HomeMy WebLinkAboutLand Use Case.730 E Cooper Ave.0073.2016.ASLUVICINITY MAPLOCAL JURISDICTION:THE CITY OF ASPEN130 S. GALENA STREETASPEN, CO 81611TEL (970) 429-2761CONTACT: BY DEPARTMENTARCHITECT:MODIF. ARCHITECTURE1200 W. LAKE ST. SUITE 200CHICAGO, IL 60607TEL (773) 307-8420CONTACT: STEVE COUGHLIN, RA OR ROB AVILA, RA, LEED APLANDLORD:730 E. COOPER, LLC.2001 N. HALSTED ST., SUITE 304CHICAGO, IL 60614CONTACT: MARK HUNTTEL (312) 850-1680LAND PLANNER:ROMERO MANAGEMENT, LLC.1340 MOUNTAIN VIEW DR.ASPEN, CO 81611TEL (970) 618-8880CONTACT: DWAYNE ROMEROSTRUCTURAL ENGINEER:SP ENGINEERS LTD.134 N LASALLE SUITE 1930CHICAGO, IL 60602TEL (312) 332-2800CONTACT: MEHUL SHANI, SEEARTH RETENTION ENGINEER:CTL THOMPSON, INC.234 CENTER DRIVEGLENWOOD SPRINGS, CO 81601TEL (970) 945-2809CONTACT: JAMES KELLOGG, PEMEP ENGINEER:MKK CONSULTING ENGINEERS, INC.7600 E. ORCHARD RD., SUITE 250-SGREENWOOD VILLAGE, CO 80111-2518TEL (303) 796-6000CONTACT: CRAIG WATTS, PE, LEED APCITY OF ASPEN COMMUNITY DEVELOPMENTPART 1 - ZONING REQUIREMENTSITEMISSUECHAPTER/ARTICLEORDINANCE NO. 6,2016 ALLOWANCESAPPROVEDRESOLUTIONALLOWANCESSHEETNO.REMARKSPART 2 - BUILDING REQUIREMENTS (2015 INTERNATIONAL BUILDING CODE)1.08 Cumulative Floor Area26.710.2002.35:1(16,255 SF)1.05 Building Height1.01Min. Side Yard (Original St.)Min. Side Yard (west)Min. Rear Yard (Alley)1.07 Minimum Off Street Parking2.01 Occupancy Classification302.1-MIXED - A-2, R-1, S-2 G0012.02 Height & Area Limitationsa) exception to heightTable 504.3-65'/3 Stories/72,000 S.F. 47'-11"/4 Stories/ 29,584 S.F. G001-NOT TO EXCEED 48'-0"c) exception to area506.22.03 Types of Construction602Type IVG0012.04 Mixed Occupancy SeparationsTable 508.42.05 Req. Hrs of fire resistanceTable 601Exterior Bearing WallsTable 601G001Exterior Non-Bearing WallsTable 6011 HRInterior Bearing WallsTable 601Interior Non-Bearing WallsTable 601Primary Structural FrameTable 601Roof Construction and SecondaryMembersTable 6012.07 Fire Resistive Rqmnts701a) Fire Walls Construction706N/AN/Ab) Parapets705.11.1N/AN/Ac) Stairway Enclosures1023.22 HRS2 HRSd) Elevator Enclosures713e) Enclosure of wells & chutes713N/AN/Af ) Interior Wall & Clng finishes803.1Class B/CCOMPLIANT2.08 Fire Protection Systems901a) Sprinkler Systems901COMPLIANTPART 3 - EXIT REQUIREMENTS3.01 Applicability1003.1Must ComplyCOMPLIANT3.02 Max. F.A. per occupantTable 1004.1.2VARIESVARIES3.03 Minimum No. of ExitsTable 1006.3.123.04 Exit access travel distanceTable 1017.2 