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LANDSCAPE C8 DEANE STREET AND DROP-OFF LOOP PLAN & PROFILE A4 FLOOR PLAN - LEVEL M C9 DEANE STREET FLOWLINE PROFILES A5 FLOOR PLAN - LEVEL 1 L1 FINAL PUD DEVELOPMENT PLAN C10 SOUTH END OF SOUTH ASPEN STREET PLAN A6 FLOOR PLAN - LEVEL 2 L2 LANDSCAPE PLAN Cl l STREET SECTIONS & DETAILS A7 FLOOR PLAN - LEVEL 3 L3 TREE REMOVAL PLAN C12 DRAINAGE DETAILS A8 FLOOR PLAN - LEVEL 4 L4 EXTERIOR LIGHTING PLAN A9 FLOOR PLAN - LEVEL 5 L5 IRRIGATION SUPPLY DIAGRAM SURVEY _A10 ROOF PLAN All ELEVATIONS - SOUTH ASPEN STREET WING CIVI L S1 TOPOGRAPHIC SURVEY OF 1957 Al2 ELEVATIONS - SOUTH ASPEN STREET WING A13 ELEVATIONS - EAST WING Cl DATA FOR ALIGNMENT LAYOUT ARCHITECTURE A14 HEIGHT PLAN C2 UTILITY PLAN A15 INTERPOLATED NATURAL GRADE C3 SITE GRADING AND DRAINAGE PLAN Al FLOOR PLAN - PARKING LEVEL 3 A16 SKIERS CHALET STEAK HOUSE - FLOOR PLANS C4 SOUTH ASPEN STREET PLAN & PROFILE - CENTERLINE A2 FLOOR PLAN - PARKING LEVEL 2 A17 SKIERS CHALET STEAK HOUSE - ELEVATIONS C5 SOUTH ASPEN STREET PLAN & PROFILE - WEST FLOWLINE A3 FLOOR PLAN - PARKING LEVEL 1 A18 SKIERS CHALET LODGE / MUSEUM - FLOOR PLANS C6 SOUTH ASPEN STREET PLAN & PROFILE - EAST FLOWLINE A19 SKIERS CHALET LODGE / MUSEUM - FLOOR PLANS C7 STORM SEWER PLAN & PROFILE A20 SKIERS CHALET LODGE / MUSEUM - ELEVATIONS General Note: Changes may result as a part of final Aspen Fire Protection District Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks Department and City of Aspen Engineering Department requirements and approvals. Lift One Lodge SubdivIN ision / PUD Aspen, Colorado FINAL PUD 12.0 6.12 Q 2013 ARCHITECTURE AND PLANNING, P.C. DURANT STREET Poss Architecture + Planning 605 East Main Street Aspen, CO 81611 POOL HOUSE JUAN r—e-y—STREET ORDINANCE NO.28, SERIES 2011 - EXHIBIT F APPROVED DIMESIONS: Diat>awn�ai Requkeauenf Approved Standard Lift One Lodge, Last l Minimum Lot Size 41,158 sq. ft. Lot Area for Density 19,296 Lot Area for Floor Area 138,954 Lodge Unit Density Standard 537 sq, ft. of lot area per unit 12.206 sq. ft. Minimurn Lot Area per 3,859 sq. ft. dwelling Unit (free market) Pedestrian Amenity Space Minimum Required Lot Area 19,296 sq. fl. (sq ft.) Pedestrian Amenity Space 1 Minimum Lot Width 165 ft. Minimurn Front Yard Setbacks East Wing: 1 ft. Commercial Uses: 6 Spaces West Wing, 4 ft, Free Market Residential; 5 East Wing X,orth: 1 f€. Spaces East Wing South: 1 ft. Minimum Side Yard Setback 23 Spaces West Wing North: 2 ft. Public Parking: 50 Spaces West Wing South: 2 ft. Minimum Rear Yard Setback Fast Wing: 12 #t. i West Wing: l ft. Maxim, um Heiaht Per height plan as represcnte: Minimum Lot Size i on sheet A-14 1 Floor Area Ratio None Lot Area for Floor Area Lod>e Units:. 1.16:1, or ASPEN MOUNTAIN TOWN HOM ES EXISTING PAVEMENT TO BE REMOVED Dimensional Requirement Approved Standard Minimum Front Yard Setback 45,129 sq. ft. Minimum Side Yard Setback Commercial Uses: 0.15:1, or 5,698 sq. ft. Minimum Rear Yard Setback Non -Unit Space: 0.31:1, or Maximum Height 12.206 sq. ft. Free Market Residential 10.89:1, Floor Area ratio Units: 17% of total lodge Pedestrian Amenity Space floor area, or 13.108 sq, ft_ Aspen Historical Society Museum and iWiffnughbry Park, Last 4, Total: 1.95 or 76,141 sy.ft. Pedestrian Amenity Space 1 No Requirement 1,918 sol. ft. Lodge Units: 42 Spaces 190 .ft. Commercial Uses: 6 Spaces 50 ft' Free Market Residential; 5 East Side Yard. 20 ft. Spaces Project Parking3 Affordable l lousing Units: 8 23 Spaces 31 ft, Public Parking: 50 Spaces 0.10:1, or 4,400 sq. ft. I Lodge Members: 44 Spaces ; I i Remainder of lot Other: 8 Spaces Skiers Chalet Steak )Rouse AffardaWe Housing, Lot 2 Minimum Lot Size 33.62 sq. ft. Lot Area for Density None Lot Area for Floor Area 3,562 Minimum Lot Area per 445 sq. 1t. (8 Units) Dwelling Unit Minirnurn Lot Width 95 ft. R r co IM CA M TC M I EXISTI L I FT T, Dimensional Requirement Approved StamillaW Minimum Front Yard Setback 5 ft. Minimum Side Yard Setback North Side Yard'. 10 ft.. South Side Yard: 30 ft. Minimum Rear Yard Setback None Maximum Height 33 1t. or 3,184 sq. ft. 10.89:1, Floor Area ratio 1 Pedestrian Amenity Space Remainder of lot Aspen Historical Society Museum and iWiffnughbry Park, Last 4, Minimum Lot Size 1,918 sol. ft. Minimum Lot Width 190 .ft. Minimum Front Yard Setback 50 ft' Minimum Side Yard Setback East Side Yard. 20 ft. West Sidi: Yard: 125 ft. Minimum Rear Yard Setback 23 Maximum Height $ 31 ft, 0.10:1, or 4,400 sq. ft. Floor Area ratios ; I Pedestrian Amenity Space Remainder of lot CONDOMINIUMS SILVER SHADOW S CONDOMINIUMS i CARIBOU i CONDOMINIUMS i i LOT 1 12'-0" ,_ ly LIFT ONE PARK LINE OF LOT 3 F Ri III niNr, ARnVF Notes: EXISTING LIFT TOWER �— LOT 1 I 1 Floor Area Ratio Lots 1 2 and 4: For the purposes of calculating a Floor Area Ratio on. Lots 1, 2, and 4 that more accurately represents the numerical relationship between land area and floor area, the area of vacated rights of way have not been deducted from Lot Area.. This calculation is notinteride{d tee-mQdif4 the definition of Lot Area as sz:t-1 .c -- in the Land Use Code. 2 Pedestrian Amenity: This site is outside of the area requiring pedestrian ameniry space. } Project Parking: The project parking section of this table reflects the entire project, not just Lot 1. a Maximum Height: The heights for the Skiers Chalet Steakhouse affordable Housing and Aspen Historical Society are taken from the ridge of the roof 5 Floor Area_Ratia. Lot 4 This includes both the Museum and pool houses CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. EXISTING LIFT 1A ASPEN SKIING COMPANY EXISTING RETAINING WALL JI-IHUUVV IVIUUIN IHIIV CONDOMINIUM ACCESS NOTE: EXISTING STAIRS EXISTING MOUNTAIN ACCESS /5.3' ;OUTH ASPEN ;TREET R.O.W SHADOW MOUNTAIN CONDOMINIUMS 1. PLAN DIMENSIONS AS SHOWN ILLUSTRATE MINIMUM SETBACK DISTANCE FROM PROPERTY LINE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED. LEGEND CONCRETE PAVING DASPHALT PAVING SPECIALTY PAVING L11L U11G LLJUrG *JuuU1V101U11/ ruV Aspen, Colorado 311 EAST MAIN STREET FINAL PUD Final PUD Development Plan CARBONDALE, COLORADO 81623 (T) 970 / 963 6520 ( ) NC (F) 970 / 963 6522 NORTH 0 15 30 60 2013 LANDSCAPE ARCHITECTURE 12.06.12 L 1 CASCADE SILVER SHADOW TOWNHOMES 1 CONDOMINIUMS POOL HOUSE SOUTH POINT CONDOMINIUMS ASPEN MOUNTAIN TOWNHOMES DURANT ( /� rr-1 PARKING ACCESS STREET CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. Poss Architecture + Planning 605 East Main Street SHRUBS KEY PLANT LIST: BOTANIC NAME COMMON NAME CSB NOTES: DEPARTMENT OF PARKS AND RECREATION APPROVAL Comus s. 'Baileyi' Bailey's Redtwig Dogwood CSI 32 5 gal. 1. SEE CIVIL PLANS FOR PROPOSED GRADES. Isanti Dogwood DECIDUOUS TREES 9 5 gal. Juniperus Sabina 'Broadmoor' Broadmoor Juniper THIS LANDSCAPE PLAN WAS APPROVED BY THE MANAGER OF KEY lQUAN. IMIN.SFZE JECITANIC NAME COMMON NAME 2. MAINTAIN POSITIVE DRAINAGE AWAY FROM WALLS, WALKS, BUILDINGS, AND OTHER THE CITY OF ASPEN PARKS AND RECREATION €vis 122 1 2.5" IMalus'Spling Snow' Spring Snow Crabapple STRUCTURES AT ALL TIMES. FINE GRADING SHALL BE APPROVED PRIOR TO SEEDING. THIS --__ ----- DAY OF—_i1CL "Ift Gll —, 2013. PT 112 1 2:5" IPopulus tremuloides Quaking Aspen SMK IL 'r EVERGREEN TREES ISyringa patula "Miss Kim" IMiss Kim Dwarf Lilac 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING ----------------- MANAGER Y OF ASPEN PARKS AND RECREATION KEY QUAN, MIN,SIZE BOTANIC NAME COMMONNAME UTILITIES, PAVEMENTS OR STRUCTURES TO REMAIN THAT IS A RESULT OF HIS OR HER PF 13 81 IPicea pungens I Colorado Spruce WORK AT NO ADDITIONAL COST TO THE OWNER. CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. Poss Architecture + Planning 605 East Main Street SHRUBS KEY QUAN. MIN.SIZE BOTANIC NAME COMMON NAME CSB 22 5 gal. Comus s. 'Baileyi' Bailey's Redtwig Dogwood CSI 32 5 gal. Comus s. 1sant' Isanti Dogwood is 9 5 gal. Juniperus Sabina 'Broadmoor' Broadmoor Juniper PMU 29 5 gal. Pinus mugo'Slowmound` Slowmound Mugo Pine PM 114 5 Potentilla fiaticosa'MeKay''s White' McKay's White Potentilla ------ RW 7 --gal. ----- 5 gal. - — ---- Rasa Woodsii Native Pink Shrub Rose so 26 5 gal. Sym hohcapros oreo hilis Mountain Snowberr SMK 6 5 gal. ISyringa patula "Miss Kim" IMiss Kim Dwarf Lilac 4. PROTECT ALL VEGETATION TO REMAIN PER CITY SPECIFICATIONS. 5. AUTOMATIC IRRIGATION TO BE PROVIDED TO ALL DISTURBED AREAS. COORDINATE ALL PIPING, VALVING, AND CONTROL WIRES WITH EXISTING DELIVERY & CONTROL SYSTEM (IF ANY). 6. AMEND EXISTING IRRIGATION ZONES (IF ANY) AS NEEDED TO PROVIDE CONTINUOUS IRRIGATION TO UNDISTURBED AREAS ADJACENT TO THE CONSTRUCTION ZONE.COORDINATE NEW IRRIGATION SYSTEM WITH LIFT ONE AND WILLOUGHBY PARK UNDERGROUND IRRIGATION SYSTEMS (IF ANY, T.B.D.). SEE SHEET 1-1. 7. SUBSTITUTION OF PLANT SPECIES WITH SIMILAR HORTICULTURAL CHARACTERISTICS IS ACCEPTABLE. 8. SIGNS IDENTIFYING SPECIFIC PUBLIC PARKS AND TRAILS ARE TO BE INCLUDED IN THE PARK IMPROVEMENTS. SIGN DESIGN, CONTENT, AND LOCATIONS ARE TO BE COORDINATED WITH ASPEN PARKS DEPARTMENT STAFF AND CONSTRUCTED TO ASPEN PARKS STANDARDS. MOUNTAIN QUEEN CONDOMINIUMS EXISTING LIFT lA ASPEN SKIING COMPANY EXISTING RETAINING WALL SCSI -4 —PM -11 - MS -6 ----EXISTING STAIRS EXISTING MOUNTAIN ACCESS SHADOW MOUNTAIN CONDOMINIUM ACCESS LEGEND Kolb,'46 EXISTING TREES TO REMAIN PROPOSED EVERGREEN TREES PROPOSED DECIDUOUS TREES PROPOSED SHRUBS TURF SEED MIX SHADOW MOUNTAIN rl/1 I,I r1 r1INA 1 N 11 1 hAC' Lift One Lodge Subdivision / PUD Aspen, 0081611 Aspen, Colorado 311 EAST MAIN STREET FINAL PUD : Landscape Plan CARBONDALE, COLORADO 81623 (T) 970 / 963 6520 0 15 30 60 12.06.12 L2 (F) 970 / 963 6 5 2 2 NORTH OHM DESIGN. INC Q 2013 LANDSCAPE ARCHITECTURE DURANT STREET i t' Poss Architecture + Planning LEGEND REMOVE (2) DECIDUOUS TREES, (1) EVERGREEN TREE EXISTING TREES TO REMAIN EXISTING TREES TO REMOVE Lift One Lodge Subdivision / PUD 605 East Main Street U I a 10 0 Aspen, Co 81611 Aspen, Colorado 311 EAST MAIN STREET FINAL PUD : Tree Removal Plan CARBONDALE, COLORADO 81623 DHM (T) 970/963 6 5 2 0 0 LAN Q 213 LAN15 30 60 DESIGN. INC 12.0 6 .12 DSCAPE ARCHITECTURE (F) 970/963 6522 NORTH NOTES: CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE 1. CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IF ANY TREE SHOWN AS TO PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF REMAIN' IS TO BE REMOVED DUE TO CONSTRUCTION ACTIVITIES. ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS 2. CLOUDS AS SHOWN ON PLAN DEPICT GROUPINGS ONLY. DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT 3. CODE -SIZE TREES TO REMAIN UNLESS OTHERWISE NOTED ON THIS PLAN. REQUIREMENTS AND APPROVALS. 4. ACTUAL TREE SIZES AND MITIGATION VALUE TO BE SUBMITTED AT THE TIME OF TREE REMOVAL PERMIT APPLICATION. 5. TREE REMOVAL PERMIT DOCUMENT MUST BE AVAILABLE FOR INSPECTION AT THE PROJECT SITE DURING CONSTRUCTION OPERATIONS. 6. ENGAGE A CERTIFIED ARBORIST TO ROOT PRUNE ANY TREE TO REMAIN THAT WILL HAVE EXCAVATION WORK WITHIN THE TREE'S DRIPLINE. 7. MITIGATION VALUE OF LARGE LILAC AND CHOKECHERRY SHRUBS IDENTIFIED ON PLAN TO BE DETERMINED IN COORDINATION WITH ASPEN PARKS DEPARTMENT AT THE TIME OF TREE REMOVAL PERMIT APPLICATION. 8. NUMEROUS DAMAGED OR DECLINING TREES EXIST ON SITE. REDUCED MITIGATION VALUES MAY BE APPROPRIATE AND ARE DETERMINED ON SITE WITH CITY FORESTER AT TIME OF TREE REMOVAL PERMIT APPLICATION. Poss Architecture + Planning LEGEND REMOVE (2) DECIDUOUS TREES, (1) EVERGREEN TREE EXISTING TREES TO REMAIN EXISTING TREES TO REMOVE Lift One Lodge Subdivision / PUD 605 East Main Street U I a 10 0 Aspen, Co 81611 Aspen, Colorado 311 EAST MAIN STREET FINAL PUD : Tree Removal Plan CARBONDALE, COLORADO 81623 DHM (T) 970/963 6 5 2 0 0 LAN Q 213 LAN15 30 60 DESIGN. INC 12.0 6 .12 DSCAPE ARCHITECTURE (F) 970/963 6522 NORTH DURANT STREET DANCING BEAR LODGE PHASE II SOUTH POINT CONDOMINIUMS 0 m D Z m cn m m LIFT ONE CONDOMINIUMS CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. AZTEC CONDOMINIUMS TELEMARK �-- RELOCATED SKIER'S CHALET LODGE / ASPEN HISTORICAL SOCIET SKI MUSEUM LIGHTING AT RETAINING WALLS LOT 4 WILLOUGHBY PARK SOUTH ASPEN STREET NOTES: ....,.ORIC LIFT 1 LIGHTING AT RETAINING WALL PEDESTRIAN LIGHTS, TYP. DOLINSEK ASPEN MOUNTAIN - TOWNHOM ES r ICU m I m CASCADE TOWNHOMES Im F � I SILVER SHADOW CONDOMINIUMS j---- LOT 1 RESIDENCE I • I IC LIFT ONE LODGE I MOUNTAIN QUEEN CONDOMINIUMS ' i i i EXISTING LIFT 1A _1 i PEN SKIING COMPANY — - LINE OF BUILDING ABC LOT 2 —E LIFT ONE LODGE ----------------------- LIFT ONE LODGE �,. IX> SKIER'S CHALET / STEAK HOUSE�STEP — a LIGHTING AT y RETAIN N 7777777 ... ,. 4 .. �� � � WALLS PEDESTRIAN / IL %I LIGHTS, TYP. .. ----JUAN #� STREET 1. SEE FINAL PUD PLANS FOR INFORMATION REGARDING ROW, GRADING & DRAINAGE, AND UTILITIES. 2. SEE LANDSCAPE PLANS FOR PRELIMINARY PLANTING INFORMATION. 3. SITE AND EXTERIOR BUILDING LIGHTING TO BE PROVIDED AS REQUIRED BY APPLICABLE BUILDING CODES. 