELT "� "�� ��,.,,., � 3�g• � �g° �»�z' .,���k4� � > ;>. . t ' � C� M M � � :..` a < � n; >; , . . A .•W � , .1 '� d, . � . . � . . � . '%�����"f~%`: :�a, ". L . . . . . . . . . 5.� s; J �� �* � � ' .. ' t . . . � . . . � . . . � � � . � . �i?::iy.�:..;,.:;:i;f.�, y�i•,?`.'� �ia's. i. .c. . . � • � � . . . . . . . `i Y t� � �� : ,y� •d °' . • ; : . .. , . . LEGEND , v ,>.:�::::,,:<� > .<�. .. . , � ' :::::. >;<..�t�; � � ' ° - • „ F R RA I ; >.,,:r . :�;>Y:>;,;,:. r.,;,. .,;;;.:. = 2 BEDDING SANO SNOWMELT SYSTEM 0 D I � ' '' N 0 / . . ��'3„w. :>.;,`:: �:.:�v =.e�:<:,,.;,w::<::�,:>.;: RE: MECHANICAL A = /s To /a `;<..:... <:.az::, f �.,',.<.;�;, , >::��r �«r� 3��. O O O O O i�l.,>� ,,5, ' , , f 0 � � n � n :>`.jo. . „%c> Y'i��. ; � �. . . �. � O Q O O O O . . . B = � n . � ,K. . y.;yoE�y ,:.: . . .. � o 0 0 0 , :� f�wx� . �_- � o a p o 0 o p o p o p o CLASS 6 GRAVEL SUBBASE � _ � ,/2A >; 4 ' <'>" . �<��.. :::�:� . .�� COMPACTED SUBGRADE �v" — VARIABLE (SEE PLANS} � = 1 �/2p ro z' �� �; � a '"/z -I--"'/z SAWCUT EXISTING ASPHALT . � � TACK COAT AT CONNECTION 9 � � 3�$„ � � 3�8� � � }, SLOPE 1 "/FT. MAX. SLOPE 1 °/�r. -r- . ,.. . 4 ,�2- � /2 " — FLEXIBIE �- � D FLU S H 6 A :' ` . t •. �� • • �•� ' :. . . � • • • •. • a ' . : . , INSTALL CONCREE BAN ; , . TOOL � , SEALANT �' '� ` �� " ' � � z' WITH EXISTING GRADE �, ' , MARK ; , . . . . . . . . . . . . . . . . . . . . . , . , , , . . � ., . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s .. , . . . . . . . . . . . . . . . . . . . . . . . . . - ,� . �: .� s° cu+ss s - �I�_��I_I+�_��I=(j f_� � � .: A .�, � a MATCH EXISTING CROSS SLOPE � � 'e : �� . S11FF � i . BASE COURSE �` � ' �; ." BROOM '" � • �^. �:, � ____ s' �;, FINISH 'iu � � COMPACTED SUBGRADE � � � , , '.: = m : .9 . , . . �. . -. .: ��' A . �• 6 » DEPTH — 4000 PS !/28 DAY CONCRETE � � '�: ' ' SCORE � �. 3 ' CONCRETE PAN . • ° : . ,.� F� � '. ' °' ' �. ' ' s" WITH FIBER MESH REINFORCEMENT � LINE � � � • �. . :.,. '� ' . P. ' :�. .r . . ,. .'. .• ,� ' � PLAN PLAN � � � � � " ' " " " " " " " ' 6 "X6 " # 10 GUAGE WELDED WIRE FABRIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s° PI.ACED 2 FROM BOTTOM OF BAND . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s" c�ass s ansE couRSE � � I =) I (—I ( (—I ( I , I I (—�( TACK COAT AT CONNECTION . COMPACTED SUBGRADE I I— � � �-1 I �—I I i — � �—� I I— ,<< . ,. ... �... , ,.: ::. � �,,..;.: �, ,o s.> .;w^ ::%x..;.;.. ��.,�. R AN UTT R TYP <. < �.,�, ., �,..;�3a�.. ,��:: � • , . . ' ':ti):Fv . :6 >..<.ki; �":a>.a�:G. "F < 4 C U B D G E E 2 : ��> • ��. ; � . ., ,.,�„,<<, �>:w> ' � . . . � . . . . . . . :� <.::..: :;.,:,:x<. ,.;.,.,.i.;3�<.:::,.::vegs.h;?; .a�.�:�' • ..� � ' . . . 1 . . • (SECTION IIB) , : . ,, � . 4 .; � � �, , : • � HEATED CONCRETE PAVEMENT ON GRADE LOCATED AT THE CHUTE} t6 ° BARRIER - 2 ° currER> � A� ,�ku.� � � �s , .� � � �p;� ;k: -•. �Q.: -ab :�p' � . N� .p: � � *a` a � �, , .�>,�,z , � , , a . C 102 NTS ; � '�,'���`�'�������� * °`�'� . • ' • ' � - '. � . ' ' . `� „ OIYNER/DEVELOPER cu�e &ica�R , � � 8 ClASS 6 BASE COURSE ������������ �sF '�o FacE oF cuRe � �� ,u;u ���, .'�' �������,;, ° < �������; FA '�s MiN. s° THICK OR o�° ��, `� �'i< �, ,• �� 3x s° � •�� �` ,��• . ° CONTINUE CLASS 6 BASE COURSE VAIL RESORTS �ti PER Pa,vEMENr oESicN �' Q� � , ` FROM ASPHALT ROAD SECTION UNDER J k.� w/2 �EE2}� � � I� 6~1 � '/a , , , � � � , � � � 1 ' CONCRETE BAND . (4 " M � r, . oEP-rH DEVELOPMENT `a> >io A'£ t2 < <•a a ° : �F� •l * A• •�' .� ` `� �`°" ` "�` = UNDER CONC . BAND CQMPANY GUTTER �L WI2 GU�,� � �A � C °. ' 6� RO�WAY �` ..` : I I—I i I—I I I—I =— � o �— PAN LINE GRADE I :�, �� -' ',:, PAVEMENT I I I—� I I —) I I—I I (—I � _`'� COMPACTED SUBGRADE AYON, COI.OR�D TO BE BUILT WHEN � TO BE BUILT WHEN --i ' � ��,-rER �nPE Z� GUTTER (iYPE 2) , �-6• � 1 ` CONCRETE BAND ,� � �, IS NOT REQUIRED IS REQUIRED � THIS AREA SHAU. BE PQURED MONQUTHICALLY WRH CURB AND ' :,:;, � .• •�� � NTS GUTTER AND PAID fOR AS "CONCRETE PAVEMENT." ' ' , . � :, . `. C+ 102 A n I �O ° - ROW LINE LOCATION WILL BE ESTABLISHED BY W/2 SH4WN ON PLANS. ' `tL .: '�' ;' .. � coNSTRUC-r� oN OF CONCRETE =I"��_ ARCHITECTURE GUTTERS AT INTERSECTION °°"Y°''. �°i°r°d° COMPACTED SUBGRADE' ' — I ) - SPRUCPtJRAL ENGIIdE� YONSOE Ae NS��LL SNGII�, II�TC CURB TYPE 2 s�, �� ( 6 >, BARRIER ) ��y���c StiO�NMELT T�� SING T`(P . � SECTION B� DffiiYE6. COIA�tADO RE: MECHANICAL raxnsGepa eRCm�cr Ratvc assocrs�ss CONCREfE UNIT PAVERS RE: LANDSCAPE � ��n�os�►� , civa. s�cn+rsss t sosvsYO$ 2 „ BEDDING SAND 4�.- '�2_ � �2 ° 1 , INSULATION ', ^•. c :. � pset �co��. arc� RE: MECHANICAL � :; •. :. �, : , o s 9 , � , . . . �_._.._ � i ��� � �4 4 4 �� 4 � � � u A �� v�l' a� �f b � �4' � ' :i r Ur � � 1i �� � 1� f�� � ���� �1 a' � � . . • ' . F� A ' � • . � � . � � . . . . � � • s . � � • .. . . . . . . . . . ' a • � .