200'-0" MAXa) Increase permittedTable 1017.2 250'-0" MAXN/Ab) Dead end corridor1020.450'-0"3.05 Capacity of Exits1005.2" (DOORS) .3" (STAIRS)COMPLIANTMinimum width of Exits1005.132"Swing of Exit Doors1010.1.2.1COMPLIANTHardware1010.1.9.1COMPLIANTRevolving Doors1010.1.4.1N/ALandings1010.1.6COMPLIANTHandrails1011.11COMPLIANTConstruction1011.7COMPLIANTEnclosures1023.2COMPLIANTHeadroom1011.36'-8" MIN.0'PROJECT DATASCOPE OF WORKAPPLICABLE CODESZONING DATATOTAL GROSS FLOOR AREA:TOTAL ACTUAL PARKING:CL/PD - COMMERCIAL LODGE / PLANNED DEVELOPMENTSITE DEVELOPMENT DATACONSTRUCTION TYPE:OCCUPANCY CLASSES:FIRE PROTECTION SYSTEM:BUILDING HEIGHT:GROUND FLOOR:EXTERIOR BEARING WALLS:BUILDING DATA32,864 S.F.24 SPACES (VALET, BELOW GRADE)TYPE IV, NEW CONSTRUCTION,FULLY SPRINKLEREDA-2 ASSEMBLY, R-1 HOTEL (TRANSIENT),S-2 PARKING GARAGESPRINKLER SYSTEM,CODED SIGNAL SENDING SYSTEM47'-11" (MEASURED PER 2015 IBC)4,368 S.F.NONECONSTRUCTION OF A NEW, FREE-STANDING LODGING BUILDING.SCOPE OF WORK IS TO INCLUDE SITE IMPROVEMENTS.BUILDING CODE: INTERNATIONAL BUILDING CODE 2015MECHANICAL: INTERNATIONAL MECHANICAL CODE 2015PLUMBING: INTERNATIONAL PLUMBING CODE 2015ELECTRICAL: NATIONAL ELECTRICAL CODE 2014ACCESSIBILITY: ICC/ANSI A117.1 2003ENERGY: INTERNATIONAL ENERGY CONSERVATION CODE 2015FIRE CODE: INTERNATIONAL FIRE CODE 2015FUEL GAS: INTERNATIONAL FUEL GAS CODE 2015FIRE SUPPRESSION/DETECTION SYSTEM DRAWINGS AND CALCULATIONSWILL BE SUBMITTED TO THE BUILDING DEPARTMENT AND THE ARCHITECTFOR REVIEW AFTER THE JOB HAS BEEN AWARDED TO A GENERALCONTRACTOR. AT THAT TIME, THE FIRE SUPPRESSION CONTRACTORAWARDED THE JOB WILL PREPARE AND SUBMIT FOR REVIEW COMPLETEDRAWINGS AND CALCULATIONS IN COMPLETE COMPLIANCE WITH THECITY OF ASPEN, CO.2.06Exterior Wall Fire Resistance Rating Table 602Exception 4 - Class B roof covering.g) Shaft Enclosures 7132 HRS 2 HRS2 HRS2 HRSCOMPLIANTN/ACOMPLIANTFIRE SUPPRESSION NOTEBASED ON A-2 OCCUPANCYb) exception to no. of stories 504.4 4 Stories4 Stories--N/ANorth and West Walls1 HRN/AN/A N/AHT HTHT HT1 HR 1 HRREQUIREDAuto Sprinkler Systemh) Group R-1 Separation Walls420i) Group R-1 Horizontal Separation4201 HR 1 HRj) Corridors Table 1020.1 A-2 = 0 HRS, R-1 = 1/2 HRA-2 = 0 HRS, R-1 = 1/2 HR Auto Sprinkler System1 HR 1 HRk) Elevator Lobby 3006l) Combustable Materials on Exterior Walls 1406-COMPLIANTFloor Construction Table 601/10282 HRS at Exit Discharge LevelCIVIL ENGINEER:SOPRIS ENGINEERING, LLC.502 MAIN STREET, SUITE A-3CARBONDALE, CO 81623TEL (970) 704-0311CONTACT: YANCY NICHOL, PENonseparated OccupanciesAs Req'd by Sec. 420 As Req'd by Sec. 420LANDSCAPE ARCHITECT:CONNECT ONE DESIGN0123 EMMA ROAD, SUITE 200BASALT, CO 81612TEL (970-379-7869)CONTACT: GYLES THORNELYPROJECTLOCATIONDRAWING LIST3D PERSPECTIVE VIEWCOOPER AVE.ORIGINAL ST.2 Lower Levels1 HR 1 HRHT HTCOMPLIANTCOMPLIANTCOMPLIANTNorth and West WallsSec 601, Table 601 footnote c. In all occupancies, heavy timbershall be allowed where a 1hr or less fire-resistance is req'd.BASE LODGE26.710.20026.710.20026.710.20026.710.20026.710.2005'----Min. Front Yard (Cooper St.)26.710.200 0'CODE REQUIREMENT ACTUAL1.06 Public Amenity26.710.200Lodge Floor Area 26.710.200 1.9:1 (13,150 SF)1.10 Average Lodge Unit Size26.710.200Lodge Net Livable Area 26.710.200Commercial Floor Area26.710.200Commercial Net Leasable Area26.710.200Number of Lodge Units/Bedrooms26.710.2001.021.031.041.091.111.121.131.1435'-6" TOP OF 3RD FLOOR PARAPETON CORNER OF COOPER AVE. ANDORIGINAL ST. REMAINING PORTIONSOF BUILDING NOT TO EXCEED 38'.ELEVATOR NOT TO EXCEED 48',WHEN SETBACK ACCORDING TO26.575.0200'CL ZONE PERMITS 2:1 LODGE FAR3,910 SF ON SITE, PLUS 2,702 SFOFF-SITE AS SHOWN IN THISAPPROVED PLAN SET.APPROX. 201 SF7,784 SF0.42:1 (2,922 SF)2,360 SF38 UNITS/40 BEDROOMS/68 PILLOWS0'5'0'0'CL ZONE PERMITS A 0' SETBACK35'-6" TOP OF 3RD FLOOR PARAPETON CORNER OF COOPER AVE. ANDORIGINAL ST. REMAINING PORTIONSOF BUILDING NOT TO EXCEED 38'.ELEVATOR NOT TO EXCEED 48',WHEN SETBACK ACCORDING TO26.575.020CL ZONE PERMITS 38-40', PLUS STANDARDHEIGHT EXEMPTIONS OF SECTION 26.575.020.EXCEPT AS NOTED, THE PROJECT IS SUBJECTTO THE MEASUREMENT METHODOLOGY ANDEXEMPTIONS IN THE LAND USE CODE AT THETIME OF LAND USE SUBMISSION.MINOR ADJUSTMENTS TO THE DIMENSIONS THATDO NOT EXCEED THE ALLOWANCES OFORDINANCE 6 MAY BE APPROVED THROUGHBUILDING PERMIT REVIEW.APPROXIMATELY 6,782 SF AND ASSHOWN ON PLANS IN EXHIBIT B OFORDINANCE 6.2323CL ZONE REQUIRES 21.36 PARKING SPACES.2.49:1(17,260 SF)CL ZONE PERMITS 2.5:1 CUMULATIVE FAR1.74:1 (12,050 SF)APPROX. 200 SF, MINOR CHANGESALLOWED PER SECTION 1 OF ORD. 67,784 SF0.66:1 (4,592 SF) CL ZONE PERMITS 1:1 COMMERCIAL FAR2,478 SF40 UNITS/40 BEDROOMS/80 PILLOWSScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.As indicated7/24/2016 8:40:06 AMASPEN, COG−0012016−0035−3−16COVER SHEET730 E. COOPER AVE.730 EAST COOPER AVENUEASPEN, COSHEET #TITLE1-TITLEG-001 COVER SHEET2-SURVEYSE-S-1.0 ISP VICINITY MAP, NOTES, AND CERTIFICATESSE-S-1.1 ISP - EXISTING