4. EXTERIOR BUILDING FIXTURE TYPE TBD. 5. NATIONAL AND LOCAL ELECTRICAL CODES SHALL GOVERN THE MINIMUM STANDARD OF WORK. IN THE EVENT OF A CONFLICT BETWEEN THESE DRAWINGS AND APPLICABLE CODE, THE CODE SHALL PREVAIL AND INSTALLATION SHALL BE MADE IN CONFORMANCE WITH THE CODE. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS PRIOR TO INSTALLATION OF ANY LIGHTING EQUIPMENT. 6. LOCATION OF FIXTURES AS SHOWN IS SCHEMATIC. LOCATIONS OF EXTERIOR AND SITE FIXTURES TO BE VERIFIED PER FINAL ARCHITECTURE AND SITE PLANS. 7. ALL EXTERIOR FIXTURES TO COMPLY WITH THE INTERNATIONAL DARK SY ASSOCIATION AND THE CITY OF ASPEN LIGHTING ORDINANCE. 8. TYPE, LOCATION, AND NUMBER OF LOW-LEVEL EXTERIOR LIGHTING FIXTURES AT OUTDOOR PUBLIC SPACES TBD. 9. EXTERIOR LIGHTING AT ASPEN HISTORICAL SOCIETY SKI MUSEUM TO BE COMPLIANT WITH HISTORIC PRESERVATION GUIDELINES. 10. 'PEDESTRIAN FIXTURES' LOCATED ALONG DEANE AND SOUTH ASPEN STREETS ARE TO BE PER CITY OF ASPEN STREETSCAPE STANDARDS AS APPLICABLE AT THE TIME OF PERMIT SUBMITTAL. SITE LIGHTING LEGEND: EXTERIOR FIXTURE (BUILDING OR WALL MOUNTED PEDESTRIAN FIXTURE (FREE- STANDING; SEE NOTE 10 THIS SHEET) SOUTH ASPEN STREET R.O.W. I P®ss Architecture + Planning Lift One Lodge Subdivision 605 East Main Street Aspen, CO 81611 Aspen, Colorado 311 EAST MAIN STREET FINAL PUD : Exterior Lighting Plan CARBONDALE, COLORADO 81623 (T) 970 / 963 6520 0 15 30 60 DHM INC 12.06.12 L4 (F) 970 / 963 6522 NORTH O 2013 LANDSCAPE ARCHITECTURE . ... ........... . . . ... .. ........ .... .... ... . ... .. . ..... ............. ... . ... . ......... V x 71 -- — ---------- - EXISTING 1 14 UER CONTRO' ry TO BE REMOVED AD TURNED OVER TO COY, IRRIGATION STAFF EXISTING CONTROLLER RAINSIRD ESP-12MC . ........ .......... . . ........... 10, J . ........... ... .. ...... . .F. QA, -A IL _AQj r N bA A NEW WINTERIZATION Poc ASSEMBLY (I OF 2) SIZE: -1.5 -INCH PRESSURE: 85 PSI -90 PSI .......... FLOW: 55 GPM T I A r--*' G EN 11) NOTES: IRRIGATION MASTER CHANGES MAY RESULT AS A PART OF FINAL ASPEN FIRE 1. ALL AREAS DISTURBED FOR THE LIFT ONE PROJECT ARE TO BE PROVIDED WITH AUTOMATIC PROTECTION DISTRICT OFFICE OF THE FIRE MARSHALL, CITY OF MAINLINE PIPE. SCHEDULE 40 PVC ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS 271NCH SIZE, UNLESS, OTHERWISE 'INDICATED IRRIGATION. DEPARTMENT, AND CITY OF ASPEN ENGINEERING DEPARTMENT POINT -OF -CONNECTION 'ASSEMBLY 2, FINAL IRRIGATION DESIGN FOR WILLOUGHBY AND LIFT ONE PARK IS TO BE SUBMITTED TO ASPEN REQUIREMENTS AND APPROVALS. PARKS FOR REVIEW AND APPROVAL AT THE TIME OF BUILDING PERMIT SUBMITTAL, WATER METER AND CURB STOP ASSEMBLY 1 IRRIGATION COMPONENTS, INCLUDING TAP LOCATIONS, VALVES, CONTROLLERS, AND DELIVERY LINES AS BACKFLOW PREVENTION ASSEMBLY.- 2" FESCO 825-YA SHOWN ON THIS PLAN ARE FOR INFORMATION ONLY, MASTER VALVE ASSEMBLY- 2* RAJNBIRD PEB 4. LIFT ONE LODGE LANDSCAPING IS TO BE IRRIGATED/CONTROLLED VIA A SEPARATE, AUTOMATIC IRRIGATION SYSTEM, SERVED BY TAPS ASSOCIATED WITH THE NEW CONSTRUCTION FLOW SENSOR ASSEMBLY" 2" DATA INDUSTRIAL 5. WILLOUGHBY PARK IS TO BE SERVED BY A 1.5 -INCH TAP (OR LARGER) ON THE NEW 8 -INCH ISOLATION GATE VALVE ASSEMBLY WATER LINE IN SOUTH ASPEN STREET R,O,W. AT THE APPROXIMATE LOCATION SHOWN. QUICK COUPLING VALVE, ASSEMBLY. RAINORD 5LRC, 5.1. INSTALL A NEW TAP AT TE APPROXIMATE LOCATION SHOWN, REPLACING THE EXISTING TAP OF THE SAME SIZE OR LARGER, PER CITY. COORDINATE LOCATION AND SIZE OF TAP WITH CITY OF Ay EXISTING IRRIGATION CONTROLLER UNIT TO REMAIN: ASPEN IRRIGATION MAINTENANCE STAFF. CONTROLLER k RAIN BIRD ESP- 12 5-2. THE SYSTEM DESIGN ASSUMES A MINIMUM DYNAMIC PRESSURE FOR THE IRRIGATION SYSTEM OF 85 PSI, AT A MINIMUM DISCHARGE OF 55 GPM AT THE NEW 1.5 -INCH POINT -OF -CONNECTION, VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION. VERIFY EXACT LOCATION OF POC AND PRESSURE WITH OWNER'S REPRESENTATIVE, 6, SALVAGE AND TURN OVER EXISTING IRRIGATION POINT -OF -CONNECTION EQUIPMENT -BACKFLOW, MASTER VALVE, AND FLOW SENSOR - TO CITY OF ASPEN IRRIGATION MAINTENANCE STAFF, IF DEEMED OPERATIONAL PER CITY INSPECTION, EQUIPMENT CAN BE UTILIZED IN PLACE OF NEW EQUIPMENT. 7. LIFT ONE PARK IS TO BE SERVED FROM THE SOUTH ASPEN STREET TAP AND CONNECTED TO THE WILLOUGHBY PARK MAIN VIA SCHEDULE 40 PVC MAIN LINE CROSSING THE PUBLIC ACCESS AND MAINTENANCE EASEMENT ON LIFT ONE LODGE PROPERTY, FINAL WATER SOURCE IS TO BE DETERMINED AT THE TIME OF FIN& IRRIGATION DESIGN. 8, OWNERSHIP OF WILLOUGHBY AND LIFT ONE PARK IRRIGATION SYSTEM TO BE TURNED OVER TO ASPEN PARKS DEPARTMENT AFTER TESTING AND SUBSTANTIAL COMPLETION. AT THIS TIME ALL TY SIBIU OF ASPEN PARKS MOPERATION AND MAINTENANCE OF THE SYSTEM SHALL BECOME THE RESPON sm own* Ammenow som= Pass Archittectu + i W W. DNM RO. WM 204 DEPARTMENT. re Plan" ng Litt One Lodge Subdivision F'ianal PUD FM CXM 00LOMDO W526 Aqm, CO 81611 E Am $0"15074 P13161 ��!* . )o � I Aspen, Colorado 311 EAST MAIN STREET COLORADO 01623 CARRONOALE. F11"AL PUD: It r* Supply Digram (T) 970/063 8520 0 IS 30 so 02012MWAFmam, L5 (F) 970/963 6522 NwTIf 12.06.12 BEGIN SOUTH ASPEN STA. 0+00.00 N1485666.59 E2625139.55 SOUTH :ASPEN_ STREET J Q �-0+00.00 II NOTES.- 61 1) CONTROL INFORMAT/ON REPRODUCED FROM MAPPING PROVIDED Ni BY SOPRIS ENGINEERING, LLC, DATED 12-05-05. 0 2) PARCEL NUMBERS SHOWN FOR CONTROL POINTS WERE W DETERMINED USING P/TKIN COUNTY'S PARCEL INFORMATION o AVAILABLE FROM THE COUNTY'S GIS INTERACTIVE MAPPING WEBSITE FOUND AT.• g http://www.aspenpitkin.com/Departments/G/S—Mapping/ o Se/f—Service—Center/Web—Maps/. 3) IT IS UP TO THE USER TO VERIFY THE EXISTENCE AND ACCURACY OF THE CONTROL POINTS SHOWN ON THIS SHEET PRIOR TO LAYING OUT ANY OF THE ALIGNMENTS FOR THIS PROJECT. IF o ERRORS ARE FOUND, CONTACT SGM TO AID IN THE DETERMINATION OF A SOLUTION TO ENSURE ALIGNMENT LAYOUT IS PER THE o DESIGN SHOWN .FOR THIS PROJECT. LINE TABLE LINE BEARING LENGTH L4 S14'58'02V 201.192' L5 S18158109V 172.196' L6 S14 50'49V 384.059' L7 S193824"E 19.356' L8 S4'11'550E 35.109' CURVE TABLE SO U TH CURVE RADIUS LENGTH TANGENT CHORD BEARING DELTA C1 250.00' 17.46' 8.73' 17.46' S 16'58'05V 4. 00' 07" C2 250.00' 17.99' 9.00' 17.98' S16'5429V 4' 07' 20" C3 42.50' j 25.58' j 13.19' 25.20' S2'23'47"E 34' 29' 13" C4 42.50' 1 11.45' 1 5.76' 11.42' S1155'10 "E 6'28" 15' 26'28 - SOUTH ASPEN ALIGNMENT DA TA NOTE. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF GM THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND P.O. Box 1612 APPROVALS. Aspen, CO 81612 81 970.925.6727 www.sgm-inc.com LINE TABLE LINE BEARING LENGTH L9 S72'47'00 "E 42.169' L 10 830 23'35 "E 19.150' L11 N1432'480E 4.152' CURVE TABLE CURVE RADIUS I LENGTH TANGENT CHORD BEARING DELTA C5 24.99' 33.51' 19.82' 31.05' N68'48'180E 76' 49' 25" C6 80.45' 22.25' 11.20' 22.18' N22 28'12 "E 15' 50' 47" DROP-OFF LOOP ALIGNMENT DA TA 4 Plat Recording Lift One Lodge Aspen, Colorado LINE TABLE LINE BEARING LENGTH L 12 S75'27'12"E 356.945' DEANS STREET ALIGNMENT DA TA 30 3r ' do '.... s� Revision Date By 12/6/12 TLB DATA FOR ALIGNMENT LAYOUT GRAPHIC SCALE 15 30 60 ( IN FEET ) 1 inch = 30 ft. Job No. 2005-522.003 Drawn by: TLB Date: 12/6/12 QC: TLB I PE: JHOf 1 2 File: Sheets C1 -C2-C3 I 120 ,�",��e , �� " __ '11: � � --- _ I � I I -_ .� . . . , , . I ,_ 1 �, 11 � I � �, I I I __ � "", �0 , - I---- �4 - - " � , � ... .:�.,.-.: _-, I I— __ - - , z�, '.. - __ 0 . 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I � 0 : � : . : : PROPOSED 610 GAS I I I �: " � . . . . '' .... : : : .. . . � ... .. : . . . :: I.... END EL EC L : i : : ., I . . . . ... ......... : ....... -� : I . .. . � : : � - . . . , , , , ... � .. ; : , � V. __1 I .r *. . . :;...... ........ . I . . : . . .. : : . � : � . . . . --- __ __ . : f . %. .$:,I _� . , : . I . '' I % .... . : . : . . : _-, - U . . . , .. . : . . � : . . I i : . . *. MAIN .. I � EXISTING 1210 D.I.P. TRANSMISSION LINE BETWEEN a , I : I � I . ... I , . � * . . . . : : . 1. : . 0 A C5 : t .. : m : q . : . I . . . - . � . . . . . . . . CES 1 AND CES 2 PER CURRENT CITY WATER 11 . . . . . .. . . : : q . i � . . . r �:: 11 . . � UPGRADE ) ' : I . - ._ . I . . . . � . . . q: .. I : : . .. - �'. *W 4" ', I : . m : j: . . : : : . . . . : : I : �, OP MANHOLE . : : : : : � . . : : . . . . . . . I : � DR . . .. . : I : : : � . . . . r. I . . . . I H AS V ST: lt�l , : . . I i, r . ABA ON, -b . . . . � : : : : " . . , . . . I I . FIELD LOCATE EXISTING 610 GAS . I I , , , DEPARTMENT STANDARDS. I . I : , 11 I : " � . . . ............. � . I I I . . . . . � : � .� MAIN BETWEEN COOPER AND � I . . .. ...... ..... . . . � . . . / : _\ : 11 . .. SOUT : . ". � I I - . __ - . . .... . : : : ", TIES I I . . I � : Ii7 08.24; (21S 5.28'L. . ... . . . . : , r Z� ____ . \ . F I � . : � : . . � . . : , . : � : : . " -, . . . . I . . r : : \ : . I � . . . . : . . . . . . I I , . . . : : - " I . . : . � ... i . . I .. : � . 1`1'11�_, I f, ��??, *. . . . . DURANT AVENUES. BEGIN .. . I w..... SNOWMELT STUB AND ""' I � , : 7R 0% j. . .. .. � : . : : a . ': . , :.. . 11.. i - . ..1L . . . . . . .... I I I ,e . . I _", � . . : : : . r . . I . . . . � q : . � - . .. . .. _,. - - . � . : : . . . : /r . . . . . . - . 11", . . I . . '. . . . . - % ..� �__ . . . I . � . . . . . . . . � . E . . . . r 1. . I I . I - F . I __ . .. . � I . � '.. '11� . . . .: : . I . . m . , , : , INSTALLATION OF PROPOSED 610 .. .., MANIFOLD "'; - . � .. : T?A , * � .: . I [ .. \ . . . I ari I . I . . � I " : GAS LINE AT FIELD LOCATE AND . . ..... . �Y7 - - - - - . . . . : : : : - . : . : � . I.. .. �.. . � '. 1. . � � : : . i�i . "' . . . . . _;I- : . . . , . ' , I . , . " - . . , A IN TO ... -_ .... .... . PER SECTION J. I OF ORDINANCE I r . '. .1 . I : : � : ; �A TV � � : : r 11 o . . ": � . r 1! , - " . . , . . INSTALL NEW 610 GAS M § . . . . � . . . . . : . . . .. , . . . . 1. . . . � . . r . I . . . .� I . I . . I � .. NEW ,'. . . .. .. . . . . . . I � . I . . I : 1� . -1".1, . . . '. . * : . : 'I . *. . . I . . . . No. 28, SERIES 2011. STA. , I � - I ____1 � I . : : I : : : . 1'.1 : . . � I It 11 r . , 7*0 PR0,1ECT .. N�_,__ - . . : . . � I . . , , . . . : . . : � '. � I '. . ...:� ....:... � . � . ;\ , . . : I '. . '. . . . :,*,. .. . : . . 1. a . : . 1 .. � . r .. 1, 1. . . � . . ". . : . . * - . . . " � * , : , * ; : . P. ELEC . . % . 1 ... _,�� . .� . . , I . . . . ... SOUTH END OF SOUTH ASPEN ST '. . i *-. ..- * . 1, 2*IJ.J4; 0/5 31.18�. - .. I �, . . 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I .. 1. ... .. .. : : . . o . ; ' ..... . . . .. . . � .. CONNECT . � . . .. . : : . : -:: , I r 0 , . I . I .. . �i . . . . . . . . . � : � : ; :. . . . � . . . . . . . . . .. . . . : i" I . 1i . . \ I . � : : : : : : � * . �:... I ; \ � . "I '� �. . . 1: .. . .. : . . . PROPOSED , [ � : : : . . � � i � � � � - � ASSEMBLY .. . I _ _:kj, " . . I ! : : : . . I . . I �. : : : : : : : - .. . ... . .... . . . . . . . .. . - . . . . . . . . . . . ... �.::: __ �*. . .. . 1. . . . : :::: � : : : : : : : : - .. . r . . . . : : :910 x 6"0.-REDUQA?G 7 E&' S TA. � '. '. . I : : ... . . .: . . . . . . - . . . . . . . i � 1. '2J'R. "-. *. *. - :, . , . i ... : : . . . A.�.7*69.97;01SI9- . . '� I . - I , . .. . . , . : I I : : : : : : : : . � � � � � � �5+ '* " . . ST . . . . . .. .. . : . . . � . 1. : : . . ... " EXISTING 610 C.I.P. DISTRIBUTION LINE STA. 0+81.85; INSTALL NEW ELECTRIC MANHOLE AT . . . . . . . . . I ' , - .. �-. d .� . 73.12.; 0/5 0,i�O`R. . USE NEW a . . . , . . . � \�--`, � __', . . , ,�*- .- -. �-. . ' D . , ......... . . . ELECTRIC ,AS so i : . I -CE . . 4 "O I, �� _: 1: I _C : ::..... � . . LINE TO PROPOSED' -.0 IR - . . ::: : _, 11 :--...-::: z S J .. I 11 � ! D.O. ISTRISUTION LINE 'rj : '. 1'� . .. - . . : . * . . . . . I I . . . ::::: �' . � i -A7V �111� � . � . : : . . . . : -1 � - --- I CONNECT PROPOSED 810 D.I.P. DISTRIBUTION LINE TO . .,.. I -ACSD MANH04E ' C 1PHONE . .. . � j:,'.., Ili :* I : ` .., \,�, �, ELECTRIC MANHOLE : . . . I I . . n. .. . � . STA. 4.*IJ.91- 6/,� 7; 06-'L - I d : : : : - - , : . . : , :USE -(I) 1�?'5(12'�� " REDUCING r64'. - '. '. ' '. . 1 � . . I . . . � . . . ,: : - - . - . . .. .. I . . 1. . ..... : 1__' . 1. I . : - : : : : - , ' : : : : . - . . . .. . .. . . - . . . . . � ,I I � o '. : -"-, - -Ir . '� I _- . .. %�* : . : i - - - : : : : STA. 4+92.39; 01S 4 001 FOR SERVICE � � i � � MA TSRAL IF EXI.S.TING Is FAULTY.OR I 1, CA OF T/"Ar 3 � " DURANT . .. \ �. ' 2) 1210 GArE VALVES; .. '. . I '. '. - - - - � ' . I : � , , *. i OIS 14.38'R,' USE 81OX610 REDUCING TEE. *1 ' " SrA 2_k:49.55,-'.Q/S: 7.61'R. ' SET . RIM EL. 794678. . . . . . I - -1 I .. . . . . . I 1. � '. : . . I . . . : . .. . .( . . . * � ; 1,1,�;, , ,4 . m.. . . . m � '. *. .. .. . � * . . 'V . . % '. '. . . ' - " - , . . . , . : 111 '� I'll I.'/- '16 . 6 . ,__-1---f- i I '.. ;Z . . . . I I , : � : � �1: : : .: TO NEW PROJECT T : *. � � � � � � � �A HYDRANT S : '�,',', i TO 79JO. J4, : *. '. 1. I , RANSFORMER. L : MAGED. TEE; .