<.. :� • e . . . . . . . . . . .:. . . . . . . . . . . . . . . . : . PROJECT NO: 20693.03 O . O O O � O � O ^ ff HBP . . . , , , , . . , . . ., . . . . . . . . . . . . . . . . . . . � . . - . . . . . . . � L � u � u . � . u . . � . uu . u . . � . . . � � � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ISSU ISSUE ISSUE " " " " " " " " " " " " " " " N0. DATE DESCRIPTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � p � � � / � � � � � � � � � 1 � � 1t � � � � � � 1 � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � � ° 6" C LAS S 6 BAS E C 0 U R S E eASE ouRSE — 01 1 .06.04 ISSUE FOR CONSTR. . . . . . , . � . � � � ;, Ill-{ 11 ,�. 111;,! .`..__` COMPACTED SUBGRADE `----COMPACTED SUBGRADE CURB AND GUTTER TYPE 2 (SECTION IB) 2 CONCRETE UNIT PAVERS ON GRADE � s °� SARRIER - 1 ° currER� C102 NTS 4 CURBS GUTTERS CONC . PANS C102 NTS , 6 " DEPTH — 40Q0 PSI/28 DAY CONCRETE 12 " DEPTH — 4000 PSI/28 DAY CONCRETE WITH FIBER MESH REINFORCEMENT WITH FIBER MESH REINFORCEMENT AT RATE OF 1 .5 LB ./CY ___ 6 "X6 " # 10 GUAGE WELDED WIRE FABRIC � PIACED 2 " FROM BOTTOM OF BAND CONCRETE UMT CONCRETE UNIT PAVERS SECTION RDJACENT SECTION VARIES PAVERS SECTION ADJACENT PAVEMENT PAVEMENT/PAVERS/ LANDSCAPE SECTION VARIES FL�U`H FLUSH FLUSH FLUSH CONTfNUE CLASS 6 BASE COURSE , , , , , ;. . , ••� »; • ' • . �---� FROM ADJACENT SECTIONS UNDER � � ��► �� •� � � � � � • �` • � . ` � • j • '� 1 ' CONCRETE BAND . (4 " MIN . DEPTH d f. � ♦ . ����. y ' � d � t �� � � �R � � � �� � ��r �� � � � Lti � a. .. . . . , . . . . � . . . • • :: `• '•:, • . . ., • 4; . .. �� UNDER CONC . BAND) .i • • • •f • • . vx x� .. 4.: o z3o� v #eeo �• � An � • • •� . . � � ' ' ' � ` � ' COMPACTED SUBGRADE ~• ` ,~ � ;Iy •� � � 9 �,~~ '~ �^ � � . a. . Q , ; �,oss �� x msi►s o . .. � � ' • ' ' . : ' : : o 0 0 0 , , COMPACTED SUBGRADE � �� � o � , ; •, , ' ' ►`L�� j3r� � � � �� •, • : ' r? ;' ' o 0 0 0 0 � —=__ • :' „� • �. , _=_— � Q � p �—{ � �_���_���—��� —� � �—) � . �. �• :,a. � .: ,. �a . � (—)������ —���_� — — _ _ _ _ _ _ _ _ _ _ _ _ — � � a �— — — — — `�', o i�-iii_iii_iii_i►i-iii _ �_�-_� i _�i-ii�-iii-_ii �ii-iii-ii�-�ii-iii-iii-iii-i�i-i�i-��i�iii��ii-iii=- � _ii �=� ii-iii�ii �=iii=i � i-iii-iii-iii-iii-iii-i��_iii =►��-� � �_� ii-iii-iEi-iii-ii � -iii-i ` �-� ii-� ii-iii-� � i-i � ti� �� — � � �—�i I—I 1 I—I I (-1 I I-1 I I—I 1 �—�Ti_iT�_ � � � � I 1 �,� � � ' �,I I I-I I 1=1 I 1=1 I 1=1 I I-I I 1-1 I I-I I I-I I I- -� I I�I I 1=1 I 1=1 I I�I�'- ' ' �;I I 1=1 I I �;. I . � -� � (-)��-� � -) ��- Vail Park �C Garage � � � ��� � �� at Lots P-3 & d 3 6° C� NCRETE BAND cio� NTS 5 2' CONCRETE BAND C102 NTS LOTS P - 3 & J - CONSTRUCTI�N - ,- �EC i s rF DETAILS �0 �e. . . q ..e�'FD �Q: -� a��y , o .� � <<: C 10S � i s � • • � � � .� ��1� a . 3 . .• ��� . . .o I ���� NTS i � �� _ _ _ _ _ _ _ _ _ ___ _ __ _ _ _ _ . _ _ _ _ _. _ __ _ _ __ _ _ _ _ . _ _ _ _ _ _ _ _ _. _ __ _ _ _ _ _ _. _ _ _ _ _ " —�— � :. " :�<; <>`>. «: :::':_<>::::;>.. ,..:;...»:; :: x,.: :. .:.::.:... ;>;:;; <:,:::�>. >;:� °"`>::;,:::>.::.. O'�r'<i�p�'i::<::i::: . .y:\4':i$':i`.:t.:::_::' \�.`f�.. � :\<:::;}::i:»: ...a �'�:1�'i:':��":_.: � . qj(.:)i::.i':Ji_.`i: •\ �e!NM�:>:i>J� ln.]. . %,\:�.5•�..: i �. � � . Ji��4�b%'<0:4 �i.n. ::..::............... ::.�.� . . vi:�:>,•.. ':�::i �i�\K{iJ<:ji:l:::::i:. PEAK LAND CON3ULT��NT3, NC. PEAK GHI.. BVGN�iNG, NC. 970•47a-8644 FAX 97�6�47a-8016 1000 LIOrfS FbC9E LOOP YAL, 00 81657 ailey Frome With &L I-3525 Type 13 Grate Frame and Grate (Inlet 2 only) (Inlets 1 , 3, 4, and 5) C`�9 � e2r��r .�� — .A. Steps �12° O.C. .A. Steps �12" O.C. . x c X 2 Ton P-52 Number Req'd Varies Number Req'd Varies 24 DIA STANDARD CAST IROPI FRAME FINISHED � � � g ° SL Anchors X � X � 11ND GRATE, LOCATION SHOWN ON PL.AN VIEW GRADE � �pio r r � � � � � � � � � � . . , ' � � ° _ x " ` °' �UM OF SIX'Y�THI�C,K R NFiORCED t° M � "� 30° X 30" X 3" o 0 0 0 � � A Knockout (Typical '° '"� 4° X 24° X 3" tO � 4° X 24" X 3" m � : . . ` ' ��' �� PoN '� � � �-��� ��T `i � TRENGH BACKFILL -----`� ��, ' ` ' PI�CAST CON(�tETE TOP SECiION � . �� :' :`�` 2 - 3 DIAM . � 0 osite Side �. � . • . � .fi �.. 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' , ' . ," .� ' ,. .�<° '-4° 6" 2'-2° 6" s° 2'-2" 6" � 'v' . 6 WI1H S1EPS ROADBASE ;�,�: . � T � � . . .� ` 3/4 WASHED ROCK �:A`"� 3�-2° W � � ; �s ac. , �;`�: :.,;:�� ` � . �:� ,. � Front View � ^ ,� . :;: ,� �_:°:::��°= � 3 -2 a > m Tn' TQNt�JE dc t�t00VE �JTYL RU�ER `"\i ' '"� s � ,� �� : . .:�`; :` . � Side View Side View � " GASKET TO BE USED ON ALL JOINTS \�`,; � � `>" ` �. - BEDDING �,..�w� � ' /`, ' �� .;� �� � �!f`' ZONE `¢���%, �: . '� � : � �� ,, �t MIRAFI 14QN OR >; �. � , �o �j! ' ' � `�: f� EQUIV. GEOFABRIC y��, �- 1 MIN. � , �, b..��< � � � � � • � •'Y � .P� ' _ ��•.� '� � . . \ F . � �p; � 4 -0 OR 6.0 I.D. --- PRECAST CONCREIE BASE SECiION �,�' > ��,:�:� G A ° ALL YANNOLE STEPS 5 � � � � UNDISTURBED �, , ' � . � '��,��� FINISHED N N O , PIPE OPElVING TO � CAST AS t�Q d SOI L � � . � • , ' • � .