-* ; -NEW � FIRE - . C11 ;: . . . : a . . . . . : : .. I . : : : : : � . (12) 8 "O.. GATE AL VE. - . '... - - . , . a f `�S STREL7 ,,, ABANDON EXISTING 610 C.I.P. FROM CES J SOUTH TO .. I : % � . . . : . . : I I � I I I " I . � , q '. I : . I 4 , . , . .: .: - . , .1: �� 1�� , �RVICE TO L/L.1 UN : ! � : I : : . . . . : . .. : : : : : m. .. . . . . . 98.2$, �1. : . ,,�. - I � I , - . : : . � . . .. .. '.. . ";,.,It: � .-) - * -mo 1E. -EXISTING 410 ACSD .: .. .. ... ... .. .. .. . . . STA. .7+98-24, 5 .. � . . . I I , . . � . - . . : I I � - , I : : . . . . .. '. - , - � . . - (.3 1 END AT - I : : : . : a : . , : . . . . 1. - . CA TV & PHONE T KNOWN. : AND � STORY DRAIN IYPROVS�ENTS I OF PROPOSED 810 W ER MAIN INSTALLATION . . . . . . '. ! i � i ki _ . , . . . . . . '. . X . ; .. � : - f .:: . � : . . 1. : : : : : - . . . . . I .. . ., . . ..... -0) AIN: . . . . . . "'RED ING 410 S�0�f,LDR ::: . : : : . . . . . . , 1POSED :410 ACSD MANHOLE, . . .. . .. USE (1) 8" 6"'RED I RECONNECT SERVI�ES AS . , . , , . . * . : : . . - - : . a . . . ... .. . , .. . . . . - . ::::: ' � * o� RECONNECT BEGIN AT EXIST i I'' � : , . a : ... . I. . I :3: , � �< � :1�;: PRL. . MANHOLE* . . . . . TO � . . : . � � � : : .: - . . . *,::: * . . -. '. , , q) : . . . : : . . . . � . . : : - : . . . . . L . � . . � X I � . . . . . . . I . . I . . . . 1: : . . . . : � I 1; OIS10. 8 1 'L. - ABANDON .... ... . . . - :: *:: . . , SEE I � i . . . . . . 1. : INSTALL SANITARY SEWER . . . . . APPROX. 2 - 6� 4b : : : . . � : : . -5 LF :"i: . .� : NECE�SARY �. : . MANHOLE STA. 0+86.21; 0, , EXISTING SANITARY SEWER M4 a : I" I 1 . -)� � . . . .D�e, 'S . I : X: .. i. . . . : : . : � � S. TA. 6+.42. 1. I.' ,7i : : WA . . * a LVE.. 4. ' . . . I �. . * . . . . . .. . .. ::: . : . : I : . : . - GA TE �. VA . I�E , ' *. �: * , � i i � : � i � � : SARITARY SEWER M411`�S PER A CS� . . . I : $ ' - � I I � 1�: iV � . I . . . (1) 6 10 . . ,X � ::: I 81�f SHEET C7 FOR DETAILED INFO TION STA. 2+.38.91; 01S 0.62'R. SET RIM TO EL 7929.47 :: .. � : ABANDON EXISTING SANITARY SEWER MAIN i ... � � - � . . . . - . . SERVICE TO BUILDING. . . a , I . . (In �t . . . . . .. . . . ..'' - . , I . . . . : I . . . . . 1. .* .... . : �: . .. * . . ,: il,� �, - . . . . I . . m . . . .. - : .:::::: * . I *� 11 . I ... I ! V ' . � .., � � � � I � 1 : : SPEtIFICA TIONS TO MANHOLE AT STA. - . . . . .. : � . . `. , , . / .,_, . . . ... �:. I= :BETWEEN NEW SANITARY:SEWER MANHOLE � 1 .- '' i (Z� : ST4.: 5+28.80�' OIS 700'L. SET RIM tO EL - : . . . . � _ �� ....... I .::... :J: r, � : . . . . . . , . I , . . . . . . . . . . . ::::::::: , � . . . . .. , . . . - - . . . . : : '. . . . ... , . . : : : . . . � . .:�: I : '' _� � . . .: I 0 . * :F : : 7960.07. : : . : - � -'.O . � *. . .. .. . . I :I __� . TO BE INS TA L L ED IN JUAN Sr AND i q . - : . . - : : : : . . � � � � ..." .. 4+IJ.8J; IS 2.061. . . . .. . . . .. I. i . . . . . . :;t : . ()�. I . . . . . . � . .. ::: - . . I . r �: : : . . . . . � ... - . : f,� . .* . WHOLE LocAmD -iN SOUTH I - *�� :�. - . '. . � .::: 3765'R.aW . :: - . .... : ' � .: EXISTING MA : , : � �[ � � : : � : . : : � 1. . � : I . - . i - - - - ;:�, ) � . �. . , . ;�. . . . . . . � . � �. . . . r .:: . � �:: . I : . : : : � : * . . :...:::::::: . % . � . : : . . - . : . - 113 : I EXISTING ELECTRICAL VAULT FOR TWO . I . : � . % : : ::::,. ... I ' EXISTING 410 ACSD MANHOLE . .. : . .1. .. : . . . ..*.' : .1 ............ ��.. . : : ASPEN STREET �, j : . . � . .. .. .... . � I s � , - :- : . - . . . . � . i : . : : : . : PROPOSED WA TER SER .. : : : : � . ., _* � �T .". 6 59 68, OIS 9 201. R-EMOVE EXISTING '. '. .. : - %, . . � . .. o , , , : : : : : : - - .. . . . . . . . I . . . . . * . : : : : : : : STA. 54�42.68; 01S 1. 191R. USE (1) . . . . . *. . . . . ILI. S TA: 4+ 1j. 5.89'R. . . . . : : : : � - -� '. . . . . '. . . . . . . m . . : . OLE AND INSTALL NEW S TA. '. . '. . . . . . . . . A - � : : . L : : . , :- .. i � FROM DURANT AVE . . . . * � # --� I � ." -'� � .-'* : M4'&� + M4NHOLE AT ' . � . : Q:. : STA' 4*138J; OIS-* 2.061 J7; PIS 4 � . . I STA. 2+45.80; OIS 6.7JL. SET RIM To 7.9io.00. PROVIDE FOR 1: . . . : . . : . : . .. .. . m � : d I . : : . : REDUCING TSE- (J) VALVES : : : : . : . . .. : . .. .. � : . : 1. . . . . : ' ' i5'5�.68; OIS 7.00'L. NEW MANHOLE RIM EL. .. I .. 20.50'- . . . .11 I �F : REPLACEMENT OF 6 CIRCUITS IN THE EASTERLY DIRECTION AND 6 : i � : . : . : � 1. : : : . . . :, � :' . : . r : � . . : : .. : *1-. - . 5 : � . : : � : :I- : . �L . 17 O' - . . . . . . . . . . . .. . . . . . . � 1, i . , , � �, .'* : � . . . ON SANITARY SEWER MAIN LINE .� . . . . . . : . 6 r : : : : . . . . . . . : ' : . . : . . . . a I i : � . . . : � : . " I .. , : . . ': 7975.78. ABAND .. .. .. . : HERLY DIRECTION CIRCUITS IN THE SOUTHERLY � . : : . . : .. . : � -, - . . . . CUITS IN THE SOUT . :... . . : : : : . . - . NEW 4110 MANHOLE . . , , . . . : I � . . . . : . I . - .. .. � . . . . . I i k . . - - - , I :� I.. j . I .. K . ,_ : EXISTING 419 ACSD MANHOLE . .. . - . . REMO VED . .. .. . -1 5 � , , . . . . : : : : : : : : IN THE IVOR : 4.5'- -14.5' 1��, I I :� .1 � : 11. . . :. � . : , I . i ::::� " . THWEST DIRECTION FROM . .. . . . . . . , : . p . . . DIRECTION WILL BE SLEEVED IN (2) 610 AND (2) 4 0 PVC CONDUIT . . . ' A. 4-1�13JZ- OIS'. I . . , : : . . : : . . . : . . i . . . i - sT 45.8-41R. SET RIM TO : m : % . . . . . . . FAST SIDE - . . . : * . . . � . . : : : : - : : : : : eXISTING MANHOLE TO STA. ,6+42, 1 1; OIS : .. .. . . WESr SIDE S ASPEN � . . � i __ i . . . : : : : j� : '. : -1: : STA. 4*IJ.8J,- 01S 2.06'L. REMOVE AND . . . . . . . . .. S. ASPEN -2.5' . . . . . . . . : : : : : : - ., I r .. .. . 4-0� � � � I . : ELEV.: 7946.47±. : . . I I . . . 2.5'- �12' EOA--12' MA : __ : , : : : q � : . : . . . � '� -'- 4-- ' . . � : . : : . . . : I SLEEVES. ALSO PROVIDE (1) 410 AND (1) 610 ADDITIONAL EMPTY i : 4 . . i . . . ': � , * , :'.ABANDON : : : : : : : . . : .'0.81'L; REPLACE SANITARY SEWtR MAIN FROM . .. .. . SLEEVES IN BOTH DIRECRONS TO ACCOMMODATE FUTURE EXPANSION : . .. . . , � . . - : � . PER ACSD SPECIFICATIONS . . . : . .. . � �. . . . . . : : : . . : : i . i : : : : . . : . : : � : : : : : : . . . - . i - : - . TING ::: : : : : PROPOSED MANHOLE TO THE MOST SOUTHERLY : I � . I Im . , : * : : : : 1 1 : . : : : : : INS : - - . . . . .. PROPOSED C48LE TV AND PHONE . � i : _ * : i : : : , - : . : � I I : . . . DISCONNECT EXIS SANITARY SEWER M4 . . . : . . . . . . : : . I - . . . . . . . . . - �_ . . . . � . . � � : . : : : : - .:: :�' : .* . . . 5' - - 5'BUFFER _(2) 410 PVC CONDUITS. . . . . : � . : : . . . : : : 1 : : :::: AND ABANDON. . NHOLE� LOCATED AT STA. 8+06-k- OIS T28'L. .. 5' . . . . : : � . . . .:: "A .. . . . . . . a : : : : ::: :�. . . . . . -E : I . , . . . q i : : : : . . . : :I ]r � : . : : -�:' - . . - - . . � � .. . ! . I . . : : SIDEWALK 1: , , , * i i : , , , , , I .:�: : I . :1 : . .. : . . . . . . :� �� . . . . . ASPHAL PROPOSED ELECI`RICAL CIRCUff . . : : � . . �� - . . . L4 . . : . � . . : I I : . . .: - 1 6" CLASS 6 ABC . - CONDUIT �k , NOTES: Z� � i 1 (2) 610 AND (2) 410 7-0 BE USED, a - I I (1) 610 AND (1) 4 10 FOR FUTURE 1. THIS OPTION MEETS THE REQUIREMENTS PRESENTED IN EXHIBIT A OF THE CITY 15' LATERAL UNE 0 .. . �.. ������������������������� , t. I EXPANSION. � ENGINEERING DEPARTMENT'S "CONSTRUCTION AND EXCAVATION STANDARDS FOR WORK IN THE IX MIN. GMDE. I ... . . 0- . � i -PROPOSED i LEGEND PURLIC-RIGHTS-OF-WAY" PROPOSED 3010 SMARM 0 1 A 6 10 GA S L INE � DRAINMAGE 5. I' Z5' -J, - � 'O � �.' �: � 1CV 2. HORIZONTAL SEPARATION SHOWN IS FROM OUTSIDE TO OUTSIDE OF URLITIES. �: .��r - . _-, I I SPiq01JQ spigot N Irrigation Control Valve -----*B*w -NEW 810 WATER MAIN & SERVICE I �Izl � WV - N12*W -NEW 1210 WATER TRANSMISSION LINE J. WATER SERVICE TAPS WILL BE CONNECTED To THE 8 -INCH DISTRIBUTION LINE i I . >< Water Valve r -6 ETI Electric SUCH THAT EXCAVATION 11, F _N E N E NEW ELECTRIC, PHONE AND CABLE TV ALIGNMENT FOR THE WATER TRANSMISSIONIDISTRIBURON LINES ARE 9.68'- [;�_ _NG- NEW GAS FOR SERVICE CONNECTION OR mAINTENANCE OF SERVICE TAPS ON, THE DISTRIBUTION LINE WILL PROPOSEMD 4ROPOSED 8 *0 lzi� 1210 \,�) FT-] Telephone Pedestal - WA 7ER , -1 I �1_4 � ',.,�� , k - 111z - L H1 j I 1_��j , A i � - i " 4 -* :'�r -111W 4 ' 7 .� , _57 _4L _7_t*�_,�,,i4_ r=___1 ��7�1 �' 11K 401r,_ 11I I I _* � I I .- _', � �0� I N NOT DISTURB THE 12 -INCH TRANSMISSION LINE 1 2 10 SE WER _N15mD-N15*D-P1?OPOS6D 1510 STORY DRAIN LINE I MAIN DISTRIBU77ON WA TER - I - LINE. 7RMSMISSION 6� T) Electric Manhole [EMI Electric Meter N30aD-- PROPOSED 3010 STORY DRAIN LINE LINE N, Light - - - -PROPOSED PRO,IECTIFROPERTY BOUNDARY 4. THE STORM DRAIN LATERAL IS SHOWN 18 -INCHES ABOVE THE CLOSEST POTABLE WATER � * FGM] Gas Meter LINE AND WILL BE CONSTRUCTED OF CLASS 180 SDR -26 PVC PER SECTION 10. 1.2 OF THE PROPOSED MANHOLE; SIZE AND UTILITY PER PLAN ANHOLE DESIGN AND � Sign Electric Outlet 0 ASPEN CONSOLIDATED SANITATION DISTRICT'S 'PIPELINE.ANO M 7YPICAL SOUTH ASPEN STREET SECTION AND It, __U_ Q� E CONSTRUCTION SPECIFICARONS", DATED APRIL 7, 1991, LAST REVISED MARCH 22, 2002. " T// / TY A / Ir- AlkdrAl T NOTE. CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE THE FIRE MARSHALL, CITY OF ASPEN BUILDING DER4RTMENT, CITY OF ASPEN PARKS . DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. G M P.O. Box 2155 Aspen, CO 81612 970.925.6727 www.sqm-inc.com Lift One Lodge Aspen, Colorado � # Revision . Date B 4 � Plot Recording 12/6/12 TLB I . 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I - . . - . - - . . . . . . - .. . . . � . . . - _ . ,___��, . " 1�1_ - ,- � , � --- __ , I �, I * I m . � . DEPms w17HIN THE PRoLlEcr F007PRINr ARE ESTM47E9 70 RANGE TYPICALLY A 7' OR . . I . . I "I � � , � �, I � 11 ,�. I � 9 - . � . .. .. .. : A�` 1--, ...... 11', , -, -, -, -1 ,__ , . . .. � . I ,� 7. '. -1, I . I . .. I -, I . -I,,,,- : : : : . .. .1 . �-- " ;_-'�,,-,� �:� "I. , .. I . . � . � , �u . . 1, . . I . I 1. : . - I I - 11 I . . . , .. . -1 , - - � I - �-�,�,%-,,, ��, ,,,� �,� " " � I I 11 -_ �_ -------- _ "'' 'AN 0.5 FEE7, W17H POCKETS OF DEEPER MUD DEP S ON E ORDER OF 1 70 . . . I w - � I I I . I . " I : . . . '� - : - . .. ... . . .. .. . . I I -- I-— --- I 1 . I . "I I . I � L ESS TY TY 7H .. I " .1 � _-�,' - ` - : _)_�_ -6- , _,� - _ I : : . .. . . . .. . . I . - 1. . . I 11 - . �_ = _wq . I . , I . . . . . - . I . I � - �, � : . . . I I - / � .. . . . . .. . .. 11 . . - - =:- . . . I : , I I . - . . : - , " ��z ,,'��- ,�'-, . �. . : . , -, ", � 11 . . 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IN ORDER TO ACCOMPLISH 77-11S, 7HE TOP OF FOUNDA77ONS SHOULD BE HIGHER 7HAN I , � � I 11 I I I I 11 I ... � , I 1, w :.:*.. - i , . . . _... I . . . . � 1, � . I i I - I , I I I . . I . , _T - �� -,* I 0 1 � F77 I I I .. I: , ,� - � "I I - - I I " � . . : I � I I-, . I I . - . . L � . �� ''I I I . : : j . ... THE RNISHED GRADES SHOWN ON 77 -IE PLANS AT THE S7RUCTURE BY 7HE DEPTH ALSO . �� I I 1. I . - I __�-� I �, ,I I � , 0 .. .. � I I I . .. :.:* .. ", � "'D . . .. , , I I .:: .0 . I I - . . ", " E PLAN 7HIS S IN CONFORMANCE WITH 7HE RECOMMENDA77ONS OF 7HE .. . . I., � 1- � I I ,_, I I 1, I � � . .:: .. " 4 :: I : . SHOWN ON TY . I ". 1:1 _� I I - : I I ..: . � . .. . I ..*I -1 - � ..." I I . I . .. I - . -, � . � - � . .. � � - I I I , I I " 11 .. . . .. MUD AND DEBRIS FLOW ANALYSIS PREPARED BY TE"MTECH, DATED DECEMSER 17, 2010. � I : I . I I . .... . 1 . .. . : I . I '. -, 1. 1. I . . I . I 0 . . . I � I 11 I . . I . '_1 � ". ""I" �, - � I I � 1� I . . I I I : : I , � . ; 1, : .. 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' . � - - Aft4853J0.64 .- � ,_N14M14'2 "I I - I - ��, _� " : . .: I . . 1485008.54 . I ... � .. .. . . . , . � . . . . . - . I . " � __ �� , , : . . . .� * - EL. 79J6.79 � , ,,6227 � I I k Qz . . . .. . I � . .: .. - EL 5 5.30 f ., �� , S � - : . I � - ."I'l , . I : , R59.00 NZ52� /�� 7 " . ". v I . :1 . I 1, : 1.1:1��__�', - , 11 ,; 147:��!� 1 - &.,�9A5.12 E262522020 �: : . , ,'/ : : . NI .. 157.18 VA UL T . .. . . '. . . : � . .. . .� ... . . . �"',',�!�;� "Il, I ' .. . . . I' ��, 11 5: 1 1 . . .. . . . "�'i�*� , � I . . . ... .. . . . .....7 . �'Izll�_&L;l . ��ik 11 *., � , 1. E2625Wi.Z : .. . .. � [, I , . .... ... I , " omo"."0 � �., . . . �z , . I ,-_ � , I � , �, . . � . k , -"-I,- - , I - I 11 . . � ' , .... . I . I i 1. : . 1, I E2625224.27 . -, Ili, I 1 ��, . . : : E2625 : . .. . . : � �,- - EL 7�1�3. - . . . . . . I � , f"', � . : � �, , ., . I I � 1� - j 11 , I . . . . , . . , �/ q -1 ,sw"m �X�%�_, ,,,, , , , ,, /y, , .; � . . 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E , * . . � 1, IV14A53J4.89-\ . : - : 'I,,", I- , 71 1�1=,11'111"111'1�'111 - 1�_ �11 ` � , 1 5236. P66 IVi4 5 I , . , . � ..... . ... �J: ii , " , . . . ... 11 . . . . . . . . . , , I k ,- : . : I : I 1. . . . . *. . .. . . : : . . ' : ( . -.1 � I .. .1 ... ..... :. I 1 : I - 62.� . E26 _12 11 ��_,,- � : : ., . .