` • < ; �``` • `� j 2• . . ' .� . � ; `�� �\ � . . � y��� � M .N PLASTIC COAiED PIPE SIZE VI41�ES, SEE PLAN GRADE ►-� ° INVERTS dt SIZE YARY, '��``' �.�.�'':"` ; . � �' , , ',: ., �`:., (/� f1 .. �� , •, ; \ . , . �. 4 PERFORATED PVC .�... _;:,,;: SEE PLI1N �F :/ '� , � f�. ��>�::�, . j�� � � . . f , . � \ , ` f . \ \e: ` � . )�a Y�y � � z W LS . � . . ��` �� F \ - � � �' \ / �. �\ � : \ �e` :� \ .: \ \ / , . �,:`,'� . `° fip 3�-4„ sA —��, , ti�;,. �;; '�`:'r /, J��`. = f•. ' r , ' DRAIN TO DAYLIGHT , "';; , ' :.: r i.;. ��� w M� . . J.. \ � �.' f \ !`�. . • ' . . . �.:�:i'� , !:::hU�t '.S � 5 4 ' , F �� m � 1 /4 0. D =;.,:�;q ,�' � � C�'� 4 J$C.�,'.��'.•�v �•.. „ '• Plan View 1.5' SUYP PIPE SUBGRADE 6 MIN .�.. `;4.,x, ; , T • vA�'v12:\ Y �4 � 4 \ +�'kt`^ ; S • �rv>r: }k> v( (F&G Not Shown For Clarity) eo . . � y * t , h • � y � � , � < • < , < < �k��a,�".,cs. >a 'F ' �% ccnJfA,A( . . � s � 'f:: .:i..i.L.:,::_:,' n,Y'b� . . 34?N�%':'J.}S+ �v'�� � '� p5� � ,� �� . .1 ' � c • ' • e . .,�`y3;��.,�ir,s� �r.<Gi; J�s` .. .CS:':��y; � � � O OU OC O�. . . � . . � � '> *.: Jp • • • • . . ;5.; �.:.: /,,f��3y .�< . . � � . . N e tj � o e o e e j� o rj o fj a e j�°d�'°}G�� � � � � � " � 'w•• � .z�:s?�.� ' \ 3�. rt V . KT:.... � . . . . M� E, k �i �v £ $}\ ,� ooOo.oeooeooG oC .oao�000 ��'*, � f S• � 6�i 6. . O•. � 6�� O� � � O�� � O��� O• • 00 :� � . . � � . � 4 l { 4 4 � � � � BOULDER SLOPE DETAiL � � : $�;i. �~�F �" o NOTES : .� WMIPAC1ID SU8(�tADE � 3/4 DIA C(�1SHm STONE 10 CULVERT BEDDING DETAIL ,^:_,. �y 1 . FINISH GRADE AND STATION /OFFSET CALLED OUT ON PLANS REFER NTS C103 NTS . t��: �> � C103 .:,�:�:, z ._ TO MIDPOINT OF GRATE AT THE EDGE OF ASPHALT/EDGE OF PAN . 9 STORM MANHOLE � E'�' 2 . ALL STORM 1NLETS SHALL BE BUILT WITH 18 " SUMP BELOW OUTLET PIPES . � C103 NTS � � �, $ 2X3' CATCH BASIN DETAIL - 0/ALLEY GRATE AND D &L 13525 � � C103 � � � � � � SITE WALL • : ,$ __f24" �ia. Rin9 & Cover RE: LANDSCAPE . . : . :�;:"z o� `' > �;!. . . . � . . . . . � . � x,•vF"?� �'� x . . . . . . . . . . � �a:..o.:esz�z:y'.• � . . � . . . djust To Grade ALLON CAPACtTY MODEL No. DIM "A" DIM "B" WATER DEPTH DIM °D° DIM "E° DIM °F" WEIGHT OIPNER�DEVELOPER DIM C , Inle utlet = I I I=I I = � � ' VAIL RE S aRTS ] 11 f p f A � M 1 1/ f O . . 320 463-SO 4 -0 6 -0 2 -0 2 -2 3 -0 2 - 10 7,535 4" Dia. Ring & Cover . .: 500 4i � 3-so 4'-0� > > '-o° 2�-0° 2'-2� 3'-0° 2°- � op > > ,s3� . `£'����� < .� � � <�� FINISHED GRADE ������� ( 1=I ( I—I I I �t � ,: DEVELOPIVIENT 750 4114-SO 4'-0" 11 '-0° 2'-6" 2'-8" 4'-0" 3'- 10" 14,031 `�"'�%`���{'' = , � 1Q00 4t145-SO 4'-0" 11 '-0" 3'-3" 3'-5'° 4'-6° 4'-4" 16,231 W A � = I I I — I ' (— *: � : � .' ' C � MPANY > » > n s » f n s a > n � C O . L� � . V C . .a . . � 4 • . 1250 4115-SO 4 -0 11 -0 4 -Q 4 -2 5 -0 4 - 10 16,431 , - m •,, � =) I I=) I I � � ; �t � AVON, COLORADO � rade Rings As Req d � o m o � " � , . . , � �. a , � , „ > ., , a 3 0 - �— I I I — :�.< ;, : ' : ' 1500 4116-SO 4 -0 11 -0 5 -0 5 -2 6 -0 5 - 10 18,831 - ` � � � b � „ p � N ~ � =) ( (=I I I = <� .�.: a : t� � � �� � — — ' 6 " SOLID HDPE DRAIN PIPE 1800 41165-SO 4 -0 11 -0 5 -6 5 -8 6 -6 6 -4 2Q031 t I I ( I , ( — �RC�TE�.T 0� B� 2000 4117-SO 4'-0" t1 '-0° 6'-0" 6'-2" 7'-0° 6'- 10" 21 >231 4 Dia. Access Holes � � R 2500 61266-SO 6'-0" 12'-6° 4'-6' 4'-8° 6'-0'° 5'- 10" 24,529 I ' . : � fi, — I '. � : ; : _� � , � �) I I z� ' � �, , �: � - CONNECT SITE WA�L FND . DRAIN 42 � 40 ° 2/3 Lengt /3 �en9t USING 12 "X6 " PVC WYE F�rriNC ARCHITE�TURE 3000 61267-SO 6'-0" 12'-6" 5'-6° 5'-8" 7'-0" 6'- 10° 27,454 — lnlet Pip Grout All Aroun � � �� ��N ' "• : < ' Demror. Cotomdo 3500 11125-SO 11 '-0" 12'-0° 3'-8° 3'- 10" 5'-0" 4'- 10" 29,521 ' � 5000 11175-SO i t '-0° 17�-Q° 3'-8° 3'- 10" 5'-0" 4'- 10" 37,702 Slot For Baffl .. • � ,: ' : . o . ,. : : , t � x � . � , �� , , < � •. . , � h � ' I .� . Elevation View �� �� 5500 11176-SO 11 '-0° 17'-0" 4'-0'° 4'-2" 5'-9" 5'-7" 40,964 routing Around Ail Pipes & � � ' � � ' "` • � � � s ` � YONAOE te NEIIEii. ENGIIQSBR9. II�TC Blockouts 8y Contractor svox, c:o�o�wo 6000 11195-SO 11 '-0" 19'-0" 4'-0° 4'-2" 5-9" 5'-7" 44,4fi2 " SECTION 12 " STORM SEWER MAINLINE eas�coxsoLR�nvc 7000 11225-SO 11 '-0" 22'-0" 4'-0" 4'-2" 5-0" 4'- 10" 45,883 ' O 800Q 11226-SO 11 '-0" 22'-0" 4'-6° 4'-8" 5'-9° 5'-7" 49,708 9000 1127fi-SO 11 '-0° 27'-0" 4'-Q" 4'-2" 5'-9" 5-7° 58,451 O lot For Baffie D��� ���� 6 " DIA. PERFORATED DRAIN PIPE r,�rmsc�ra e�c�racr utiet Pipe " Dio. Veni Hole {optionaQ CONNECT TO 6 " SOLID HDPE �����Q � 0000 tt2ss-so � i '-o" 2s'-o" a-'-s' 4'-s" �'-s° 5'-7° s � ,s4s r�cast eaftie RE: LANDSCAPE �Y �� 11000 11348-SO 11 '-0° 34'-0" 4'-0" 4'-2" 5'-9" 5'-7" 70,692 � � PEA GRAVEL v�u, oor.o�uo x RE: LANDSCAPE � �+�T�a . lear Access Openings . . • . ' `¢ FI LTER FAB RI C v'II" `��°�° . ' � RE : IANDSCAPE . _ Retaining Baffl • , ..; 13 SITE RETAINING WALL FOUNDATION DRA1N CONNECTION PRO�ECT rvo: 2oss3.o3 1 � SAND-OIL INTERCEPTOR , 1SSUE ISSUE ISSUE C103 NTS �m "B" C103 NTS N0. DATE DESCRIPTION Iso View Plan View For Reference on�y 01 1 .06.04 ISSUE FOR CONSIR. PLAN VIEW oisPaesE uRCE Roacs iN niis zoNe PROVIDED ROqCS DO NOT INTERFERE INiH DI�'ERSE LARGE ROqCS IN THIS Z�JE BAqC FlLL COMPACTi�! REQUIREMENTS PROYIDED ROqCS DO NOT M7ERfERE iMTH 80ULDERS GREATER 7HAN 18 INq1ES TO BE REMOVED BAqC FlLL C�IPACTIOM REQUIREMENTS FROM BACK FlLL AND DISPOSED OF OFF SITE. BOULDERS q2EATER iHAN 18" TO BE REMOVED A FROM BAqC FlLL AND DISPOSED OF OFF SITE ' SEMiER LNE NO ROqC ALLOWED GREATER THAN 6 INCHES � � �e-- NO ROqC ALLOWED GREATER THAN 6' Fl.OW � Z� ^ ���� 1 .. � ' s a . � COMPA�EOA1 REtNIIREMENlS OF �` 12 � °�`� —� p� 1RENCH BAqC Fltl SEE SPEdFlCAti�IS FOR VARIES P+�,�,� V �� COMPACTI�1 REQUIREMENTS � � ��� BAqC FlLL - - — SPRING IiNE �z-�/r �aac Fncratr wrE `� `` � `� Hnoius �rw� {SEE PAt� 29 FOR UESCf8PT10N) � Z" � °'� /�npo,C p�� � . . . . . N\ N� GG�W . � � ��Y � . `K • i '$ � • > VA�M�r . '1�� NO RIX�C ALl.OWED '��,�. ,x'� _�`<�� �I +a+.'' STUB OUT APPIICAl10N5 (NO CIEAN OU� GREATER 1HAN 6 INCHES +' <�� '�4a� BEDDING ZONE � `°� ' h� , ; �„ :. � �s' �— SHAl1 HAVE A 3M LOCAIING OISK .�,.i� • { $F SEE BELOW GREATER �O 6�" �' 4¢�c � : ' `-�e BEDDING ZONE INSTALLED AT 7HE END OF SlUBWT. °�� '� .'s , �`"� " ; `• > SEE BELOW PIPE SUB GRADE, STABILtZAiIaV �, � MAIERIAL IF REQUIRED �, <°a< ,a >x � y. �ITER OF WYE BRANCH PIPE SUB GRADE. STABILIZATION TO BE PLACED IN UPPER MATERIAL IF REQUIRm � .+d .� 7HIRD OF SEWER MAIN � LOCAIIQN TAPE TO BE PLACED 24' ABOVE iHE � � � � � � � � � � � PRO�PE�R�� � � �� LOCATiq�) TAPE TO 8E TRENCH ZONES HIGHEST P'ROTRUSION PLACED 24" ABOVE �� 3'—w P�PE � ,�Y Locanon+ 7aPE TO BE TRENCH ZONES MIN. PROTRU�ON PLACED 24 ABOVE 8' SiE�I. FENCE POSi'— PIPE OR ANY \ PJUNT T� i' OF POST q2EEN PROTRUSION ('�.�_ \'PERMA—JWN7' STOP OR EQUAL— {�O�s C� = B�l�j `,n/ 6 f00T STEEI. FENCE POST AT END OF � � � L1NE TO 4 FEET ABO�E GROUNp— � � ^ � PAIN7ED qtEEt�1 � \ � 4 �,�'`�" ` ►ty�'�' Qt� � `iRENCH BAqC FlLL �R�� \', g° ` 1RENqi BACK FlLL—�� R,,.�"°� SEC110NAL VIEW R .,�. . � - �. .r....., /� . . � 2� � � ` �'•- �zA���y�»�`��e:aa'�4�c s x w55''F`x�� S oxq��`>��s"ss O � j � s»Fa 1e` s > a: • c �y . > > s . S Z . . � �fo� Fi§yMA� aicRe �6' eD � V ' � �Y) °iAC a s t +� ' sua >'>k4xaraa x x �s . � � � � � 'b�° �`s't 3d .&�4 `k°�` fi< .b� N .� . ,e�, s e x a s�' ' � c ? � IOCATION TAPE TO BE PLACE 3M LOCAi1NG DISK � ° ; � F,�� �c�� <_€ > • i� , #° a� ' +� : `�+ � �'°+ ` �' '� N . COA1PACiED BEDDING � , �> „* m � :�a =€�e k�a s r � � �;�o g<5 �s§� g*� : se `' ' : � c � � � � � PLACED 24 ABOVE SERVICE IJNE—SEE SPEqFlCAT10NS APPROX. 1 FOOT ABOVE �RVICE � MAIERIAL f e+s�`r$�F�gas�ax`�:'��" : < , :: � COMPACTED �`^ '`� a�:&�":e' i�` � '� ��a"� <s� � �Q END BUT DO NOT BURY AT 4c > � � BEDDING � _ ++ PIPE �2 ANY GRADE = t/4 INCH PER FOOT MIN. % �„ �< > � �.*E,� � PROTRUSION A OEP'tH OF MORE THAN 4' , ',��� * ;`o�� '*�;x MA1ERIAL �. �.�x�'° �`:<Aa°���: ' ;> �, .; �� ,�oa BfDDING � � c a ,��> �c�°� ,. 3 MIN. �a ° � '> '=+s�8• ZONE � <i�' �ie* ic BEDOING g �� 120' a��� �t,a� e�°.� <�;+s��$ ZOPIE :� r �+e ,�� `<a'ts' �o , �,weps, � . a��s��#';"� . . . . . \ � FLOW � � �, �@Ca�F . ! �;>��ae� '"� ���a� ���t ,�*s'k3 " . . � UNDISTURBED ��s> f. e1gi,�d t� e. '< _ '� �� . �� �: s � f,� . r t UNDISTURBED � e�r fij,•,�e4 3K;��3 � � �P� � �' : � ;�4���p =���Q;,< s .cx �'� � ' ��w# ���2�` ��,� = s��,e ,y� ttc � Vail Park & Garage . �� ` . . � `ac d� � s a,x t� 'ttl*' }sC� ,f �'�•�^'t §� 36' s�,31t e>}'SF�o°k�'vx`03 , � . s ��e � �t s at Lots P 3 & J - - — SPRING UNE -; �"'�'�`�;�'�; � .� �` �,.��'����� � - � ai� sue cRnoe MIN. MIN. � �'4 MIN. ' /� �s4Mir�i �� PIPE SUB GRADE PIPE BEDDING ZONE PIPE BEDOfNG ZONE � �EA6LE W SANI7ATION DISIItlCT � � �EACI.E RhER WATER AND EA6Lf RIVER WAIER APW SIWRAliON WSIRICT SANITA7IGN pSTRICT � GENERAL NOTE SEWER SERVICE LOTS Ps � Nir Q �. M►NiMUM sErnw�nor� eEmmr CONNEC110N SEWER PfPE BEDDING WAIER PIPE BEDDING TAPS SWALL BE 18 INCHES. � NONE on� 3-1-00 • N�IE o��: 3-1 -00 � NONE DATE: .��-00 �«� , Z-3, -o2 ���: 1z 3, �0, �� , 2-3,-0, w-„ CONSTRUCTION . S-1 Q u�ow�o: COMST.—REV 2002 S-11 ,wanoveo: C�IST—REV 2002 �o�u: t�NST. RE1�2Q02 � Sewer Specifications 58 Sewer Specifications 59 a�.��wa�.�,��3 Water Specifications „ DETAILS � HE.GISTE � 1 V J �0 �,.......9FD �Q. �c �w,�y . � • � ' <<: � ; � . ° .� � • . NTS � . ; � ' �, • R•••• � I ONP _ _. _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ 2 �- � �. � � _ _ _ ( / � . � / ' , � . �/ 1� � ` � . ' . . . . . / f `� t � � � '�"--�-�_ ' `. : � ��G , � = x�,� , 1 ONE-V- I + � y A��n� 1 � �°'°''„-----_..._, , � - , ,' � � �" 1� O �C 5 � � -` �;� � ��� ���� Q 1 r (6�0 �JQ. FT. � �_1 � � t � � � ,� � o� ` ��e� �`�6 � � � ti � ' ° ti , � � � � � � / i � . � � � . 9 � .��.�_.._. . . � � � � � /� �' '"--!�,� �' _ �--� _-��� �� , � 1 • 5EE SNOWMELT INSTALLATIDN D�TAIL #3 ON M04L �, � � �� / � _ . � � � ' � �'� a °'� � � P 7 r pNE-p-2 ` % r � l` 2. 5EE SNOWMELT MANIFQLD SYSTEM DETAILS #2 AND #4 ON M04t. �� �a � ��' � � e � .� � . L � �� � • �Q t F ' � , � �`'�----__ ' � 7 800 5Q. FT. `-----`� �= �� 3. �AGH SNOYJMELT ZON� SHOULD BE KO LARC�ER THAN 1400 SQUARE ��ET. GONTRAGTOR TD YERIFY °� � �� � �`�°aJV ' � ��asaa��$e��,�'"'` / � �--- --�, . � ` � � - - _ _ _ _ _ ----- � � � � -_ � � - - _ _ ` MOST EF�IGiENT ZONE LAYOUT. � , -`-----�----�- � ,' 1---�----�-�__�-� � 9 0 � ?_OQ4 �--- .- . . � - --t- , � � � `�--�.� 4. TOTAL SNOY�(MMELT AREA IS APPROXIMATELY 8,500 SQUARE FEET FOR THE GHRISTIANA� SURFA�E PARKING. _ -- ,� ' '�1`'- � � ' ----�4' ( � � TOTAL SNOWMELT AREA IS APPROXiMATELY 5,300 SQUARE �EET �OR THE P3 AND J AREA. . / _,----_ _ � 1 �_�__ t� � { ONE-P-I �� ' TOTP�L. SNOWMELT l�REA 15 APPROXIMA7ELY b300 5QU1�RE FEE7 FOR THE TOWN OF VAIL � � ��l--- ^ ` - -=�----_____, � - 7 1300 �Q. � STREETAGAPE AREA. , , __ , ,,='/�' ` ,-�.._`_'---- - _ - ; -`_ -__---_ _ .- _ 1 , - --_�__ � � �-� j �/ , ,/,���- , � ---�_';r�===- ' - _ --.;_.___` ; ' 1 ~ �--"��� � 5. SNOWMELT TUBING: . I � �' � r�'�-,- i � _ � _ _ ` ` ===�-- � y`--- -- A. Gontrol5 Shali con5i�t of programmable electronic component5. ' /�� 1 � �' - �' � - �� � '"`- _- . . . . 1 / � , � ,� �--- __`__ ..,_ _ � ---- ' - - _ _ _ _ _ =�.� 3 � r _ � --- _ � %_�- �;_.-r� _ ' - - - � ____�_ _ . � , � _ _ �� _ � � ` , � B. Ali com onents of s stem shall be rovided one manufa�turer includin tubin , maniFoldS, _ �__ .... � � , '- `'=�i.� _ � �.-;. � 3 , = -"- -�= -----. _�� _ �-_____� P y P � 9 9 , ; � / / ;; ' ,; r` r� � � ' - � �_�`=-`� , ' � r � 1� , � -'= ___ `, ,;%% j �-`'----__ - _ 5upport brackets, �aatening 5y5tem5, tube bend aupporta, covplings, 5piicing nipple5, et� . � I � � � � % t �j � :.: � `�_`..,,,_ i r / '„ _' -== - - - - _ _ - ,r _ - � -`"--_....1 � f'i � ; (' ' , �� = � �� �- - � " " � �� �'"�----_ G. Tubing shall be cross- Itnked palyethylene wtth an oxygen diffusion barrier rated at (80°F at 100 � � !i ` , . r . l � ,� � r I 1 - � i � �i , / � � /, 1 . , x . , - j , � `� ps �g . P�pe shall be 5/S ID and meet ASTM F8 6 8 i . � . � t `'�,_ ,: r ��`� i j ! 1 / �c � r � l, y � � ` ( . �`� . � � / �r �,� /�/ / t ��l J�` f �' �l \ \ J ~ . ���+..�,�_i�, ' ��\., \ `j � � �''`°' � D. � Tubing 5hall �arfy a ten-year non-prorated .war�anty again5t failure due to manufacturing defects � � f ;-�-_� (, �� ; � �x �7 / . _ `--� � �-- �� � �---__�� � - _ � or expo5ure to 5tres5 �ra�ktng agent5. Ail other component5 to be provided With one-year � `--_' / � ` J _ `-- \ � � - _ _ _ warranty from date of Owner acceptan�e of project. � � � _ f � � ��,' I � � ��.`''� < < ; 1 _ _ � �, , ` �=�. �� � i� � 1 ' , j , �?�]��! '� �'_'`- � ti� � �( "T�-. -�`'�-�'� � , ` i' � --�f T%? . - _ �`� , 1 � � , , � . ,�X! x � / �-,``` �` r ` _ E. Manifold5 shall be made of brass res�stant to dezincification and be capable of multiple unit l _ � j , ,� _ �; _ _ _ , � � � l � � , � � - � �7[� � �� �, � � � ; , � =-- �-----.__ conne�tiona . Return manifolds sha( ! be provided with an air vent and ho5e adapter, and have a ►-� i :� � � � , - _ �----__t_� , , �' �. � � � 3 ` ' ��_� ----_ � ' � , � �� r f � �--- ' � �v X � 'x r �„_ � balancing valve for ea�h tubing �ircuit. 5upply manifold tubing cir�uit �onne�tions ahall be � ' ' ; + i � ' � ��`=�� � j � _ ` �� �,��� (x � ' '-j �.� - �� capable of be �ng left manually open or fitted with a 24-volt valve operator for zone control . "� �j � / '7 � f j1 ' � � � � � � ( f i - `� �^�31 / t ( i�^-�.' �- � ! � / � �- �� ',[- �'Rsr�.`. _ �' � � 1 �l 1 � . � � �`-�� t ��� �-��� � � ! . � � i r � � � � . �� �� ' � 1 i t ! \/ 1 � '�i. , , �_ , h � . Gontractor shall have the o tion of 5ho fabricatin manifold5 that do not have individual �ir�vit �, -0 � �: ��:� , ; - � � , � , � �� � , , X,� , ! j "'"��.:v. � ' � p ►'� g �����3 =«y , � ` : � , , , /� � , \ ' � � I t 1 --_.__„_ � } �� -- balan�ing valves only when alt circuits are connected to the mc+nifold to a( lo,� ecivivalent pre55ure �� _��� ;�� �: 1 ' ' ( � I � ` i � ' �( -�� _ 1 ` �'„a .:,, � i i � \1 / i � �� ' / � ,- _ P PP y ��� �. . . � � �, � '--�,...`_` �� ,_ �_ dro acro55 each circuit . Su ( man�folds to have shut-aff valve and manual air vent . Return � �� � , , �� � �`�i --� , � � � , , � ! ��J .�' � , � ; - _� � _.----'- � ; - 1 - , manifolds shall have a 5hut-off valve and �ircuit setter. �r - � k -��� ` � , , , � � ; / �� �f � ' � � T' � , � � ��_ � � ` _ . _ . . _ � " ��� � i i � r� � ' � % � ,j � � � ; ' �--� � 5 �, l . � � ` . : _____ . ^ G. Gontractor to �oordinate in5tallation of 3/4" conduit to 5nowmelt manifold5 for anowmelt 5yatem ` " m �` � � E[/�"j' $ y VI �: " e � �_ ;i r � i i j ' �� y � � y\ �i �� . -� i' GOtltrOlS. � - _;� �� t ;� ; ,, , , � 1 r / � �-�. , / � 5 , � �--� � �; ; � ' � � � � / ; ' � � -� , � �`► .s,� � i r � 1 ONE-V-2 I ` ; � r ` � / I ONE -P 3 ' �-_ _ � , +� � / �'� �� b • GOORDINATE EXAGT SNOWMELT AREAS AND PIP� RDUTING Y+IITH G1VIL AND LAt�lDSGAPE DRAWlNG5 . ' �j � / 16Q 5Q. F . ' , j i t� � `--�.. i ' � � % �\ ' /' 800 5Q. F7. � '� �/ , `�' � I � � �`��� AND THE ARGHITEGT. �' : i 1 � �'��' /� ' f. y ; 2 �'- 0 � � � t � `� � � / � ' ' ^ ��,-- ``' . ` O 1 ' \ �� _ ' ' �� � � � / ` � I � . 