� . : . .. . . . ::z . : : . I I : . - 1�1 .1 /- - -,� : -. . . . : . : . . . . . . . . . . . . :,p . . .. .. . .. . I I �' . . � ::: , . , , * . . .. 1. . . . . . . . . . � . ... ... .. . .. .. . �. � . 19.19 , '12�� k2 1 1 1 - ,;-,, : . . : - ' - - - . . : * I . . . 15,6j'----1 �,,�,,� ,�'_l '\\, 7 IN74052,64.04--, ' ", �, - 1�, i:, I I ;,�, � I L, i�' . I . . __ - . : . � EL. 7989. OJ . . . . . . . I . . . . . . - � _ - . . .. . . � . � . . ..: . o Z3, . * .. , . . . . . . . � '. � . '. I I I I . . *. L_ . , .� :, - - ' � I I I , EL. 799� -� .... . , * I . � . 'NI - � . -1 I &.2625206. 19 1 1 ,.: : . . I . . . . : . . . . .1 1� . : ... ... . '. . . - . I " . ,�;94J.50 I . 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I . . ....' . . � � _ __ � , . - ... INING , : : � -, 11. I �', 9 I I '1111-'. : . . .. . . : : . . . I . . . . *. : EL. 7988.5J : . ; - . : , - I . . ... . . , , - . . * . - . . . . . . . . . . � : - : : : : : : : . . . � * , 1, . � 2625216. :-, . . I . LE - - � . . . I . . : �� . I / . ,� 1. . I I . , - . . N1484899.75 - . . . .. . , I * I , . . � I - .: : - 1-1 . I CH EXIS ?NG SURFACE AND At, FL. 7971.95 . . : : : : . . � . . : : - : : : - . ... . . I : . . I . .. � . . . ..... . . : : . I I . . m I I . . � � . : : . . . : . . . .... . . - . . :E262509727 : ;-, / � " : � 1: : . : : '. ." . . , . . , �' � ' : : : NI*485018.90 ' . I I . . . . '. i : : : - : : : . I � *. � : � , , : WALL 4678- . � 1: I CONSTRUCT UDFCD TYPE VL RIPRAP I �, : , - . . : . : : . -1 EL. 79J5.6$ . I I . . . . . .. *. � : - '. . . :.. : - TH OF I -1 I., I . . - . �. . . E2$2512786 '. -7 . . . . I . . m_m .� . . � . 4_0 . . � '. : �_ I , I I I E. 7945.54 . 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I . . : � � ' . . . . . . . � I . I '11_� . �'. . . �71j45_071 - I �, . E2625123.J4 : , : E2625115.22 N14 5005 a . . . ; I � � ... �. . -'?It;', � , - NIE4"'� � r8. � I EL 7974 78' . . EL.)'981.OJ - ' : � . : , . : . . ; : END STORM WA TER I I I '., i !? � _ 484936. 09' EL.7988.46 � . ,t, I I I . , 0- ,,�, : . . . . I . 11 : .. . . . . . . . . . . . . � � I . '.,� - . WALL 'E2625214� I : : , I I . : *7 1. N1484900.14 -,_-'-02 . . . � . � . : 1 I . * N148524683? ... .. . I : I . . . .. : *. .� . � 1 1�.4�_ - _." _.�_ ., - "t -,?� ' * "' 7 i!� . / � I : FOR UNDA TION IGN -20 �\ . . I .��_. . . . � 11� E2625225. 9 � : . . .� . I : % . - . - . . : : � THA 51NISHED - E2625193.86 ..... .. ... .... .... .1 . " ,� _: . : : ... . '1 L �!�� . . 7EL ...4 .� - I , ,... I , � r7NAJ 8 . '\� ...... ...... . . .����SND I SWALE. I . . N- Z27317�1 ' X76.5-1 ., .... - , " I % . I . i : . I , � . . . . .: ': � : . . � . I . . . . . , . . . . I I I . .. I *. ' ' .... .. I- 262518759 :� . . . .: �:, E2625jOg.58 :155,'*00'.: '.: . � * 625088.61 : . . : - I INSTALL UDFCD � I EL. 7, .96: . ...... - I -\_ � E I WALL V, .. 11- , , . HEIGHT = . ..... I I : . . : �, . : : I m . : : . � : E2625095.�62 .- . . . . I I I , - . . I , . . . , E2625120.78: : : : . . . : : .. ��_ I : , . N149, i,k J : I . ... .... ....... Lr�: : I . � . I - . . . . . : . � . . . . . . . . . T . . . . : TYPE VL RIPRAP I . I 1, ' . - . .. ..... , : ,� . : .1 . . . . . . * * . . . . - - . - I . I . 11, - .. . . ..... 11%1: : . I .. : . I : ,,, _t el I . . . : . . . GRADE BETWEEN BUILDING.AND LIFT ONE PARK BOUNDA - FINI,�HED GRADE.-MUS77 2 : m : . . . . . .. -262 5 _ilQ 1. ..'.. . ___ ". 4H.- 1 V � . . . . . : . I . . _ _. I . : . . RY LINE VARIES, . � _� . : . . . . . . . . . . I - . :: . - . . ....... . - ..... , . : . I w I I . . . I � -1 . I .. . , . . . ifH ,� : w * I : : : : . PAD (4 �(2) .. . I I .. . - MUD 0 4 RD . . . . 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I __ , � . � . . . ........ � - . � , . I _; . .. I � . .. . . : . :. . I :. . I ... a : , .. . . , : �.� " , " % . . . . . . .. . . . . .. .. . . . __ . I . - - , . . . . . . . \---.:-. 1:_/ � . . . . . . . : : : . .P L.E : .1 '' . . . . : � . .. . . . . . . - . Ill 11 I �.� : ; � I ''.. -,,_ .. . � : : . . . . . ... . . I I � .. ... � � .. . . .. . . : : m . . : . .. .. . . : . 41ARIES. fINISHED GRADE.'MUS-r DAY-UGHT'WITY EXISTING SURF14CE : . . : . - : :1 . .� . * � . � 11. , : .. . . . � . � . . .:,- : . . . . . . � . � : : : ` 1'. * \. I � ., : . EL. 79JJ. 73 . � : . . . I . . ..... . . �.. . . �... ....: � . I .. � '. .. . %. . I .. .. . ..... ..... 89.27' : : : . : .. . ... . : . . ' ' ' . ' - . . : : : : : : , . . - . . 11� ! i . . *. : . q : .. . . . . ............... . I . . . , . . ....... .. : : . . .. . .. _V4 ONE PARK' BOUNDARY. DfP7Y OF YUDID49RI,� : . . . . : : I : ., � - � : .1 : . . . . . . , . . : : ,: . . � : . . . .. . . . * ' . . . . . � . . . . I . . . . '. : . DEPTH *0 *§RIS FL W : : . .. . . .'IS 1.5' HIGHER FHAN F, S, E10 . , 1_�� - - . . , ..:... � I : 1 +� N1485377.22 : . I .. .. .... .... .. .. .. I .. �. . � � .. . .1 . i : . . .. ELE TIO/V AT. LIFT.. - .1 I I I � � m . - , � � - � I . . : ... ... I .. .. .. � � � * . . . . I . . - HAZARD FOR.FOUNDATION DESIGN , r , . . . . . . . '. I �'. I :1 .. E262516J.34 � : . . .. �. ... . I. . . . ... � � � '. I . . . : : .. w - : : : . . . . ..: . . FLOW � . � ... . � . . : I . ,111. . . . . . : 1 1 . . . * . : : : : : , : : : : : : . . . . . . . . . . : - w , .1 . . � . . . . . . . . . . . 79,50 .. . . . . . : HA RD FOR 900A T1 i V DESIG - 7.5 : : . . . .. . .- .. . : . I � , . "". . . . . . w : . GRADE AT BUILDING.. : . . . .. � `� � I .. . . .. . . . .. . . .. . ....................................... ..* ' . . . . . . . . . . . . . . . . . � , . I : : : a . I . . I . . . . . . . . . / . . I . . . . . . .. , : : . . . , ... : . . . : : . . . . . . . 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OF THE LODGE'S WEST WING ABOVE SURFACE � '. a . . . . .. . : .. : - . -:." .96 9490298--1 ,'� ' * � : : : * I : . , . . . . : . I I "I I I . � , . : : : ..... . . : � . . . . . . .. .. .. .. . .. � I I � - , I . . I . . .. I . '/ : I � I " . . i : : h- ..:.� ::::: :::::. - 99 '. w I I- I EL. 7933.65 � STRUCTUR; CONNECT TO WO TREATEMENT MAULT. - : : w .79, .15 . � I �.. . . .... Nj.,4W49,V. 3 . -E2'6225040.65 .&L.7 ..5.00 - � : . . . � , - 11 . , I . � I 1. . . : : : : . . . _26,2505- ,0484885.16- . :: . .. ., : . I � � 81485JW.4J � � , . � � . . . . .. � . 1. . D : . . . � � I '. : , 11, - . . : *. . � . . . : . . . N740�� AY7 . , ,,, , . . . I .. . . ; : : : : : .. - , .. : : * � I . . I - E262515.1.35 � � 1. : . *. . .. . . : : . 625076. 1 . . . .. E2625035.35: I a � - : : r I . . . . . . . . I � . . . . . . 1� : . . .. . . . � . . . . a .. - ; . - I . * �, . i I * . . . I . E2625 1. 99 : � � I I . : . I . : . . I - / / . . . , . I . � - . . . ' . . . . I : , , . . I r I I . � . � . . I � . w I . * - - . , . .. . � I I .. . . EL. 79J4.40 � i '. , WATER OUALITY 7R64TMENTIDETENTION VAULT . . . : . : � . 1. : . :::: - - . : : : . I : I . . . 1: �,,.�I� . I I- I - . I. w . . I . w . . . . . . . .. : : . . . � - . � . : . * I : , * . . ". � , a - . iVI465M2.61 . � *1 w . . . : : : . : . - I � . . . � . rL.IY15.98 . . I . .. 11 . : I ;: . . . . I . . : � . . ... i [: -�, " � I : . I . E2625136.60 � : I . *. . : m : . . - . . . . : . *. ..... . I � ": : . . : : . . . . . . . � � : . * , , , : � *. � . � � � I �_, .. : '. � : . . 'Lx7'D,- �. : . : q . . E4.7970.� . : . . . N1484998.40 LIFT ONE LODGE WEST WING . .. : : I . ;. . : *. .. � '. � . .: - - . . . . : . "I �-- - . : �- J..: D. . i : � , � . � . . � : : : � : E262505J.36 . . . . . . . . * . , : . : : N1465053.30 - . . . . .. .. . *. - I � . . � . . . : . : � I . . . . I , � : . . � . a � I AX DETENTIONITRFATMENT CAPACITY = 6J7 CF � . . . � . . ABOVE GRADE STRUCTURE '..' 1 ,� " �, . . : 1�� I I . , ...- ... : M : : : . . . . : . . . - . .1 .. : I... . . m . . . : E2625068.33 � : . . . . . . . : _ 7'Wx 16 20 . _/ , m� . I . I . . � . . . . . . : : .. . . - : . . I . . .. . . .. . . : _. I . : ' . ... . : . . : : : : . . I . . q .. .. ' , . : . I : � i . .� . 1, . .EL. 79J � 12. ...�.......... ... .,* ............ ...... : : . . . . . . : . : '. �', , : 11 . . . . : . . . . . . . EL. 7995. 00 . I -�. .. � -, �, 5 ...'..... ..- ... . " , * . : : . . : : WITH GREEN ROOf . . . .:: I . w I : 1, 465.4 96. .. ... ... ..... : . . . . 1\ I ., .:. .. ... . : : : .. : LIFT ONE LODGE WEST � WING: : : : : 891.38 . . . I . : � w W48489- � � . : : : : : ': : �. I I '. k , r .. ...... ... .. . . 11)" : : : � - COLLECT STORM DRAINAGE GENERATED -,r,� , .:: : . . . I . w . : '. � - I . : \ / Z216251 t.�.'o I %. . .... .. � . q 1\ .. : : . . : : : : 11 .1 . : � �, E2625016. m 70 N .. . .. .. : . . . . . � . . � . : I � . EL. 793J. 66 1 . . EL. 796,3.73 ABOVE GRADE STRUCTURE . . BY IMPERVIOUS AREAS IN AN INTERNAL I '. I I ; �' J78.14 : , � �__ � .. : . -� * - .............. - .. � 410 SOLID:WALL PVC DIS5CHARGE . : : : . : 4* .... . : : . . 11 . .. - . . . . : 11 . " �, , . .. .. : .. . . : : . : �11, . I , � � . ... .. . CONNECTED TO INTERNAL STORM DRAIN SYSTEM : : : . : v . : N1485113- - : . : . 1� SYSTEM, CONNECT INTERNAL SYSTEM TO I I . : .. . �45.75 . . . , . . ' . . I . E2625078.06 : . . : : : . 11 � I w w I . . � : 1� I . . .. . �� .... OF THE -SKIER CHALET STEAK HO : tL. 7.956.68 : WITY GREEN ROOf . I : : / 1\ 410 PVC PIPE CONNECTED TO AND : : . I I � I ..� � : �' .. . . .... . . I.. .. :. .. .. � ....... .; : . USE. : m . . - : : . w . . . : � - . . . . . . .. . 1. 7 COLLECT STORM DRAINAGE GFNERATED . . w : : . I i �-. � - . . . V1485t57 67 : . . / \ . : I , . .. DISCHARGE TO THE WO TRE47MENT VAULT : .1 : . . : : EL. 7956.91 "INT - : I . . . 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TLB Drawn by: TLB C3 I I ____,__�� H , I I I I f I I I CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF G M Lift One Lodge Date: 12/6/12 THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS P.O. Box 2155 1 1 1 1 Site Grading and Drainage DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENT5 AND Aspen, CO 81612 Aspen, Colorado I I QC: TLB I PE: J Of 12 APPROVALS. ___ ____ 970.925.6727 www.sgm-inc.com I I � File: Sheets CI,C2-C3 - I __ - DROP-OFF LOOP ALIGNMENT I, DEANE STREET STA. 0+70.92 = DROP-OFF Z B Y IN TRANSITION FROM LOOP STA. 1+21.23. W EP: 1 +21.23 Q , EXIST. 0.129 TO 29 N1485410.69 CROSS -SLOPE £2625141.85 O EAST SIDE OF STREET- STA. 1+46.82; C 7920.34 19 CROSS -SLOPE, EAST SIDE, END SAW CUT /N STA. 1+31.49; CLEL 7919.66 DURANT AVE..... END CROSS -SLOPE STA. 1 t 19.34 TRANSITION 0/5 21.35L CLEL 7918.85 EAST SIDE; STA. 1+55.08; EZ. 7917.56 CLEL 7921. 4 TAS 0 EL.797 ,7.83 .' N1485551.22 t 5 O/5 16 06 i N1485578.87'. £2625156.15 0/S 20.9 g`O 7 E2625163.54 ISTA.1+07.41 O/S 33 12L _•.791840 _ : MATCH EX/ST/NG A; t SURFACE ® r , SOUTH ASPEN EL. 7916.93 � ' N1465590.71 ; s S/ . E2625119.27 N s 2 00 1-00}. o -Q mo ..SAW CUT LINE r • s BEGIN J BEGIN TR AVS/T/ON r. _ ALIGNMENT FOR EL.7916.Os FROM 4% TO 2%' SOUTH ASPEN ST N1485600.ss CROSS -SLOPE ;: £2625080.81 WEST SIDE OF STREET STA. BP.• 0+00.00 sTA.1+0541; 1+46.82,• CLEL 7920.34 N1485666.59 O/S 30. 50 R E2625139.55 CLEL 792578. 3.Z• CROSS -SLOPE, WEST SIDE (SEE SHEET C 1) EL. 7916.70 ' STA. 1+67.89• CLEL 7922.73 STA. N1485576.87 0/S 20.93R END CROSS -SLOPE E2625474.36 CLEL 7918.59 TRANSITION EL.:7916.00 WEST SIDE; STA. 1+88.88; CLEL 7924.73 N7465580.94 E. 7916.00 STA. 1 *94.93 E2625058.64 N1485579.04 0/S 20.93'R,• CLEL 792530 E2625058.01 BEGIN SAW CUT /N DURANT AVE. REMOVE AND DISPOSEF 0 ASPHALT PER STATE AND LOCAL REQUIREMENTS. REPLACEMENT TO BE ACCOMPLISHED PER CURRENT COA STANDARDS. MATCH EXISTING SURFACE AT CUT LIMITS. �_ NE STREET-.. DROP. -OFF LQOP. ALIGNMENT: Ec.7947.•1e -� r - ec ro rac END TYPICAL CROWS ECTION':BEG/iV Ti',ANS/T/ON� :. N14 852 68 38?: ; BEGIN : TYPICAL :SOUTH ASPEN S l� I SEE. SHEET C1&C8 SOUTH ASPEN STREET : -ALIGNMENT,_, 24.0• - E262501 4 0 9. 1 J TA.2+39.34 -_ FROM: 29' TO +4 o C SS-SLOP£ROLs STA. 3+08. _ . _ ; . - SEE .SHEET C 1 &C7,• 13. DROP Of F LOOP .STA. [k+00 . .STREET CROSS SECT/ON 01S 12:00 R EOP TO E•DP / £WEST SIDE. OF STREET STA. 7+48.05 •CLEL 7988.D5 1 BP.0+00.00 ..:SOUTH ASPEN STREET ': ': : : ' � ;i 'STA. 4.1.4220,• CLEL 7949.91 CLEL 7929.52 1200' _ N1485370.91 + 7 - . ,. i ,5-7A. 2 , 4 .23 DEANS -1% CROSS -SLOPE ': WEST SIDE STREET STA. 0+00. £2625053.41. EL TO E SE C 10 •` `STA. 7+60. Z2� CLEL 7989.84 ISTA.2+_�7.44_ � : : : `, : .1 BP•0+00.00 : r o/s 1z oo R ORD ILEO j 09 CROSS=SLOPE YYEST S/DE +19 CROSS -SLOPE CLEL 7928.x6 STA 2+25.20 /V f. 2$.50 £2625073..21 PV/ STA.8+53.88 ` PV/ REV8002.40 vJ K=1.57 n STA:• 7+72.'-72; 'C EL :7991.71 m ... .................. ................ ............ ... ...I........ Ra Q. vj w • 7990 15.427. 8005 . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... PV/ STA 6-h77 04 25 00' VC . 0 S /12.0641 .. . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . . PK ELEV 7978 00 Pv/ STA.8+75.10 PV/ ELEV 8005.67 7965 . . . . . . . . . . . ... . . . . 19'CROSS-SLOPE WEST S/DE 'i CLEL 7928.18 ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... 