5N01�lMELT TO INGLUD� GURB AND GUTTER NEXT TO SNOHIMEl�T AR�AS. � � � ; ��+` ` ----___ � - ---_.. �. / 3 � , . . �� i \ � � / � � ; I �� l -----, _ ��1'- - .___ �� , �2 � % � Il �` 1 4NE-G- 1 , 8. 51Z� ALL PIPING TO MANI �OLDS AT A MAXIMUM PRESSllRE L055 OF 4 ' PER 100' (EQUIY�LEH�T LEN67N1 � � � ; i , � ,' ' ` `-. _ �`x� `� / � / ��1 �. I 00 5Q!�T. 1 OF PIP�. � � � J } � � , __ . ,G ,� _ ___�___� , � , , � � � . _ � , �_ � � � � , . � � � _._______,_ _ ' ; i +'� �� 1 ��" � , , �j' _ �-� r j � `� ! '� � l---- ,---- - ' '� ----- 1 l q . 5E� SNOWMELT PIPII� SGHEMA71�. DETAIL #5 ON M041 . � � ' l--` ' � � 3 _--- "� { r� � _ � ; i ,+ �/ 1 p� � . � , � � l �' _ ___-___ - ----- , " -f �" � i ' � �� � --- �� ' " '� �_ ' , - ' ' ` � � _ _ __ .- ----' � i ONE-�-2 � ! � i � �j �i' � � �� � �E � '- � -� % � _ _�--- ` -__�_� 4 �� � ) �lo � � � , i � r `� �-� /� , _- ._ _ � I 00 5Q. FT. , , � ` , "; ; : ' , ,: . : �-_.�=-� ' ' t � - ' � - _ ' J l� ' ' ' , , - � `-�'-��.._ � : r 1 �.. :: �� ; r � i I ONE -P-4 i '` f' � �T°' � �' � �,� � ` . � , � / ' � �f � � SNOWMELT MANIFOLD ZQN� WITH APPROXIMATE AREA SHOWN IN SQUARE �EET. ' �!� ' 1400 5Q . �T. � � '' r I :'�� ' ' �`� ° � ' ' �`--- �" � � ' � ' ZONES 1�lITH A "G " DEShGNATION REPRESENT GHRISTlANA SNOWMEL7 A�REA. ZONES YJITH A � � � �. r � � � �./ . ! � � � ' . �-�'��--- �..._ . � ` t ~-` 4 . "P " D�SlGNATION REPRESENT P3 AND J PARKING GARAGE SNOWMELT AREA. ZONES YJITH / � �, i ' � _.: . _� - i �---��-��� '"-,-�' � '� I � �� �� . � P Y � , ' + , , . / � , ,. , , r =.,�� / ' � , ; � f�4 V DESIGN�TION REPRESENT TOWN OF VAIL STREETSGAPE SNOWMELT AREA. � � / �---.% �: =�>.r � � 3 4 , �! ` � f '< ���_�,_ �' f � __._,_�--- �} ' OWNER/DEVELOPER , / , , � � . , i l , 1 / �. \ \ j�{ � � ��_ _ � SNOWMELT SNQYJ/1G� C1ET�Gi`OR. 5�E D�TAIL #I ON M�41 . St�OWMELT D�5IGNIBUILD GO�tTRAGTDR TO L-_, �_�� , � � � D�TERMINE THE FINAL LOGATION FOR THE 5EN50R. VAIL RESQRTS ��� � `� �``` / �C � � � � ' ' +' r `-� �,�_ ' / � �...---- l / � % �, , , , / � - � � �� �_ - - . , _ - r, J 7 , , , -��- �� . , � ; � DEVELOPMENT / � _ - � � , � � � , �� : ;� _ ���T „ , -71 � ; � , � %) � � , , , , `--� � � -- y` �3 SNOWM�LT SUPPLY f�ND RETURN WAT�R MANIFOLDS. SNOWMELT GOUTRAGTDR TO DETERMINE THE FINAL � .� , �_ ?� ' ' ' r � ' �` � � r- � _ �� ' I/III�� / I � J j � LOGATIONS AND GOORDINATE WITH THE LANDSGAPE GONSULTANT AND THE ARGHI7EGT. SNOWMELT COMPANY � 1 � ' � � / „ ,�� � � � _ . r r ( �/1 /I �/ . I , r� � . �' ' . . . / , , , _ � , , , , , �_ .� �..� � �: , � ,� ,i , � � ,, :, , � , ; � � l , ' - , / �'�, ' ^� � , ` ` � � ' � ' ' �` �' ' ` � l � � � ' ' � � ' '� � I -� MANIFOLD �O BE APPR01/ED BY ,ARGNI OG ANiFOLDS WITH MG. PROVIDE OUTDOOR HOU5ING FOR � , J � � - I 1-.---� ! ZON�-G, AVON, COLORADO , � �'-- �, � n 3 , /, r� i �J� � / ' 'r ' \ � '`�`�r.� -'" � ' �y. i �� � �` � � � '' 1��?�. - � " ����I �� ` �t �; �l/ ,f / / / � 1500 :� F ; � � �., :� • , . >,�� � , - _� � - .� ; , i / .I � � � � / � � � � � / _, � � . � _ ; ;�-�-__ --`_ I / �� � ' .J,__ ! _ ------� - � PART OF ZC1NE P- I TNAT 15 THE DRI1(E DOWN iK70 THE GA12AGE WHIGt� IS HIDDEN FROM VIEW BY THE ARCHITECT , / �� \ . \ /� �\ /� �• T�'� `�. , �,' � �/ �- f �' � ' ;� � \ �",--.� I t �-----r`��� _ _ ..----- � � � �{ :'� � , , • / ' / ; ; i ; � _____ ; _ _ _ ._._ _-- _ r� � SURFAGE PARKING. - �� � � ` � �.4�'� � �� � \ r� � � �`� � � � - ' � � N I TA LED !N 80TTOM. REFER TO DETAILS FROM WATER �� ' �� j� / , , , , �. , � � ., i���� ,�`. .� �E�// '; �� _ ! I ____ _ ----- � y � � TRENGH DRAIN TO HAVE SNOWMELT TUBI G NS L "� r - � h � " � ?�,� � ,` � �v� � `��=� ' `� 3 I _-�-- _ -- ' ` 1 � PROO�iNG DRAWINGS. GODRDfNATE TUBfN6 tNSTALLATION AND GONGRETE POUR GD�RING WITH GG ARCHITEC�TURE / � / � �-_�'�� / � r ��� � / / I ' ` �l .�- � ' � I ----'" \ t P _ " ._._--- / ' � . � �-:i.�. r I ' --"_._I _r � �7 / � � �.,, � �; , � y ! � �. ��� ��! ,�. � �� -�� 1�'7� f�: _ \ 1 _ ---�: _.._- - � � ' � ' AND WATER PROOFING GONTRAGTOR. FI�LD YERIFY EXAGT ROUTING. Denver, Colorado � , ,� - __- � � � , ; / f' ' . � � }� , i �. ' � �` --� - _ ..---------- _ �----- � �`:�. � ` • � �,.. ��'"z•" ` - � � -__?`�'` � ' �-._..---- � t , � `� � �-x >' � ' / � / -- -o ° � il f � f '` �� � �` � � � � � ' � �'�" � �` � � � J ~ -'-J- ^ , r_� 'r_^ � �' b 3 ° SNOWMELT SllPPLY AND R�TURN MAINS LOG�TED UNDER HANSEN RANGN ROAD BY OTNERS. S'fItUCTUR4L BNGINEEIi �� � ` `��;` -.� ___�---``� ' � � Q MONRaE � NEWELL E1�GINEERS. INC \ � � • ; \� ' �` �/ , " � . ��ff�� J����"�� :w ._ � I ,� � . SHOWN �OR �?��ER�NGE ONLY . AVON. co�.o�nno • \ !\�� � ' �,�!-�`r� ( ` '�( � ��� _ �� \ ' �`u ' x� / ' . , . �. �. , � � �! ' � .__ _._ ------------�_._ ___� � � ��,� ���\���� _ _--^� ' �C �. - �:,� � �1 ' � MEP ENGINEERS � .. _ � , __ ,_ _____ �______- �`.�' '�; � I , � 1 � YALV�D STUB OUTS �OR SNOWMELT SUPPLY AND RETURN. 1/AIL P3 AND J SNOYJME�T "���ERUCOi.�'o��a'no C � , / : � ., �.� . •� � �� � •.� ! � , �•.f--- -� - �_ '�;� �� �,v. ';� ' � �/ � , ___.__--------� , ,, I , ONE-G-4 GONTRAGTOR 70 GONNEGT H�RE �OR PIPING TO THE MANIFOLDS FOR THE TOWN OF VAIL � f � '� ��' � ����� � � -------`` t ' � � , Z STREETSGf�PE AREA. SEE kEYNOTE # I . TOWN OF VAIL TO PROVIDE BOIL�R AND PllMPS i.�xDSCnpE nxcxiTECr �'( ; �!� � ., �'��, .i ' �t�y; � , _.--_------- l �`4'�OO SQ. �T. WENK ASSOCIATES � / ;� �� � � , �� ���`� `y y, � � � r . __----------"'" ,� � FOR STREETSGA�PE SNOWMELT AREA. GONTROLS, lNGLU1DING THE SNOW/IGE DETEGTOR DExvsR, eowRnno � , � � % �` �. � �' �� �' ���,% �'� y, ,. �� �.�------��'� f "�' . �OR TH� STREETSGAPE SNOWM�L7 AREA TO BE PART O� THE EXISTING TOWN OF VAIL sxExRY noRxnxn � ' , � %� �� �. � � ,� \ ; x` � ' �2 �. � � � S� ILER/SNOWMELT SYSTEM. GDDRDINA3E ALL GONTROL GONN�GTIONS WITH THE TOWN vat4 coi.oxano � f �� � � �� � � ��x;�� � \ � T � ' 3 r � OF VAIL GONTRAGTORS. CIVIL ENGINEER & SURVEYOIi � " \ � � � � ; '� ` \, ?� �� � �, , ' � f` . PEAK LAND C6N3ULTANTS, 1NC. � 3 u \ � • � , \ \� '` � _-----'i � � � CG VAIL. COLORAAO Fj f � � � \ � / \,` � \ f j '� . � � _.-----'` ` ` ' � "_, �, � � ` ` � ,� � �` � 7` 3 ' -�'� c._ / , '�•� �- � ` t i ' 1 ---- � y' �,.,..____------� �------- \� �.� � � \ . ✓.___._._------``- � • � \ � � �r -- \ % `• . S, ` , / ', . � i� _ �_---- \� . , . .. - --_- -._.._��� __ " _- � � 1 _ -----` _ � , �� � � _- _ , / �� / \� `� �.� ` .. \ ��\. \ ,.,, ,,� ��' 1 _ _.. _ _ _ _ PROJECT N0: 2001 - 134 - 01 • _ / .;�.. • • � �, �., �. � �'... 1 `. . � �� � .,, , _ ___---.-- -- _ __ __-- - ISSUE iSSUE ISSUE ONE -Y-3 � ' �� . f'' \`` ' �,` • , \\� \'`� / �• � ,. � , � ,,��.` � _._--� I N0. DATE DESCRIPTION q00 SQ. �T. �- ��' �` � � � \ f �`. � - Xri. � � -- -�`�� �-` ' ' 't - 08.25.03 Da PRICING /�. �., \ � , �.. . � -.� . .�, � \ � �\ \ � �C��� � �� '� _-_J___--____`` , � _ `. \``•�ti'� �r '�i •. � � � � � � . . ��.* __ _.�.'-�-----'' }. . / �\ � J ` t _ 10. 10.03 CD PROGRESS 1 � �� �'� � . � �. � �� '`�'� , 10.31 .g3 ISSUE FOR (�+IP � \ � � • �� ,� ' �. � ` ` < � � � �� � - - - \, �`�. '`�, \ , , �` \ � ; ., , ' I t�NE �-5 12.18.83 \ \ �� � � \ � � , ; � ,� � �� �� �' � . , � �. . � y� �, ; �______--� ' s 1�00 5Q. 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SUPPORT � ,� � � � DETEGTORlEVEL. HEAYY DUTY REMOVABLE ' ,� a " _ - . ` � ' ' . . � ~ J I' � A � �q �. n [ a s a � BRAGKET � y , - . GAST IRQN GOVER. - � ° t. � � ° . . + � . " "� � . � RETURN MAIN '< � � � 4 � (TYP) � � � ? OO � WIR5B0 °. , . °. � ° ;. °. :. a; . j�: � : . � ` ` '� � e ' � �`.. � P �ND GAP � �a . : . . �: e . � . • ' _4 ,q .A . . . � . _ ,` .. � � * n: 1 : . � YV/ YLNt . _ Y�lIR� TIES � .. . .. ;f : � : :. a .. :. .$� :. � - , . . ' a. � •. �•, . ` 2° YHIGK SAND BED I . . � u +o �. � ; � . �. a � a .. ^ e1 + b: � a ' ' a.a . y+ � � 6 l ELE�TRONIG SENSOR GURB � � ; . '� b. ` : , , ° ; . �. '� 2" THIGK BLU� -- WIRSB� PFX TUBING I ! SUPPLY , . - - -- ----�--' < < : . � : MRNI�OLD ` .` BOARD 1NSULATIQN ------ �t _�__ '� � � 10"O.G. � ' .. � ' � � ' :� . ' ` ' ` . . _ . 6 -', RE7URN . a ' --- RETURN MA�NI�DLD ' I ° EARTH • I — — — — GA �, t n � 2 ' GONGRET ° � ' .` ° � . "` � r .. . ; ; MAN( FOL -n=-rr=— � � --- r--�r-r=-�-r-�=-r-n -==rrr—=T-rr=- 2+� ✓/�fV� e . p � � �;a' ° +: e d , � — —_ _ _ — i— , �� , ` a ' _ �_ ' — — . ' � HWSMAiN � � �— ���_���—� � � ����� -� � �=� i �—���`��I—� li—� � sNOwM��.r • _ -. � � � ` . ` . : � i-'wR MA�� � I I 1=111-1 I I —I I I-! I I—I 1=i I i—I I I— I 1 i—I i f-i i I� . 6 � � ,� � � d� . � d�� . I I I I I � GONDUIT & GABLE TO P{PING �: � � ' � ��� • - � �.. �� ` � � �� �� � ` � � � =1 I (_� � i=) I� i=) ( �=I � ! - 1 I i=� ! I=I { (=� I �-) � 1=� (� � � LOGATION OF SNOW/IGE � � 2"BLUEBOARfD — — — I = _ — _ _� ,— �: ` • .. � I ��. �. � ' — —�— � WIRE MESH OR REBAR �TE : � � � � � ( D�TEGTQR GONTROL � � �= N���— ��.