8 005 K=12.'50 �o STA..7+84.72 CLEL 7993.59 STA.2t0554 �. JUAN STREET • Q °l ::g, 129>, CROSS`=SLOPE, WEST SIDE; O S 1297R............ / CLEL 7926x1. . .t IMPROVEMENT _ oo� J 9'o7 f STA! 7+ 8:72, CLEL 7995.47 �. . ,:._. STA.2+00.12 i� SEE SHEET C5,• SOUTH ASPEN . .... ..........-km h .. N*; g t3.�. CFO -SLOPE WEST S/DE, O/S 15.27R44.16.1,7;c ... . . . ... . . . . . . . . . ... . . STREET S7A. 0/S: 16 R ': 000 . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . _ . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . .K=3.78. . ... . . . . STA.:8 f 08.72,• CLEL 7997.35 ; c CLEL 7925.79 1: EL. 7346.94 h ^ ^ `� h h N h co op h h a +4% CROSS -SLOPE, WEST .SIDE,• 7995. . . . . . ... . . . ... . . . _ ... ... ... ... _ ... ... ... ... . . . . . ... . . . ... . . . . . . . . . ... .. ^. Y1485272.48 ... . ... . . . V . . ... . . . . . . . . ... . . . ... . . . . . 8+18,48; CLEL 7998.80 j rn rn £2625003.94 r\ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . •P • ELEV"7949.' 42 ... ... ... ... _ ... ... ... 7 975 a u i GRAPHIC SCALE of a O a h O cd h h �c 30 0 15 30 60 h 120 Ri rn rn^ "i of h n rn ( IN FEET ) 1 inch = 30 ft. WEST SIDE STA. a+56.72 ; 1DES/GN OF HE CLEL 8002.85 -'SOUTH END / SOUTH A STRE , + TO 4.40. k S 8010 . . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . k PV/ STA.8+53.88 iM PV/ REV8002.40 m K=1.57 O 10.00' vC m ... .................. ................ ............ ... ...I........ Ra Q. vj w • 7990 8010 . . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . .PV/ STA. 7+53 76 ... ELEV Pvl ' 7988 _ ... ...87 m ... ............... 9.327. • 8 010 ... .................. K=14.91 m ... .................. ................ ............ ... ...I........ Ra Q. vj w • 7990 15.427. 8005 . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... PV/ STA 6-h77 04 25 00' VC . .. . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . . PK ELEV 7978 00 Pv/ STA.8+75.10 PV/ ELEV 8005.67 7965 . . . . . . . . . . . ... . . . . . . . . . ... . . . ... . . . ... . . . . . :. ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... 8 005 K=12.'50 �o �N 8000. ..... .... ... ...... .................. .................. .................. ...._............. ...._.......... 25 00' vC 4 PV/ STA.8+23.09' h n oo� 9'o7 h N °j tl W ca ^ ... ....-............. ....-............. ...._............. ...._............. ...._ ............ h ,� .... ..........-km h .. N*; ............. ... . . . . _ . . ....... ... . . . ... . . . . . . . . . ... . . � COQ) 000 . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . _ . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . .K=3.78. . ... . . . . . . . . . .. 7980 LW �W h o, h ") h ^ ^ `� h h N h co op h h a N 7995. . . . . . ... . . . ... . . . _ ... ... ... ... _ ... ... ... ... . . . . . ... . . . ... . . . . . . . . . ... .. ^. c, . ... ... . ... . . . V . . ... . . . . . . . . ... . . . ... . . . . . rn rn PW STA 4+38 86 7990. ............................... ........... ... ............... ... ...._.......... ... ...._.......... ... .................. ...._.......... ... ............... ... .................. ................ ............ ... ...I........ Ra Q. vj w • 7990 L3 U. m m Pv/ STA.8+75.10 PV/ ELEV 8005.67 7965 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . . . :. ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . ... . . . . . ... . . . . . . . . ... ... . . . . 0o%. K=2.46 .985 1'5.00' 'YC 7 L6 4 PV/ STA.8+23.09' h n O Lr' O o h N °j tl W ca ^ `o h ,� PV/ EM�V 7999.61 h 7980 . . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . _ . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . .K=3.78. . ... . . . . . . . . . .. 7980 h h h o, h ") h ^ ^ `� h h N h co h �o O h h a N O �d 25.00' VC 7975 . . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . . . . . . ... . . . ... . . . . . rn rn PW STA 4+38 86 N r\ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . •P • ELEV"7949.' 42 ... ... ... ... _ ... ... ... 7 975 a u i of a O a h O cd h h �c K=25.00 a O. ro os h ai �c �o �o rn Ri rn rn^ "i of h n rn ad h ►� rn d '� h O as h O rn o� `o hof as rn 50.00.' YC h N rn O rn Qi h rn O rn o O o 7970 . . . . . . . . . . ... . . . ... . . . . _ . . . . ... ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . .. 970 ^ ^ ^ ^ v�F� ^ r� ^^ N r� ^ R' N N .^ r� ^ r� ^ ^ ^ ^ r� ^ .� kid . gni � 7965 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . o ... . . . . . . . . . . . ... . . . . . . . . . ... . . . ... . . . . 12. 0% . ... . . . .... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . .. 965 .7960 . . _ . . . . ... m,.. . . . . _ . . . . . ... . . . . . . . . . .. . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . .. 960 00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4 �. NOTES. 7955 i . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . . . . . . . .. . . . . . . _ . . ... ... .. •1 r• HE VERT/CAL GRADES AND CURVES SHOWN IN THE PROFILE FOR SOUTH ASPEN STREET HAVE 955 BEEN DEVELOPED FOR A DESIGN SPEED OF 15 MPH .US/NG CRITERION. FOUND /N AASHTO'S "GEOMETRIC 7950 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . PRQPOSED... .. ETS ",. EXHIBIT 3-78. : THE DES/GN PARAMETERS SHOWN: ON THE DES/GN OF HIGHWAYS AND STRE .950 . . . . . ... . . . ... ... ... CENTERLINE ... ... .. ... .. ... ... .. ... ... _ . PROFILE FQR K (ALGEBRA/C DIFFERENCE) AND L (LENGTH OF .CURVE) EXCEED THE WN/MUM _ .. 7 . . .:PROFLE' REQUIREMENTS DETERMINED 'US/NG THIS CRITERION. 7945 . . . . . . . . . h PY/ STA; 1 +21.04 . . . . . . ... . . . ... . . . . . . . . . ... . . ... . . . . _ . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . . . 2) • SEE SHEET C5 FOR DETA/LED DESIGN /NFORMAT/ON RELATED TO THE WEST SIDE OF SOUTH • ASPEN 7 945 + PK ELEV7918.28 ' � STREET FROM THE EDGE -OF -PAVEMENT TO THE WEST RIGHT-OF-WAY LIM/TS. 7940. ........... O ...... ........ K=13.32 ................................ '95.o0''vC. . ..........................._.......................... . .: .:. .:. ............................. . . •7 940 lo. :. S l O SOUTH ASPEN 3) • SEE SHEET C6 • FOR DETAILED DES/GN /NFORMAT/ON RELATED TO THE EAST •SDE F A �� /STREET FROM THE EDGE -OF -PAVEMENT TO THE EAST BACK -OF -SIDEWALK. 7935: .. .:. � .:. Qo m • MATCH .EXISTING. DURAN.T . ... . . . . . ... . . . ... . . . . .:. .:. .:. ... ... ... ... ... ... ... ... .:. .:. .:. .:. .4> •7 .: 935 �. � AVE. �41+�C1lt CE ELEVAT/ON � : � O O THIS DES/GN IS BASED ON THE 'BEST INFORMATION AVAILABLE AT THE TIME ACTUAL FIELD Q S7A.0+78.54 . . . . . . . . . . . . . CONDITIONS AND DES/GN REQUIREMENTS BY OTHERS MAY REQUIRE MODIFICATIONS TO THIS DES/GN 7930 . � ... . . . ELEV.7s rs.96 .. .: v .:. .: .:. :. .:. . . .:. .:. .: .:. .:. _ .:. .:. .. .:. .:. .. .:. .. D G T PERM SUBMISSION PROCESS. ... . . . . : . . . . ... . . . ... . . . . : . . . . ... . . . ... . . . . URlN •HE• PERMIT • Svy .ROC : . . . . .. : 7930 W. 90% 7925 . . . . . . . . . . ... . . ... . . . . . . . . . .. . . . .. `� . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . .. 925 7920 'SCALE . ... . ... . . . . . . . . . ... . . . ... . . " .. ,. . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . ... ... ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . .. 7920 .HORZ.• 1 'r30' 3.129 •VERT. Oy 7915 NOTE- # Revision Date By Job No. 2005-522.003 GM Lift One Lode 4 Plat Recording 12/6/12 TLB Drawn by:. TLB C4 CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF g South Aspen Street Plan & - • THE FIRE MARSHALL, CITY OF ASPEN BU/LD/NG DEPARTMENT, CITY OF ASPEN PARKS Date: 12/6/12 DEPARTMENT AND CITY OF ASPEN ENG/NEER/NG DEPARTMENT REQUIREMENTS AND P.O. Box 2155 Aspen, Colorado Profile -Centerline QC: TLB PE: JH Of APPROVALS. Aspen, CO 81612 p i 12 970.925.6727 www.sgm-inc.com I IFile: Sheets c4-(- L6 �i h n O Lr' O o h N °j tl W ca ^ `o h ,� h h n h � ►� "� h ^� N h "� "� h "� h a Io h N O N �o rr o� h N ^� h 'o h 0)h O h h h o, h ") h ^ ^ `� h h N h co h �o O h h a N O �d 00 "� ►� h h rn rn m� N r\ O as (N3' *1 a u i of a O a h O cd h h �c �o rn a O. ro os h ai �c �o �o rn Ri rn rn^ "i of h n rn ad h ►� rn d '� h O as h O rn o� `o hof as rn N rn O rn h N rn O rn Qi h rn O rn o O o o 0 o Ni o O o n ^ ^ ^ ^ v�F� ^ r� ^^ N r� ^ R' N N .^ r� ^ r� ^ ^ ^ ^ r� ^ .� 00 0+40 0+80 1+20 1+60 2+00 2+40 2+80 3+20 3+60 4 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+40 8+86 7915 NOTE- # Revision Date By Job No. 2005-522.003 GM Lift One Lode 4 Plat Recording 12/6/12 TLB Drawn by:. TLB C4 CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF g South Aspen Street Plan & - • THE FIRE MARSHALL, CITY OF ASPEN BU/LD/NG DEPARTMENT, CITY OF ASPEN PARKS Date: 12/6/12 DEPARTMENT AND CITY OF ASPEN ENG/NEER/NG DEPARTMENT REQUIREMENTS AND P.O. Box 2155 Aspen, Colorado Profile -Centerline QC: TLB PE: JH Of APPROVALS. Aspen, CO 81612 p i 12 970.925.6727 www.sgm-inc.com I IFile: Sheets c4-(- NOTE.' 12/6/12 TLB Drawn b : TLB � J CHANGES MAY RESULT AS PART Of FINAL ASPEN FIRE PROTECT/ON DISTRICT OFFICE OF Lift One Lodge 4 Plat Recording South Aspen Street Plan & y Date: 12/6/ 12 THE FIRE MARSHALL, CITY OF ASPEN BU/LD/NG DEPARTMENT, CITY OF ASPEN PARKS t: ti(j m DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND P.O. Box 2155 Aspen, Colorado Profile - West F I ow l i n e QC: TLB PE: HH Of 12 APPROVALS. Aspen, CO 81612 p 970.925.6727 www.sam-inc.com File: SheetsC4-05-C6 rvi cz_cv.ovvc.-ry -4 - 00 K=1.57 W 10.00' VC C9 W N VM -O hO V . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . 76 .:. .; . .:.010 PV/ STA 7+53.87 U V 4i 9327. 8 8010 . . . . . . . . . . ... PWREV K 14.91 m m 15.429 -PVI STA.6+77.04 25.00' VC . . . . . . . . ... . . . . . . . . 005 8005. ............................................._................._.................: PK ho �N • •8 f' • 25 00'. VC * � � o0i 9 p1 % � h c% . . ... . . . ... . . . .. . . . . - 000 8000 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . ... . . . . . . . : . . . . . . . . . . . _ . . . A h� �� ^^ ^� allooB -O Oro _ . . . . ... . . . ... . . . . . . . . . ... . . 995 �d of of V h o� h tij m V. U7 7995 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . . . . . _ . . . . . . . ... . . . . _ . . . . . . . . . . . . . .:. �u ^ �, 15 mm� . ....._...... 0 . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . . . . ... . P TA8 0 V) W •jam .. ... . . . . . . . . . ... . ... ... ... _ V/ V V O ��. .��' - .. tiff. •�ti• 7990. PV/ ELEV.8005.67 ' S o�%.. 98 . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . _ STA. 8+2 15 00 K 24 7985 CURB 'CUT ' ' 'VC 7 A. LESTA7992.90 PVl 3.09' 49 ELEV 7992.90 PV/ ELI/. 7999.61 . . . . ... . . . . ... . . . ... . . . . . . . . . ... . . . ... _�78.C. .: 980 7980 . . . . . _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . ... . .:. : CURB CUT 2 .. 7 5 . . . . . . . .. . ELEV.799J.84 . . . . . . . . .. . . . . ... . . . . . . . . . .. 975 4,91 PV/ EZ 949.42 PVl STA.4+38.86 srA. + 7975 EV 7 CURB CUT 7 K=25.00 STA.6+72.00 50. D0' VC EV. 7977, 01 EL ..................... ... 970 7970 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . ... _ :. .:. O 'o N . S ARB 6 0o ^ p Q QOM . ELE 67 ' . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . .. 965 . . _ . . . . .. . .. . . . . . . . . . . . ... . . . . _ . . .. ... 7965 . . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . _ . ... ... _ ... ... ►� 3. ELEV.7925.19 -VERT- I"--10' N h o, o� rn rn��p rnO� •rn� ►�� ^rn Cp NrnN No,ON N�DNi NrnhN NO�N ca��N rn� rnrnarnh O hh h h .P< .of) rn 00 Date h O .� h h h h O h ^ L ,:.� h �o co (0V CURB CUT STA. 5+79.82 '� N N d " O O co `� O °� ") N O Lrj O O o" .� r� m, V . . _ . . . EL .. 65.93. .. ... .. ... . . . . ... . . . . . . . . . .. EV 79 . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . .. 960 7 7960. ...._....................._.............. o Qi �o h �i O �o rn t) �o O co 06 O rn N cp o� n .:..:... o� h r� o� °� N . : N O O CURB CUT' w ao o� ^ of % ap o� N rn O� o� ^ h rn O ^ O O ^ m O O O m O O ao o� v, o� c, rn r\ rn �,rn ^ ^ ELEV.7961.71 .:. . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. 955 7955 •.. . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . ... . . . . .l� Q .. ... _ .. ... _ .. CURB'CUT �►� 8+40 PROPOSED STA.3+8 . EL . .. . 39 . ...................................................................................: 950 7 7950 . . . . .. . . . . ... . . . ... . . ... ... . . ... ... . . ... ... o .. ... . .:. :. CENTERLINE : :. CURB CUT m PROFILE• ... TA 4+ os ELEV 795192 _ . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . . . . . . ... . . . ... . . . . _ . . . . ... . . . ... . . . . . . . . . .. . 7 945 945 . . . . . . . . . 7 . ... O 0o . ... . . . . . . . . . ... . . . ... . . . . _ . . . . PV/ STA. 1 +21.04 . ... . . . ... . . . . . . . . . ... . . ... .O . � _ ... ... .. LOWLINERPROFILE CURB CUT F h PV/ REV7918.28 • W STA.4+58.06 . . . . . . .. . . . . ... . . . . . . . . .. 940 K=1,3 32 . . ... ... _ ... ... ' CURB CUT EL EV. 7951.32 . .. ... _ . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . . . . . . . . .. . . . . ... . . : : 7940 . . . . . _ . . . ... Q I� . ... . . . . . . . . . ... .85.00' VC lb -00 STA.3-F78.20 ELEV. 7942.89 N h h � :. .. ... ... .. ... ... .. .:. .:. .: .:. .:. .. .: 935 MATCH EXISTING DURANT . . . . .. • . _ ... . . ... . . . ... . . . .. . . . . ... . . . ... . . . .. . . . . ... . . . ... . . . . .:. 7935. ^. .:. . '6'6 . . . . AVE. SURFACE ELEVATION . � cN�' . ; . : CURS G LIT m ^ O ^ AT SAWCUT O STA.2+ 12;37 Q, p STA.0+78.54 .� ELEV.7926.53 .:. .: . .:. .: .:. 930 7930. . ... . . . vj kl . O . EL•EV.7916.96 .. . . . . _ . . . V) � . . ... . . . . . . . . . . . FLOWL/NE ENDS AT :. _ .:. .:. . . .:. .:. . . .: 925 SOUTH EDGE OF INLET :. .. .:. .:. _ .:. .:. _ .:. ... _ .:. ... .. ... ... .. ... ... .. ... ... ; 7925. ............. ...._.. • STA.1 +,30.21 ....... .:. ELEV 7919.20 CURB CUT $'TA.2+07.70. 920 ELEV. 7926.09 .:. .:. .: .:. .:. . . .:. .:. .: .:. .:. 7920 . . . .• . . . . . . ... . . ... . . .. ... ... . . . ... .ANGLE PT.. . . . . . ... . . . ... . . . .: . . .HORZ• 1 "•r30' 129 STA.2+00.82 3. ELEV.7925.19 -VERT- I"--10' N h o, o� rn rn��p rnO� •rn� ►�� ^rn Cp NrnN No,ON N�DNi NrnhN NO�N ca��N rn� rnrnarnh O hh h h .P< .of) rn 00 Date h O .� h h h h O h ^ L ,:.� h �o co o� h ,� '� N N d " O O co `� O °� ") N O Lrj O O o" .� r� r•) Ni O h "7 h �o ►� et h h rn ro �O h h O o Qi �o h �i O �o rn t) �o O co 06 O rn N cp o� n v ►� (Na)r� o� h r� o� °� N Qi a0 rn °� N O O w O rn ^ w ao o� ^ of % ap o� N rn O� o� ^ h rn O ^ O O ^ m O O O m O O ao o� v, o� c, rn r\ rn �,rn ^ ^ 8+40 8+8 7915 0400 0+40 0+80 1+20 1+60 2 00 2+40 2+80 3+20 3+60 4r 4+40 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+ 0 NOTE.• CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECTION DISTRICT OFFICE OF GM THE FIRE MARSHALL, CITY OF ASPEN BU/LD/NG DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND P.O. Box 1612 APPROVALS. Aspen, CO 81612 81 970.925.6727 www.sqm-inc.com Lift One Lodge Aspen, Colorado Revision Date By Recording 12/6/12 TLB E4PIat Job No. South Aspen Street Plan & Drawn by: Date: Profile - East Flowl i ne File: 2005-522.003 TLB C6 12/6/12 TLB PE: JH Of 1 2 Sheets C4 -CS -C6 I NOTE - CHANGES MA Y RESUL T AS PART OF F/NAL ASPEN FIRE PROTECT/ON DIS TRIC T OFFICE OF THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS DEPARTMENT AND CITY OF ASPEN ENGINEERING DEPARTMENT REQUIREMENTS AND APPROVALS. Lift One Lodge Aspen, Colorado # Revision 4 Plat Recording Date By 12/6/12 TLB Storm Sewer Plan Job No. 2005-522.003 Drawn by: TLB C7 Date: 3/9/12 QC: TLB I PE: JH Of 12 File: Sheets C7 STA. 0+82.88 ELEV.7931.89 DEANE STREET STA. 0+9351; O/S 1300'1 7940 . . . . . _ PT_ . _ _ .7940 7940 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STA.2+33.84. . . . . . . . . . . . 7940 STA. o+ 10.71 DR27 �F 0/S 7.93 4 srA. ot88.ae CENTERLINE PROFILE ELEV 7936.03 ECFV 7935.82 FLOWLINE PC 'ELEV.793206 DEANE STREET STA. CENTERLINE PROF/LE PC STA.0+54.28 AT CURB 6.00 DEANE STREET STA. 2+44.48,•. O/S 13.48'1 VALLEY PAN FLOWLINE AT DROP-OFF LOOP DROP-OFF LOOP STA. = ELEV.7933.44 0199.52, 0/S 13.00'1• TO MONARCH r RETURN STA. - Ot 17. a5. O/s Ot39. 7.471 : PEDESTRIAN RAMP 5.00 STREET SOUTH ASPEN STREET STA.=3t07.60; O/S STA. 0+35.41; EL - - - - - -...- -...- 17 3°°t . . .7935 7930.23 -... -... -... 1. 9 _ . _ . . -- . _ . FLOWLINE AT ASPEN STREET/DEANE ' • ' ' ' ' ' • ' ' ' ' ' ' • ' ' ' ' ' ' '13.85 ' ' ' ' ' ' STORM DFA/N •INLET ' -` '"" 2 8 �� • ' . ' ' ' ' • ' ' ' . :7935 / 7.89 L ELEV 7931.73 PED£STR/AN RAMP. o.o±t� 1�L9�j ota748 1 f .. DROP-OFF LOOP STA STA. 9 59X �...• 0*76 70. O S STREET VALLEY PAN STORM - "" SOUTH ASPEN STA. 2+45.87,• O/S 17.54L DRAIN "'� SOUTH ASPEN STREET ELEV.7934.98 " � � DEANE STA. = 0+44.11; A.Ot ... ' ••--•••-""' TO SOUTH DEANE ST. STA. 0+ 17.60 STA. 1+78.72 STA.0+72.08 6• lI�1LETS ASPEN ELEV.7934.53 FLOWLINE HIGH FL0WL/NE STA. ot15.71 ELEV.793270 ���q"„?� 0/S 2.61'R NORTH FLOWLINE STA. 0+19.24; O/S 22.478 STA.0+94.47 STREET; POINT SOUTH -" ELEV.7932. 15 2.74.9+ DEANS STREET STA. STA. l *83.72 ASPEN STREET STA ELEV7935 14 - 3.5%1 DEANE STREET STA. 1+89.36,• 0/5 1300'L ELEV. 79J4.66 2+89.30; D/S 17.25'1 PT 7930 :�..._. 7930: . . 7930 FLOWLINE' 1+d5. *11" O/S 13 00 L ' DEANE STREET STA: :7930 DROP-OFF LOOP STA. = DROP-OFF LOOP STA. _ FLOWLINE PT AT CURB RETURN %'11 1+94.36,• b/S 13.04'1 0+17.82,• 0/5 18.291E 0194.5.1; O/S 7.86'1 CROSS -SLOPE 4.60 STA. o+oo. os STA.1 +20.65 ELEV.793399 DROP-OFF LOOP/DEANS . ELEV.7930. 18 STORM STREET - � - STA. +0328 SOUTH OASPEN STATIONFILE ST 2018.0340/S 127.531 �•• A �; EZ 792711� A T 59 : STA.0+52.74 DRAIN ELEV.7930.81 DEANE ST. STA. 0+2334; 0/S 27.53L �' INSIDE FLOWLINE STA. = 0+87.48; ELEV 7930.'79 INLE DROP-OFF LOOP STA. = 1+21.23,• ' DEANE STREET STA. . • • • • • • • • • . • • • 7925 FL 0WL/NE COMBINES Ot63.38,: o/s 13 O0 L STA. 0+89.87 7925 ' ' ' ' ' ' ' ' ' . .. ' ' ' 'DEANE STREET STA. ' = 0*70.92 WITHSOUTH ASPEN . . . . STA:0+2.69. . . . . . . . . ELEV.7932.07 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PC /N SOUTH ELEV.7929.76 DEANE STREET STA. STREET FLOWLINE DEANE PROFILE STA. 0*00; EL 7926.53 STREET STA. 1100.51; 0/S 13001 DEANE STREET SOUTH ASPEN STA. 2+12.J7- O -I-36.57,• STA. 0+38.89 DEANE STA. O/S 2.37 R O/S 17.85'1 .0/S 14.87L ELEV 7930.34 DEANE STREET STA. 0*20.44; DEANE STREET STA. O/S 33.83L 0+49.48,• 0/S 13.001E 7920 7920 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . 7920 7920 ....................................................................................................... STA.0t35.41 ELEV 7930.23 DEANE STREET STA; 0+46.05; 0/S 13.001 7915 7915 N 7915 0 oN N '-Z) h Q) P" N N^ rn� �� 7915 0+00 0+50 1+00 0+00 0+50 1+00 1+50 2+00 2+50 3+00 D NE STREET NORTH FLOWL NE PROFILE DROP-OFF LOOP INSIDE FLOWLINE PROFILE NO TES: DROP-OFF LOOP DEANE STREET 1) DEANE STREET STA. 0+00.00 = SOUTH ASPEN STREET 1+92.54; N 1485428.50; E 2625073.21. END OF NEW FLOWLINE /N DEANE 2) PEDESTRIAN DROP-OFF LOOP STA. 0+00.00 = SOUTH ASPEN STREET 2+53.44, N 1485370.91; E 2625053.41. STREET, SOUTH SIDE STA.0t00.09 FLOWLINE AT COMPOUND CURVE DEANE STREET STA. = 2+07.71; 0/S 128 ELEV 7938.98 /N DROP-OFF LOOP 7940 . . . . . . . . . . . . . . . . . DROP-OFF. LOOP. STA.. = 0+.4a7'3,-. 0/5. 7..55 R . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7940 FLOWLINE RETURN UPSTREAM /N FLOWLINE AT TANGENT IN . . 12.00 srA.2t42.60 SOUTH ASPEN STREET DROP-OFF LOOP PEDESTRIAN ELEV 7936.03 STA. Ot00, EL 7938.98, DROP-OFFLOOP STA. = 8,• O/S 7.11 R RAM 0*83 4 SA STA. = 3+39.24; 0/5 16.921E ELEV-7938,19 09.90 / STA.Ot83.48 E.00 - - 7935 ELEV 7938. 19 • �.. 358 ELEV. 7933. B3 . PEDE _...`... . . SYRIAN _ _ _ f• STA. 1 *34.57 2 75%f - RAMP ELEV.7933.07 STA.2*20.95 STA.0+32.52 0. 1%1 ELEV.793544 sTA.2+32.95 ELEV 7935.45 - _ ELEV.7935.77 STA. 1104.02 ELEV. 7932.89 STA. 1 +28.57 CENTERLINE PROF/LE 3 ELEV.7932.90 a FLOWL/NE AT PC ' INTO DEANE Q DEANE STREET. STA. _ 7930 7930: STREET 1 t8s: 03, 'o/s' 1z R ' : DROP-OFF LOOP STA. = 0+97.01; O/S 7.17R : DEANE STREET STA. _ DEANE STREET STA. = DEANE STREET STA. = 1+9803; 0/S 12'R U 0193.65,• 0/S 12'R 0+99.65,• O/S 12'R VALLEY PAN FLOWLINE SOUTH ASPEN STREET STA. = 3+07.60,• 0/S 17. 13'L : . . . . . . . . . . . .DROP-OFF LOOP STA. _ 0+ 17. 14 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7925 O V o, 7920: ......... ......... ......... ......... 5......... 5......... 5......... 5 .........:................7920 of : 7915 o w 0+00 0+50 1+00 1+50 2+00 a I 0 4, IN 21' 3 D E ST ROP -OFF L OOP SOUTH FLOWN PROFILE 0 0 nA, I # Revision Date By N NOTE. Job No. 2005 522.003 C^ GMLift One Lade 4 Plat Recording 12/6/12 TLB Deane Street F I ow I i n e Drawn by: TLB /„ CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF g THE FIRE MARSHALL CITY OF ASPEN BUILDING DEPARTMENT CITY OF ASPEN PARKS Date: 3/9/12 ' R.U.` wQ3i5& Street, Suite 200QC: TLB PE: JH 40 DEPARTMENT AND C/TY OF ASPEN ENG/NEER/NG DEPARTMENT REQUIREMENTS AND w 1• CO 81601 As p�e n, Colorado Profiles Of 12 N APPROVALS. a/�7 970.945.6004+ www.sgm-inc.com File: Sheets C8 -C9 -C10 rn �� N^ rn� �h . w 0+00 0+50 1+00 1+50 2+00 a I 0 4, IN 21' 3 D E ST ROP -OFF L OOP SOUTH FLOWN PROFILE 0 0 nA, I # Revision Date By N NOTE. Job No. 2005 522.003 C^ GMLift One Lade 4 Plat Recording 12/6/12 TLB Deane Street F I ow I i n e Drawn by: TLB /„ CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF g THE FIRE MARSHALL CITY OF ASPEN BUILDING DEPARTMENT CITY OF ASPEN PARKS Date: 3/9/12 ' R.U.` wQ3i5& Street, Suite 200QC: TLB PE: JH 40 DEPARTMENT AND C/TY OF ASPEN ENG/NEER/NG DEPARTMENT REQUIREMENTS AND w 1• CO 81601 As p�e n, Colorado Profiles Of 12 N APPROVALS. a/�7 970.945.6004+ www.sgm-inc.com File: Sheets C8 -C9 -C10 G w • < .: t :"<„• / - - \ mr.•n.r+r .rr rmnnrrnvrn rsn✓r v.J: nrrncr.v— • / WITH THE PUBLIC RIGHT—OF—WAY WATER DIVERSION STA 8+84.04; O/S. 10.77RS. ALE EL. 7994.75 � �'� _... _ _ j � �.a / � MATCH EXIT/NG SURFACE 1 � CE t:. \ '/ \ PES, NEW CONCRETE PA T/O :: s \ I / � EL ': 8007.:031 8007.70 . . .• SLO EP. DES/GN BY OTHERS v l TW , OPOS • � .' :: ' . ( / 0 [AND/NG ..� _.._. / / �.. 1 �{ PROPOSED • `••. ` ' `�— PROPOSED STA/R5 �� , / I P , 1 \ / , \ 4 Wx6.5Lx8.95 D W/ ....... [AND/NG DRAIN INLET '•. • • k "y � ; MATCH SEE SHEET C7 FOR l3�TA/L _ ,, : � • s \: I t : .. / i ( EX/ST/NG INFORMATION t ., ,� c ... A / 4 t EL.8000.50 / `_ SURFACE ' ,�` { , y / a a75.77;� t.. \ ...... r .000, STA ' . r t :GRASS CRETE ORn .... y k \ O. 12R . I PLANTER' l / SIMILAR BETWEEN . �. � / EL — 6 y, , 39 SIDEWALKS AND, N1484786.9.3100, `•" \ / \ PLANTER E2 s 1 . / STA 8 _ �� +68 7 5 ' 624 16.114 o/S -\ 09 CROSS1.01 —SLOE EL. 799730 PROPOSED RETA!lAING WALL EL 80 685,A WITH PLANTER ; EL.8007.00 ' r- _ _ _ I / TOW EL = 8001.00 / �. N 14848 f 0.2.3 11 £2624919.73 \ i t __---- � .,, q, °` .. �S ' l "'^. N7484775.91 T EL. 7993.68 EL. 7994: oa RETAIN/NG WALL E2s24soo 22 / / DES/GN BY. OTHERS. i ' EL. 7993.'88 _. , t UDFCD TYPE M Q, o /#. � , � ,., o EL. 8004.82 a. O / K L9ND/NG \ F ''. RJPRAP /N LOWER POSED S11� v� I / \ / EL.8004. 5 . PRO 1 OO q < p j SWALE { \ . ' .. �a 3 • • � � � ' ` ;ori i 5143 � ° � 5 � � t . r K SPACE PA NG 1 ' I_00,/ / 1 R EL.8004.82 { BUFFER a nil EL. 2993.76 / t \ _ #. \� _... \5..- / S,T8+56.72 EL aoo4. s7 N . UDFCD TYPE VL ..._ : \. t §' A P IN UPPER f . .. . _..._..._-::. � _..._..._.... � -.w._.-..... ,, 19 CROSS—SLOPE�I .• AL �•: : m ...,.,�..--..� .• , .. � \ � '.., ., , EL — 8002.972 SWALE 4+49 .29 i EL. 7992.82 j93 89 \ \ J 62% CROSSSLOPE ACE ' \ o PARK ., lNG .�P r ; BEG/N?ROPOSED / EL — 8002.178, / x... COOT TYPE 11 4 Ta48+44.72 00.-. .. I ; CURB AND GUTTER / / \ `e �9' CROSS—SLOPE —5.09. END STORM WATER \ /'`t, s \ STA. 7 f93. �i&, :O S 14'L; , /EL — 8001.809L 8004, s7 X§LE \ O S 12 R : \ EL:+B004.36 3 _ x STA 8+08.72, FL — 7994.59: � � r ` ✓:' /</ +39 CR S—SLOPE i' \8+378J TA ''• DIVERSION i £ € / EL — 7997'714 € \ o CROSS—SLOPE ' 54 — 1.249 Bao i \ / EL % / 20i o EL.8015.58 STA 8'f- 72 "'-- W..464769.s2 E26 - / / � i'_ � 2479.78 33 . — -- — S 8.+05.69. 0' 5':12 R —SLOPE _ , / ARK/N SPACE I I i P EX/ST/NG`' :�EGETAT/ON 2.799 CROSS; SLOPE \ / a BEGIN+2 O/S 12 R + \ i _- O REMAIN STA t I EL — 7' 97•;209 5#TION FROM 49 oto - -.- EL. 8004.38 T X \ 09 CROSS—SLOPE• EL — 7999.W 4 4 i , / EL.8003 17 `, • Y : 1 ool 4 9 33 EE: STA 8+ 18 48, 0/S 1'Rµ �.\ 4 RO SL i � , � \ 9 C S.�-= OPE 4' EL 7999.260 x E MATCH EX/ST. RW —5.79 �. STA 8+64.84; 0/S 42.98'R' PARK/NG SPACE EL — 8005.0 0 RETAIN/NG WALL STA 8+ 16.16 O/S 20.33'R t , EL. 8002.00 BOW 8000.09; TO W EL — 40 EL 8 22 003 " ,, . —= -- cDR >. 'e�' ' EX/ST/NG STA/RS _... , t UN UN TO REM4 IN ..,,, COND • CCE FACE SUR TO REMAIN XlST1NG MATCH E - STA 7+92.90; 0/S t2'R PROPOSED 3 5'it+'x3. 5'Lx 1 D'D W 2.799 CROSS—SLOPE " DRAIN INLET STA 7+60.72; O/S•.,12'R EL 7995.076 — >9 CROSS—SLOPE"... . BLEND PROPOSED RW (SEE SHEET C7) i EL — 7989.720 STA 7+84.72; O/S ,12'R , IN WITH EX/ST. RW ' END TYPICAL SECTION/ + 19 CROSS—SL OPE STA 8+04.90; 0/S 22. 37'R . BEGIN CROSS—SLOPE. TRANS/TION EL —7993.712 BOW — 8000.010 FROM —29 TO +49 WEST SIDE STA 7+96.72; O/S 1�'R STA 7+48.05; O S 12'R STA 7+72.72; 0/S 12 R +29 CROSS -SLOPE / 09 CROSS—SLOPE BEGIN TRANSIT/ON FROM —29 TO +49 EL — 7991.711 EL 7995.713 EL — 7987.716 ■ # Revision Date By Job No. 2005-522.003 NOTE•• Cl CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON D/STR/CT OFF/CE OF G MLift One Lodge 4 Plat Recording 12/6/12 TLB South End of South Aspen Drawn by: TLB THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS Date: 6/19/12 DEPARTMENT AND CITY OF ASPEN ENGINEER/NG DEPARTMENT REQUIREMENTS AND P.O. Box 2155 Aspen, n Colorado Street Plan QC: TLB PE: JH Of APPROVALS. P As en, CO 81612 p 12 970.925.6727 www.sgm-inc.com File: Sheets C8 -C9 -C10 ti C n MANHOLE LID NEENAH 1555 OR EQUAL FIN/SHED GRADE osQW Q 1 zt v CONCRETE LID TRAFFIC RATED CONCRETE LID r- TRA FF7C RATED SPACERS PROPOSED CURB AS NEEDED GUTTER TYPICAL COA 30" COLLECTING C&G ON GRADE INLET PARALLEL BAR P-1 7/8x4; SEE SHEET C7 FOR NUMBER OF INLETS. S• CONCRETELID TRAFFIC RATED CONCRETE IN–STREET SEDIMENT TRAP PRE-FABBED LATERAL PIPE TO EAST INLETS. PER SHEET C7. PROPOSED STREET MATER/AL 3.00 PROPOSED CURB GUTTER TYPICAL COA 30" COLLECTING C&G ON GRADE INLET PARALLEL BAR P-1 7/8x4; SEE SHEET C7 FOR NUMBER OF INLETS. PROPOSED STREET MATER/AL 3.00 PERMEABLE PAVERS o PERMEABLE PAVERS — PER SECTION 8 OF THE p p PER SECTION 8 OF THE URBAN RUNOFF URBAN RUNOFF MANAGEMENT PLAN MANAGEMENT PLAN ---12" GRAVEL 12" GRAVEL — ENVELOP/NG P/PE. ENVELOP/NG PIPE. CLASS 6 ABC COMPACTED TO 959 STANDARD PROCTOR AT 29•f OPTIMUM MOISTURE CONTENT. WEST SIDE OF SOUTH ASPEN STREET 4 10 PERFORATED PIPE UNDERORAIN —CLASS 6 ABC COMPACTED TO 959' STANDARD PROCTOR AT 27.f OPT/MUM MOISTURE CONTENT. 419 PERFORATED PIPE UNDERDRA/N CLASS 6 ABC COMPACTED TO – 959 STANDARD PROCTOR AT 29'f OPTIMUM MOISTURE CONTENT. IN—STREET SEDIMENT TRAP DETAIL 1 " = 2' RETAINING WALL --\r INLET GRATE RETAINING WALL TW ® 8007.7 I NEENAH R-4895-2 GRATE, TW ® 8007.7 PROPOSED PARK/NG SPACE /jj /\K/,/\,X SPACERS AS NEEDED CONCRETE IN–STREET SEDIMENT TRAP PRE-FABBED LATERAL PIPE FROM WEST INLETS. PER SHEET C7. MANHOLE LID NEENAH 1555 OR EQUAL FINISHED GRADE Q4 CONCRETE LID TRAFFIC RATED 0 CONCRETE LID TRAFFIC RATED STORM DRAIN INLET PIPE,• SIZE PER SHEET C7 STORM DRAIN OUTLET P/PE,• SIZE PER SHEET C7 o��QW o�WQk 1 CLASS 6 ABC COMPACTED TO — I 959 STANDARD PROCTOR AT 29'f OPTIMUM MOISTURE CONTENT. EAST SIDE OF SOUTH ASPEN STREET D&L MANHOLE FRAME AND CO VER. MODEL A-1071 (OR EQUAL). INSTALLED UNDER ORIGINAL PERMIT 0 4 2.00 d d ° A ° CLEAN–WATER d DISCHARGE BA Y 'L x 7'W x 7'D d d °d ° NEW 36 "0i MANHOLE TRAFFIC RATED CONCRETE LID FRAME AND COVER. USE NEENAH R– 1578–A FRAME AND LID, OR APPROVED EQUAL. D&L MANHOLE FRAME MODEL A-1071 (OR EQUAL). / ORIGINAL PERMIT. NEW 36 ",a ° �� CONCRETE M. H. d NEW 8101 AND SPACER SOLID WALL RING. i� 2.00 PVC d a O VERFL OW 2.00 2.00 0 �o ° PIPE HANGER Q 1 %f'> fin W d \4 TREATMENT BAY W 10'L x 7'W x 7'D O PRE—TREATMENT I ENERGEY BAY DISSAPA TOR BA YF /L TER 3'L x 7'W x 7'D „ CANV/STER 4 0 PVC 90 d FITTING LNLET BASIN OS 1 I H 1 " = 2' NEW 3 '10 SOLID 0.50 WALL PVC PIPE EXTEND FROM SA YFIL TER CANISTER TO OUTSIDE FACE OF BAFFLE. —210 TRANSFER ORIFICE /N NEW DETENTION WA TER TREATMENT VA UL T BAFFLE. 1" – 2' NOTE. # Revision Date By Job No. 2005-522.003 • 4 Plat Recording 12/6/12 TLB C12 CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF L I ft One Lodge Drawn by: TLB THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS G MDRAINAGE DETAILS Date: 3/9/12 DEPARTMENT AND CITY OF ASPEN ENGINEER/NG DEPARTMENT 1 18 west Sixth Street, Suite 200 As en ColoradDEPARTMENT REQUIREMENTS AND Glenwood Springs, CO 81601 p i QC: TLB PE: JH O APPROVALS. 12 970.945.1004 www.sgm-inc.com File: Sheets C11 -C12 maq Cmtainrrc5 Inlet Grate I 2' one i i Ne ! i'reca9t Gcnaete P� f Eli arrel ° 8 C Min) I 10Min) 4" Crushed Screened dock Active erc, Area Ni -Strength Woven Filter r4mr, I" i9tameter Ferc, Niles T I i s} t -7i FI —I f _ 'T T �_._.IliE Varies, 4' Min I I Note5 t { I , Chywell de5ign i5 to be considered when other drainage o0on5 prove unfe rmHe, 2, Prl well diameter and depth must 6e 6a5ed on professional hydrailic ceUatioim (taking snto account runoff volume and the surrounding soil' 5 percolation rate) , 3, 19r4we115 may not be placed in Ctty POW or in City �a5mw*5, 4, nrywells m 5t be cleaned periodically and a5 often as mce55ar4 to keep them perfaminq at maximum aapactN, -�� screened rock ( wrapped in woven filter geotextlle) Jr, required to transition from dr4well'to native fill, i2ra,�t� b1; CAf A}�proved by. I OP! NGINMONG Ml?WN fNf CIV ff A5KN, C6{.0W0 Pri lwell detail (Nato Scale) ANG; 308-r AqA 2001 j t NEW 36 "0i MANHOLE TRAFFIC RATED CONCRETE LID FRAME AND COVER. USE NEENAH R– 1578–A FRAME AND LID, OR APPROVED EQUAL. D&L MANHOLE FRAME MODEL A-1071 (OR EQUAL). / ORIGINAL PERMIT. NEW 36 ",a ° �� CONCRETE M. H. d NEW 8101 AND SPACER SOLID WALL RING. i� 2.00 PVC d a O VERFL OW 2.00 2.00 0 �o ° PIPE HANGER Q 1 %f'> fin W d \4 TREATMENT BAY W 10'L x 7'W x 7'D O PRE—TREATMENT I ENERGEY BAY DISSAPA TOR BA YF /L TER 3'L x 7'W x 7'D „ CANV/STER 4 0 PVC 90 d FITTING LNLET BASIN OS 1 I H 1 " = 2' NEW 3 '10 SOLID 0.50 WALL PVC PIPE EXTEND FROM SA YFIL TER CANISTER TO OUTSIDE FACE OF BAFFLE. —210 TRANSFER ORIFICE /N NEW DETENTION WA TER TREATMENT VA UL T BAFFLE. 1" – 2' NOTE. # Revision Date By Job No. 2005-522.003 • 4 Plat Recording 12/6/12 TLB C12 CHANGES MAY RESULT AS PART OF FINAL ASPEN FIRE PROTECT/ON DISTRICT OFF/CE OF L I ft One Lodge Drawn by: TLB THE FIRE MARSHALL, CITY OF ASPEN BUILDING DEPARTMENT, CITY OF ASPEN PARKS G MDRAINAGE DETAILS Date: 3/9/12 DEPARTMENT AND CITY OF ASPEN ENGINEER/NG DEPARTMENT 1 18 west Sixth Street, Suite 200 As en ColoradDEPARTMENT REQUIREMENTS AND Glenwood Springs, CO 81601 p i QC: TLB PE: JH O APPROVALS. 12 970.945.1004 www.sgm-inc.com File: Sheets C11 -C12 f m pj z p 0 ,-\ , riorp� / /\�------�' /%rte=�, ��;� \, �•` \ I W1 �,`f / ,\X", x j�j itlJ/ j { 1` i/ice,// i �i ���\, ,♦ .\ .\ j\.��\ \ \\,� �\ \ �, ff �4.ft 1/; , E Sl- /k ff /\���/ r��� �j,� 4\\\\ \�� \`\ `�\\'. \ 5 /160/60 ��N V\A " mX Vi XXIIfj vo 1A 111111: NMN, 42 T1 Vitt, I I 61� x" vx% X'! I U4 I1111! 4id fill .�N Al . . ... ... i r $ � ! k. C �f!'11' .'��`• "/��' � \\ ;�/ �. l ;�,! tt �" �, ;+ j` � t,P$t .k:�� � i I .i •}� �/ � / � \, / �t Fly fl, jj � +i�� � -f `rf T, r `i 1 f; ',A`, '%,' / �\!f!'�// /�.'�¢, s � t�l �� �l, /l�r ;{ !iN LL �n//��f/l l`', � ": �+ � j ������\ �`\\\\\ `,l„ yl tyi S F ,�/\%/�� �E i!`i � ../ '' t i t � {.%,1J1 ;! /:j �/ j \�'�' G� S A � � `o. Vi IT KIWI, Ab 0 ; I i{ I , , � k 1! b A 4, n ftt \(f a 1•\� i \ �\• \ �v Z111 iso ,{/ /J / / / ,"j„ !////n ,1 ,./, %/i ,� I /,' • �� A WE 9" x AX �'o lei 00, v V, N VIN 0 a 4 W 'A N4 M L �4 gift One Lodge Subdivision / PUD Aspen. Colorado General Note: Changes may result as a part of final Aspen Fire Protection District 0 S Sj r k FINAL PUD: Floor Plan - Parkin Level 3 Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks g 605 EAST MAIN STREET ASPEN, COLORADO 81 61 1 0 5'-4" 10-81. 2V-4 Department and City of Aspen Engineering Department requirements and approvals. 02013 ARCHITECTURE ASSOCIATES ND PLANNING, P.C. 12.06.12 Al (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH IN IN ubdivision / PUD Aspen, Colorado POSS General Note: Changes may result as a part of final Aspen Fire Protection District ��.�, P11 -Ayr Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PU F ��r Pan — Park ng �eVe 2 605 EAST MAIN STREET ASPEN, COLORADO 8161 0 5'-4° 10"-8° 2V-4 Department and City of Aspen Engineering Department requirements and approvals. 02013 ARCHITECTURE ASSOCIATES. 605 12.06.12 A2 ( T ) 970 / 925 4755 ( F ) 970 / 920 2950 NORTH ubdivision / PUD Aspen, Colorado .. General Note: Changes may result as a part of final Aspen Fire Protection District PUD: Spos'� '� �� �� 11 f\i Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL [- U D : Floor Plan - Parking Level 1 A,Q 605 EAST MAIN STREET ASPEN, COLORADO 6161 0 5--4" 10-8-- 21'-4 Department and City of Aspen Engineering Department requirements and approvals. Q 201 ARCHITECTURE ANDPLANNINC,P.C. 12.0 -VA Ji 6.12 ( T ) 970 / 925 4755 ( F ) 970 / 920 2950 NORTH ubdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District poss Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Floor Pian - Level M 605 EAST MAIN STREET ASPEN, COLORADO 8161 0 5'-4" 10"-8" 2V-4 Department and City of Aspen Engineering Department requirements and approvals. BILL PDSSAND ASSOCIATES, 12.06.12 ( T ) 970 / 925 4755 ( F ) 970 / 920 2950 NORTH Q 2013 ARCHITECTURE AND PLANNING, P.C. A4 0 r� N Bedroom Terrace \ Open to / \ Below/ \x/ /L I L Open to\ Below \ Terrace M Unit # Upper Level M Unit # Upper Level Bedroom Bedroom Bath Bath Closet Closet Bath h LOBBY / i` LOCKER ROOM / ���, �..... ADMINISTRATION FITNESS Bedroom Living/ Dining/ Kitchen T / \ Check- \ Bath Bath _ Elevator In Lobby Lodge Unit #1 x (4 Bedroom / 5 Keys) I I F O I I L Bath Fire Control Room I I ,..:.....,,. vitt une LOuge ubdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District possOffice of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Floor PIan - Leve I 1 TES 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 5"4" 10-e° 21.4 Department and City of Aspen Engineering Department requirements and approvals. 020)3 AROHIOSSADASSOPLANNING,PC. 12.06.12 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH - - � Bedroom °11 �% FBedroo�m Bath Bedroom Terrace t� Bath Bedroom Bath Ba � FM -- Unit #3 0 Livng Room r� 11 � Terrace Dining / Kitchen ath I Closet Bedroom Bedroom �\ Bath Jr L ��— ..rte Bedroom Mech. / L.V... Bedroom Bath Bath Terrace ®�' Lodge Unit #9 (3 Bedroom / 4 Keys) Living/ Dining/ Kitchen Lodge Unit #8 (3 Bedroom / 4 Keys) Living / Dining/ Kitchen Terrace Lodge Unit #6 Bedroom F Bedroom (3 Bedroom / 4 Keys) Living/ Dining/ Kitchen Bath Bath Bath Bath FBth Bath i` Lodge Unit #4 (3 Bedroom / 4 Keys) Living/ Dining/ Kitchen Bedroom j I Bedroom ..FF �N— L �- Bedroom Bath Bath Bath Bath IL..��� Bedroom Bedroom Bath Bath Bedroom EMMMMO Bedroom Bath Bath Ll � Balcony Bedroom Living/ Dining/ Kitchen (Studio) Bath x Bath Low Voltage Bedroom Bedroom —q. j i Lodge Unit #7 (3 Bedroom / 4 Keys) Living/ Dining/ Kitchen Bath Bath Lodge Unit #5 (4 Bedroom / 5 Keys) Living/ Dining/ Kitchen a Bedroom Bath Bath Lodge Unit #10 (4 Bedroom / 5 Keys) Bath Bath Bedroom 1�TT— Bedroom Bedroom B Ventilation BOH / Mechanical BOH / Mechanical e o e u ivision PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District 0 S S Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Floor PIan - Leve 12 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 5"4" 10'-8° 2V-4 Department and City of Aspen Engineering Department requirements and approvals.020)3 BILL POSS AND ASSOCIATES. P.C. 12,06.12 (T) 970 / 925 4755 ( F) 970 / 9 2 0 2950 NORTH ARCHITECTURE AND PLANNING. cion / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District poss Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: F I oo r Plan - Leve 13A7 605 EAST MAIN STREET ASPEN, COLORADO 8161 0 5'4' 10"-8° 21'-4 Department and City of Aspen Engineering Department requirements and approvals. Q 2013 ABILL POSS ANDRCHITECTURE AND 12.0.12 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH ARCHITECTURE AND PLANNING. P.C. cion / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District poss --l- Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Floor PIan - Leve 14 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 5--4° 10 s 2r-4 Department and City of Aspen Engineering Department requirements and approvals. Ozoi3 BILLPSSANGEANDPIANNING,P.C. 12 A, .06.12 (T) 970/925 4755 (F) 970/920 2950 NORTH cion / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District POSS ARCHT H T['J',RF+P1-A.NN1NG Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Floor Plan — Level 5 BILL POSS AND605 EAST MAIN STREET ASPEN, COLORADO 8161 0 5"4° 10'-8° 2r-4 Department and City of Aspen Engineering Department requirements and approvals. ARCHITECTURE NDPLANNI 12.06.12 (T) 970 / 925 4755 (F) 970 / 9 2 0 2950 NORTH O 2013 ARCHITECTURE AND PLANNING. P.C. cion /PUD Aspen, Colorado O S S General Note: Changes may result as a part of final Aspen Fire Protection District Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks Off FINAL PUD: Roof Plan 605 EAST MAIN STREET ASPEN, COLORADO 81 61 1 0 5'-'4!' 10"-8" 21. BILL POSS AND ASSOCIATES. A (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH -4 Department and City of Aspen Engineering Department requirements and approvals. (D2013 ARCHITECTURE AND PLANNING , P.C. 12.06.12 OL T.O. ROOF South Elevation 3/32" = 1' /7960 n n t% t% West Elevation J/32" = P ueneral Note: Changes may result as a part of final Aspen Fire Protection District 605 EAST MAIN STREET ASPEN, COLORAD-0 81611 Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks (T) 970 / 925 4755 (F) 970 / 920 2950 0 5'-4!' 10.-8.. 21'-4 Department and City of Aspen Engineering Department requirements and approvals. Lift One Lodge Subdivisi FINAL PUD: Elevations - South Aspen Str (D 2013 BILL POSS AND ASSOCIATES, ARCHITECTURE AND PLANNING. P. T EL. 7957 North Elevation 3/32" = 1' East Elevation 3/32" = 1' Lift One Lodge Subdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District nI poss Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL VAL PUD: Elevations -South Aspen Street Wing 605 , EAST MAIN STREET ASPEN, COLORADO 8161 0 5'-4" 10'-8" 21'-4 Department and City of Aspen Engineering Department requirements and approvals. ARCHITECTURE AND 12.06.12 O 213 ARCHITECTURE AND PLANNING, P.C. (T) 970 / 925 4755 (F) 970 / 920 2950 West Elevation 3/32" = P East Elevation 3/32" = 1' T.O. ROOF EL. 8027 T.O. ROOF EL. 8013 South Elevation 3/32" = 1' ,f North Elevation 3/32" = P T.O. ROOF EL. 8027 T.O. ROOF EL. 8022 LEVEL 4 EL. 8008 VELI EL. 7997 T.O. ROOF EL 8014.5 LL 3 rj E EVE L. 7997 LEVEL 2 E L. 7986 LEVEL l___�_ EL. 9975 Lift One Lodge Subdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District possOffice of the Fire Marshal I, City of Aspen Building Department, City of Aspen Parks FINAL PUD: E I evat i o ns - East WingA113 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 5'-4" 10'-8" 21-4 Department and City of Aspen Engineering Department requirements and approvals. 