—��—) I (=I ( I^I I I = �,: . :� . , : :. . � ' SEE STRUGTURA�L DRAt�IING � � 1NSULATION 4 —, EART �) I — �_ ' I_ , : ; p NOTE : 1 I— I ! I ' I i i i i I--I i ! f i I I i i � : R , ' ° � ; FOR STRUGTURAL DETAILS --- ������ _ 9 . " a . Y � :� GONTRAGTOR TO GHARGE SNOYJM�LT LDOP ��� ��� � � W I T H 1 0 0 P 5 1 f�I R T C? P R E V�N T G R U S H{N G O F GOMPRE5514N _" LDOP � � I ° ; °� , ; �ITTING (TYP) RETURN PIPING � � I ����� � �� ' � � b "H O L� I N TUBE WH�N GONGRET� IS PpURED. END GAP (TYP) Sl1Pf'LY � � ��� �` � � � � � �� � � ANGHOR SUPPLY 8, RETt1RN WNENT � � � SGAL� : NONE NOTE : M A N I F O L D S I N A G f.O R D A N G E, GONGRETE MANI�OLD MAIN � MO4I su�PORT � � PRE�ABRIGATED � INBERGLA55 1^1ITH MANUFAGTURERS �T� . MANI�OLD . PI75 ARE AGG�PTABLE. REGOMMENDATIpNS �� /� �� �°T' ��/�� � I � �� � ' � �( BRAGKET TYP RLL GONNEGTIONS 70 V f 1 � 4 � � MANI�OLD TO BE WITtiIN �g i ( 51JPPLY MANIFOLD i 9 �, � THE MANIFOLD ENGLOSURE � i�/ � T� I i�. (�i� �� � � � ����� M041 Sca�E : NoN� � t� �� � 2 �1�l� 1�� l� 1' 1��1�1 I � � 1� �? � 1 '1" Z'� 1 L. � � ��� MCO4I 5G�4LE : NON� � �� � �� � � �''3 � * BALL � � � ���Y�_ VAL.VE � � „-� ;�.. �� ,��� � � � � � � � s� a ., � � � ���& �. :. Y `���K � � �� }�W�-��j4 �`�::��Y . I +s�y^ � x � ' . S '�'Gl. �, rK^' '"�� �'� }��i/ j GOMPRESSION � ���� � �_ �Y� � � � �� FITTING (7YP) ---- " LOOP � � R�� � � � SUPPLY FITTING �' � �y t"� � � 120VAG T bb2 �r r -- DA�T. ' - - ^ � '.. � _.,_ OUTDOOR AIR - _ ITYP) � � � � BY E.G. GONTROL � '� r. - - � ' - - T�MP 5EN50R = _ _ _ � ` ` =-- -- _ ` _ MANUAL AIR 1l�NT - - - � � �� � � ��� � 6✓ � � ��� M � � � -.. -� �. AT NtGNE9T -` ` �'' --�� '� � I , � \ �` ` � '" � � 5Y5TEM POINT. MO4I SGALE : NONE � �a, � fa �' TW(5T ,_..� -� �'� � � \ � � _ ` � �. \ � � � ' o����E �"" � � � R �` � � ExTER�oR VIBR,�TIOI�I ISOL,�TIDN TtM�R MAG ` �Pt�Y wArF� � � REMO�I�BLE LID ��R SEGT { O�l 15240 � � � � TEM�' SEN50R. \ � ��-�- � � r �� � �, \ \ - ----- SHUTOFF VA�LYE � � � 51ZE PER PLANS I � SLAB TEMP SENSOR � � 5M5 �5 � � IN GONGRETE SLAB � � � � 1 0 STR� INER Wt — PLUG VALVE 1�II . � 51ZE t'ER PLANS �P � � � BLOWO� F YALVE � � �NOW / IGE � 51 �HT ���55 H05E GONNEGTION MEMORY STOP I EXPAN510N POT FEfDER � {,p�GRE�TE SLAB. MANIFOLD L (NEEDED ONLY 1 � TANK 3�4�� � �S�MB�Y SUGTIDN DIFFUSER � Hy,15 THERMOMETER H�� ,, P8 T RELIE� VENT \ WITH YALYES. GHEGK V�LVE PIPED T0 4" AF� � ( POT FEEDER HAS ND STR� INER) j AUTO AIR YENT � � SIZ� PER PLANS---� UNION ! � \ — — � + � OWNER/DEVELOPER GLYGOL FEED �- --� -Sr-rR � j VAIL RES � RTS A55EMBLY � �„ UN 14N T � P TEST PLUC P � T REL 1 E r R ` T � �TYP .) � DE�7ELOPMENT AIR SEPARA O RN WATER � �r PRESSURE C�P�UC E SHUTOF� VF�L�/E --+� � � �EM� yEt��oR. I I SPHERIGF.L FLEX. 1�V C�U�E GOGKS UNlON --�- I � OMPANY FULL 51ZE PIPING ° � SHUTOFF V�LVE GONNEGTION pUMP I TO FLOOR DRA1N I I AVON, CULORADO �ROM AIR VENT. i ER � (TYP.) END SUGTION D { � FUSER � 1�U STRAINER BOILER DRAIN , ARCxITECT 5Y5TEM - ���N vA�vE FULL SlZE DRAlN �tALYE ADJUSTABLE FULL 51ZE TO �301LER � q.� ` 4.� TO FLOOR DRA1N SUi�P�RT LEC� .--- B/�5E # { 50Lf�TION FL�Oiz DRl� IN ARCHITECTURE PER �PEGI � IGATI �NS Denver� Calorado - NOTE : ALL SNOWM�LTING GONTROL GOMPONENTS TO DRf'� IN LINE Y�IITH = = H�USEKEEPINC,-� P�D TRA T R SHUT-OFF VALVE _ = PER SPEGIFIG�TlONS ` B� TEKMAR BRP.ND. SNOWM�LT GONTROLS GON G Q _ _ � STRUCfURAL BNGINEER SHALL PROVIDE ALL GOMPONENTS, WIRING b GONDUIT ` = _ M�NROE Et NEYtELL ENGINEERS, 1NC FOR A PROPERLY OPERATIN� 5Y5TEM. ALL WIRING b � � � � ��� �� � � � f �� FLOO�: 8 �y ( � j'°j� � � � � � I � � �� avox, coi,oxAAno INSTALL�D STRAIGHT B ATTAGHED TO 1^lALLS � I TO BE MO41 SGALE : NONE �'� �sT � DENYERNCOL!?RADO YJ/WIRE SUPPORTS. MO�' I ABS CONSVLTANTS. INC SGAL� : N4NE 4 � { � � , , � � � � � � � ,� I � � ( ' � LANBSCAPE AftCHITEC'f �ENK ASSOCIATES DENVER, �OLORADa Mp41 SGALF : NoNE M041 SGALE : NoN� v��, �ow� SHERRY DOR�ARD CIVIL ENGINEEA dc SURVEYOR , � FEAK LAND CONSULTANTS, WC. VAIL, COLt?RAAO � PROJECT N0: 2001 - 134 - 01 ISSUE iSSUE �SSUE RlO. DATE DESCRiPTION ( - 08.25.83 OD PRIqNG ; - 1U.10.03 CD PROGRESS 1 MANUAL �IR VENT - 10.31 .03 lSSUE FOR i�IF HANG FROM STRUGTURE ; 01 1 . Q6.04 ISSUE FOR CONSTR. RUBBER- fN-5HE,4R YIBRATION {SOLATION TEMPERATllRE MP�NUAL GIRGUIT 5E7TER GONTROL VALYE AIR VENT PER SP�GiF {GATIONS SHUT-OFF MAY BE GIRGUIT SETTER AUTO AIR VENT YJl i/2 " OMITTED IF DRAIN LINE TO F�.00R DRAIN GIRGUIT SETTER 15 3f4° TIGHT-GLOSING TYPE — NWR -- - - - - - - --i BALL VALVE . +�! UNION � - , t �--- GNEGK YALYE ����p�1R GAP �-- P� T TEST PLUG SHUT OFF VALVE MAY BE TO HEATING �/4" ` 5Y5TEM LOW LE1/EL GONTROLLER- � _4�, ."� SETITER IS T�GHT GLOSING I � DUAL POINT FLOAT SWI7GN TO PRO7EGT C° °'{�f"°'� -1�— °-�f�" °" '"� — °�" � — HWR — -� RIR SEPARA70R W/STRAINER 9EE PLB6. DWGS. i�JMP FROM LOW LEVEL a SEND ALARM. FOR WATER MAKE-UP - PRY- AD.�TABLE BETWE�N TEMPERATURE 10 d 20 P51 GABINET GONTROL VALVE O TO PUMP UNIT HEATER PER SPEGIFIGATIONS � UNIT ti- , FUNNEL T ;� HW5 HEAT�R s DISGHAR6E TD F.D. GLYGOL FEEDER = SAGE IND. GORP., � O 55 GALLON GLEAR � POLYETHYLENE TANK. � I— ►t � UNION---s► SHUT-OFP VALVE � Wl LOGK SH { ELD :O NOTE: ALL PIPiNG TO BE GOPPER SHUT-O�F VALV� �t 4 ,� � P8 T 7E5? PLUG FULL SIZE DRAIN �i SHUT—OFF VALVE � YALYE f�J/ HOSE END i� ALL VALVIN6 TO ~ UNiON NOTE : gE IN51DE HEATER � ��' i� O �� �gEBY DRIY`� p GABINET FOR AGGE55 � c � n ��� � EXPAN510N TANK „ z � I/3" HP PUMP. ON AT 24 P5L Y PROVIDE THERMDSTAT WITH p�� � OFF AT 26 P51 . 07HERWISE ON PLANS, SUSPEND � �'� � �G� � UNIT HEATER. 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