02013 ARCHITECTREANDP�ANNING,P.C. 12.06.12 (T) 970/925 4755 (F) 970 / 920 2950 a m a t a South Aspen Street Wing East Wing Points: Restricting Grade Building Elevation Height Points: Location Interpolated Grade ' Building Elevation Height 7960.8_0 8006.00 1 W 45.20 ' 1 E Eave 7969.50 8013.00 _43.50 ' T2E 76E 710 _2 W _Eave Eave 7965 25 8006.00 _40 75 ' - 2 E Eave 7972.60 8013.00 40.40 '1 ' 1E 5 8E m 3 W Parapet 7966.25 8002.00 35.75 ' 3 E 7972.50 8010.00 37.50 ' _Parapet 4 W Parapet 7966.80 8016.00 49.20 4 E Parapet 7974.40 8010.00 35.60' 5 W Eave 7966.40 8014.00 47.60 ' 5 E Eave - 7974.25 8012.00 3_7.75 ' 1�kE 6 W Parapet 44.40' 6 E -Eave 7977.40 $012.00 34,60' 7971.60 8016.00 -'T-W-- Parapet - 7972.50 8016.00 43.50' 7 E Parapet 7977,25 $010.00 3_2,75' 3E 4E 7E 11E SI ped t 8 W Trellis 7973.40 8027.00 53.60' 8 E Eave 7977.60 8022.00 44.40' Balcony Green Chirr�ey �t oof -Below 9 W Parapet 7973.80 8028.00 54.20 ' 9 E Parapet 7977.60 8024.00 46.40' Green Te ace Roof - 10 W - Parapet 7974.25 8016.E -13 41.75 ' 10 E Eave 7981.40 8022 00 40.60 ' Roof B low _._ _ 11 W Trellis -_._ 7973.80 8015.00 41.20 .. Parra pet - _ 7981.25 8021.00 _._ _ 39.75 ' J 12 W Parapet 7976.80 8027.00 50.20 ' 12 E Parrapet 7983.50 8021.00 37.50 ' E 13 W Parapet 47.90 ' 13 E Chimney _ 7983.60 8029.00 45.40' 3 E 7979.10 8027.00 14 W Parapet 46.10 ' 14 E Eave 7983.50 8023.00 39.50 ' � 7980.90 8027.00 15 W Parapet 7981.75 8027.00 45.25 15 E Eave 7988.50 8027.00 38.50 ' levator Overrun 16 W Parapet 7980.75 8027.00 46.25 ' 16 E Eave 7989.25 8027.00 37.75 '24 Green 17 W Parapet 7985.75 8027.00 41.25 ' 17 E Eave 7989,50 8022.00 32.50 ' 37 41 E 1 Roof 18 W Eave 7984.50 8034.50 50.00 ' 18 E Eave 7989.90 8022.00 32.10 ' Green Roof 7985.80 8034.50 19 W Parapet 48.70 19 E Eave 7990.20 i 8027.00 36.80' 20 W Terrace 7990.60 8015.00 24.40 ' 20 E Eave 7990.90 I 8027.00 36.10 ' 21 W Eave 7989.60 8038.50 48.90 ' __- 21 E Eave _ _ _ 8023.00 _._ 36 90 ' 42 E Green LRr 17 E 22 W Eave 7993.30 8038.50 45.20 ' ' 22 E Chimney _ _ _. _7986.10 7985.80 8029.00 _. _ w ......-----3775--'- 43.20' ___ 36E Roof 23 _W _ Eave 7994.50 8038.50 _ 44.00 23 E Eave �24 7985.25 802_3.00 3775' 24 24 W Parapet 7994.80 8034.50 39.70' E Eave 7984.25 8023.00 38.75 ' ' 18E 25 W Chimne Y 7994.25 8044.50 50.25 ' 25 E 7982.60 8022.00 ;` ' Green . 26 W Parapet . .___ _____.. 7996_25 8034.50 .__ __ _ 38.25' __Eave 26 E Parapet 7983.40 8021.00 _39.40' 37.60' ;` l 40E DE 25E =r Roo f rJ -_ 27 W Eave 7996.50 8038.50 42,00 ' .�.r 27 E Eave _._.� _. 7983.50 8022.00 38.50 ' ' r 28 W Eave 7996.50 7 8038.50 _ __..__.. 42.00 ' __ _._. " 28 E Eave 7979.20 8022.00 42.80 ' 29 W Eave Eave _._ 7993.30 8038.50 45.20 ' 29 E Parapet 7979.20 8021.00 41.80 ' Green 2 E 19E 7992.25 8034.50 30 W Parapet 42.25 ' 30 E Eave 7978.25 8022.00 43.75 ' Roof 31 W Eave 50.70 ' 31 E Parapet 7977.75 8021.00 43.25 ' Sloped VTerrace Slo ed R of 7987.80 8038.50 32 W Eave 7987 60 8034 50 46.90 ' 32 E Parapet 7976.40 8012.00 35.60 ' Roof Green ------..• - 33 W Parapet _ - -8028 00 7987.40 40.60 ' `_` - 33 E Parapet _ _._ 7974.20 8010.50 36.30 ' Roof E 34 W Parapet 7984 10 8028.00 _..-8028.00---4-3.90 43.90 ' 34 E Eave - 7974.40 8014.50 40.10 ' Belo Chime Parapet _ 7984.10 8028 00 43.90 ' ' -j-6--E Parapet _ 7971.50 8014 50 --- - _. 43.00 _ _._ _ 33E Z9E 6E 20E 36 W Para t 7981 80 8028.00 _ 46.20 _ .. 36 E Eave 7970 30 8012 00 41 70 ' .�.-_______...__.__ 31 E 21 E 37 W Eave _ 7981 75 8016.00 l 34.25 ' ' - ___._ 37 --EEave _..__. _._... -8- __ - 7970.00 8013.00 43.00 ' 3 5 E 38 W Trellis 79$2.10 8015.00 32.90 38 E Parapet 7970.30 8010.50 40.20'- 7974,25 ! 8015,00 39 W Trellis 40,75' 39 E Parapet 7970.60 8010,50 39,90' _ -- 7980.50 8028.00 40 W Parapet 47.50 40 E Parapet ____ 7973.10 8021.00 __--- - 47.90' 34E 32E 28E, 27E 7976.25 8028.00 41 W Parapet 51.75 ' 41 E Parapet 7972.80 8021.00 48.20' _-- - 7981.75 8027.00--45.25' 42 W Trellis 42 E Parapet 7976.75 8021.00 44.25 ' 7972.00 8028.00 43 W Parapet 56.00 ' T - - - 44 W Parapet 42.40 ' Pursuant the approval resolution (i.e., Section 13 of City Council Resolution No. 52, Series; J - - 7973.60 8016.00 - - 45 W - Parapet -- 7972.00 1 8016.00 44.00 of 2009) the heights noted interpolated natural grade are measured as the maximum distance possible to the highest point or structure within a vertical verticaly from plane. The 46 W Eave 7969.25 8014.00 _ 44.7_5 ' interpolated natural grade represented is documented on Page A15. - - 47 W Parapet 7968.60 ----------- 8016.00 47.40 ' 48 W Parapet - 7965.90 8016.00 50.10 ' 49 W Parapet 7965.00 1 8002.00 37.00 ' -- 50 W Eave 7964 00 8006.00 42.00 ' A a 51 W Eave 7958.25 8006 00 47.75 m 52 W Eave 7960.75 i 8006.00 45,25 ' 53 W Eave 7962.40 8006.00 43.60 54 W Parapet 43 00 7963.00 8006.00 7962_.60 8002.00 55 W Parapet 39 40 ' I - 56 W Parapet 7962.90 8006.00 43.10 ' I r I 57 W Eave 7961.40 8006.00 44.60 ' a - 58 W Parapet 7963.30 8006.00 42.70 ' _ 59 W Pool Edge 7966.80 8015.00 48.20 ' f 60 W Pool Edge 48.90 '- 7966.10 i 8015.00 61 W Trellis 55,75 7971,25 8027,00 62 W Trellis 53,40 'Wf i 7973.60 8027,00 63 W Parapet 53.70 7974.30 8028.00 64 W Parapet pe 7988.30 8034.50 46.20 65 W Parapet 49 25 ' 8 __ 20 (Below) r _ 7985.25 8034.50 66 W Chimney 7990.25 8044.50 54.25 ' r � I 16 19 67 W Eave _ 7991.25 i 8038.50 47.25 ' 1 e a Flat of a � r - - - - - - - 68 W Eave 7993, 90 8038 50 44.60 ' Chimney __ 1t- I I -.1 ---1 Q0 Q0 1j L 00 n � '� 00 (31 00 \ „, ,,,,:;; .;;,:%.. ,,,,,,:>.,. ;w:;; :........ -,fes"i;rs=: - ,/,'ems 0 0 10 Q0 (.0 0 �0 �0 W W -p- 4�- V1 Cn a) M -.A ---j 00 W c.o � 0 0 Ln 0 Ln 0 (TI 0 Ln 0 LYI 0 to 0 Ln 0 SOUTH ASPE STIR E T Interpolated natural grade has been determined based off of the existing aerial Topographic Survey of 1957, pre development, included as Page S1. The aerial survey benchmark is 5.4 feet lower than contemporary benchmarks. The interpolated grade has been ad usted to reflect contemporary benchmark elevations. Lift One Lodge Subdivision PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District F P11 cq Pk Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks Grade . POSSFINAL PUD: Interpolated Natural 605 EAST MAIN STREET ASPEN, COLORADO 81611 0 5''4" 10'.8" 21-4 Department and City of Aspen Engineering Department requirements and approvals. 02013 ARCHITECTURE ANSCLANNN G P C 12.06.12AI",5 ( T ) 9 7 0 / 9 2 5 4755 F ) 9 7 0 / 9 2 0 2950 NORTH ROOF PLAN Q-477-=1'_0° PROPOSED WALL CONSTRUCTION TO ALIGN W/ EXIST STRUCTURE ABOVE. MAIN LEVEL 3/16"=1'-0" COMMON AREA 106 PROF SED WALL CONSTRUCTION TO A i IGN W/ EXIST STRUCTURE ABOVE. F- — — — — — — L_ EXISTING DECK I STAIRWELL I 301 DN --E DORMROOM 302 ------ ---- -- � HALLWAY �l ,.. -- BATHROOM DRESSIN 30� BATHROOM 304 303 DORMROOM 305 DORMROOM 306 EXISTING DECK 13 L DN E EXISTING DECK THIRD LEVEL BASEMENT U STAIRWELL ool MECHANICAL / STORAGE 002 — — — — — — — — — — — J 3 SEC 3/16"=1' LEGEND: EXISTING TO REMAIN PROPOSED STUD WALL CONSTRUCTION PROPOSED FOUNDATION WALL CONSTRUCTION ninT�c. 1. VERIFY ALL EXISTING DIMENSIONS IN FIELD. 2. EXISTING WINDOW OPENINGS TO HAVE INTERIORS FRAMED OVER WHERE CONFLICTS EXIST WITH PROPOSED WALLS. Lift One Lodge Subdivision / PUD Aspen, Colorado M General Note: Changes may result as a part of final Aspen Fire Protection District 7,1 POSS Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PU D: Skiers Chalet Steak House - Floor Plans 605 EAST MAIN STREET ASPEN, COLORADO 81 61 1 O 2'-8" 5'-4" 10-8 Department and City of Aspen Engineering Department requirements and approvals. O 2013 ARCHITECTURE AND PLANNING. P.0 1 2.O 6 . l 2 (T) 970 / 925 4755 (F) 970 / 920 2950 NORTH c AND ASSOCIATES B A 2 1 EAST E L EVAT I O N @47- OL T. 0. PLATE EL. 126'-10" OIL T. 0. FLOOR NEW CONSTRUCTION. FINISH TO MATCH EXISTING MATERIALS AND PATTERNS. T. 0. PLATE EL. 126'-10" OL T. 0. FLOOR EL. 117' - 10" OIL T. 0. FLOOR EL. 108' - 11" OL T. 0. FLOOR EL. 100' - 0" Ag 1 2 WEST ELEVATION OL T. 0. PLATE _ EL. 126'-10" T. 0. FLOOR EL. 117' - 10" - — IIII lowilloil111111 Fill OIL T. •. FLOOR I 1 ����1� SOUTH ELEVATION Lift One Lodge Subdivision / PUD Aspen, Colorado N General Note: Changes may result as a part of final Aspen Fire Protection District poss „ 0 2's" 5'4° 1o' -s Office of the Fire Marshall City of Aspen Building Department City of Aspen Parks FINAL PUD: Skiers Chalet Stem( House Elevations 6 0 5 EAST MAIN STREET ASPEN, COLORADO 8 1 6 11 ARCHITECTURAL 100'-0° = SITE ELEVATION 7951 Department and City of Aspen Engineering Department requirements and approvals. BLPOSSANDASOCIANG,PC©2oi3I NN12.06.12 (T) 970 / 925 4755 (F) 970 / 920 2950 MAIN LEVEL BASEMENT LEGEND: EXISTING TO REMAIN EXISTING TO BE REMOVED. PROPOSED STUD WALL CONSTRUCTION PROPOSED FOUNDATION WALL CONSTRUCTION NOTES: 1. VERIFY ALL EXISTING DIMENSIONS IN FIELD. 2. EXISTING WINDOW OPENINGS TO HAVE INTERIORS FRAMED OVER WHERE CONFLICTS EXIST WITH PROPOSED WALLS. Lift One Lodge Subdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District poss Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Skiers Chalet Lodge / Museum -Floor Plans 605 EAST MAIN STREET ASPEN, COLORADO 81 61 1 0 4 8. 16, Department and City of Aspen Engineering Department requirements and approvals.02013 BILL PARCHIOS ANDASOCIND ATES. P.C. 2.06.12 (T) 970/925 4755 (F) 970/920 2950 NORTH -------------------------------------za - EXISTING FIREPLACE FLUE ROOF PLAN EXIST DEC 0-4IRD LEVEL1- General Note: Changes may result as a part of final Aspen Fire Protection District Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks puss 605 EAST MAIN STREET ASPEN, COLORADO 81 61 1 �j 0. 4-- 8, 16' Department and City of Aspen Engineering Department requirements and approvals. (T) 970/925 4755 (F) 970/920 2950 NORTH STING ECK LEGEND: EXISTING TO REMAIN EXISTING TO BE REMOVED. PROPOSED STUD WALL CONSTRUCTION PROPOSED FOUNDATION WALL CONSTRUCTION NOTES: 1. VERIFY ALL EXISTING DIMENSIONS IN FIELD. 2. EXISTING WINDOW OPENINGS TO HAVE INTERIORS FRAMED OVER WHERE CONFLICTS EXIST WITH PROPOSED WALLS. Lift One Lodge Subdivision /PUD Aspen, Colorado F1 NAL FU U: Skiers Chalet Lodge / M useum - Floor Flans IV ARCHITECTURE AND ASSOCIATES (D 2013 ARCHITECTURE AND PLANNING, P.C. 12.06.12 M A C , II II I I ' I I I I - I I I I I I I I I I I I I I 06 T. 0. FLOOR ------- ----------------- ------- EL. 84' - 0" r ------------------------------------------------ T. 0. PLATE EL. 127-0" NORTH ELEVATION C B A T. 0. FLOOR ----�i-----------t I I , I I I , I I I I I I II I I I ��---- EL. 100' - 01, E L. 100' -0.. i -------------------------------------i-------------- I � I I I I � II I I I I I I I I I T. 0. FLOOR �----- --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I � I I I I I I , I I I � I II I I I I I I I I I II I I I I I I � T. 0. FLOOR --- Ell SOUTH ELEVATION C V1 ---------------------------------- _-J 0--Ew EST ELEVATION III I I I I I I II I I I I I I I I I I ------------------- L___J TEL. IUU'-U"-------------------------------r-------------------------------------------------------------------------------------------- I I I I I I I I I I I I I I I } I I I I i I I I T. 0. FLOOR-�L------------�--------L—---- 1----------------L ------------------------------- -- EL.84' 0" r------------------------------------------------------------------------------------------------------------------------------- 1 EAST E L EVAT I O N A B I T. 0. PLATE EL.127-0"----t--------------------=----------- , LL. LVJ -V ii --- I I I I T. 0. FLOOR I I i I I I � E L. 100' -0.. �----- --------- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I I I I I I I I � I I II I I I I I I � T. 0. FLOOR --- Ell NORTH POOLHOUSE Lj r____________________________--_-_----_, I I I I , I I I I I I I � I I I I I I ------------------------------------- -------------- I I I i I I I I , I I I I I I , I I I I � I I I I I I I � I I I I I I I � I ---- 1— —� --- SOUTH POOLHOUSE Lift One Lodge Subdivision / PUD Aspen, Colorado General Note: Changes may result as a part of final Aspen Fire Protection District poss 0 4' s' 16' Office of the Fire Marshall, City of Aspen Building Department, City of Aspen Parks FINAL PUD: Skiers Chalet Lodge / Museum - Elevations 6 0 5 EAST MAIN STREET ASPEN, COLORADO 8 1 6 1 t ARCHITECTURAL 100'-0" = SITE ELEVATION 7939 Department and City of Aspen Engineering Department requirements and approvals. BILL PDSSAND ASSOCIATES 12.06.12 ( T) 9 7 0/ 9 2 5 4 7 5 5 ( F) 9 7 0 / 9 2 0 2 9 5 0 Q 2013 ARCHITECTURE AND PLANNING, P.C.