CONDITIONS AND TOPOGRAPHY3-CIVIL ENGINEERINGSE-C-1.0 SITE PLANSE-C-2.0 SITE DEMOLITION PLANSE-C-3.0 GRADING PLANSE-C-4.0 UTILITY PLANSE-C-5.0 PRE AND POST BASIN DELINEATIONSE-C-6.0 PERFORMANCE GUARANTEE - LANDSCAPESE-C-6.1 PERFORMANCE GUARANTEE - PUBLIC FACILITIES &INFRASTRUCTURESE-C-6.2 PERFORMANCE GUARANTEE - STORMWATER & DRAINAGETIA TIA EXHIBIT4-LANDSCAPE ARCHITECTUREL1.0 EXISTING SITE CONDITIONSL1.1 TREE ANALYSIS STUDYL2.0 LANDSCAPE SITE PLANL4.0 PLANTING PLAN - STREET LEVELL4.1 PLANTING PLAN - ROOF LEVELL5.0 LANDSCAPE DETAILS - VEG. ROOFL5.1 LANDSCAPE DETAILS - VEG. WALL5-ARCHITECTURALPA-1 EXISTING PUBLIC AMENITYEC-1 EXISTING FLOOR PLANEC-2 EXISTING FLOOR PLANEL-1 EXISTING LODGINGPA-2 PROPOSED PUBLIC AMENITYPA-3 PROPOSED PUBLIC AMENITY - ROOFA-100 PROPOSED LOWER LEVEL 2 FLOOR PLANA-101 PROPOSED LOWER LEVEL 1 FLOOR PLANA-102 PROPOSED MAIN LEVEL FLOOR PLANA-103 PROPOSED SECOND LEVEL FLOOR PLANA-104 PROPOSED THIRD LEVEL FLOOR PLANA-105 PROPOSED ROOF TERRACE PLANFAR-1 FAR CALCULATIONSFAR-2 FAR CALCULATIONSFAR-3 FAR CALCULATIONSNL-1 NET LIVABLE PLANSNL-2 NET LIVABLE PLANSNL-3 NET LIVABLE PLANSA-200 PROPOSED EXTERIOR ELEVATIONSA-201 PROPOSED EXTERIOR ELEVATIONSA-230 PROPOSED SIGNAGE ELEVATIONA-240 PROPOSED OUTDOOR LIGHTINGA-250 EXTERIOR LIGHTING CALCULATIONSA-310 PROPOSED EXTERIOR WALL SECTIONSA-320 PROPOSED EXTERIOR MATERIALS7-STRUCTURALS1.1 STRUCTURAL GENERAL NOTESS2.1 FOUNDATION AND BASEMENT LEVEL 2 PLANS2.2 BASEMENT LEVEL 1 FRAMING PLANS2.3 FIRST FLOOR FRAMING PLANS2.4 SECOND AND THIRD FLOOR FRAMING PLANS2.5 ROOF AND UPPER ROOF FRAMING PLANGrand total: 50APPROVED PLAN SETNO. DATE BYDESCRIPTION
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x xxxxxxxxxxxxxx11.00'PROPOSED PARKINGPROPOSED LOADING & UNLOADINGPROPOSED PARKINGPROPOSED LOBBYENTRANCEPROPOSED RETAIL BENTRANCEPROPOSED RETAIL AENTRANCECOURTYARD
5.00' PERMEABLE
PAVERS
5.00'
LANDSCAPE
AREA
8.00' PEDESTRIAN
CORRIDOR
2.00'
GUTTER
PAN
PROPO
S
E
D
PARKIN
G
PROPOSED
ASPHALT
REPLACEMENT
PROPOSED ADA CROSS WALKS
WITH DETECTABLE WARNING
11.00'
5.00'
8.00'
22.00'
38.00'
4.50'
8.00' PEDESTRIAN
CORRIDOR BIKE LANETRAVEL LANETRAVEL LANEBIKE LANEPARKINGPROPOSED 14 STATION
WE-CYCLE FACILITY
8.00' PARALLEL
PARKING
11.00'
TRAVEL LANE
11.00'
TRAVEL LANE
18.00' EXISTING
DIAGNOL PARKING
PROPO
S
E
D
PARKIN
G
5.00'
8.00'
PROPOSED
FLUSH CURB
PROPOSED 6"
VERTICAL CURB
PROPOSED 6"
VERTICAL CURB
22.00'
22.00'
PROPOSED
ALLEY
ENTRANCE
EXISTING COTTON WOOD TREE TO BE
PROTECTED, CONTRACTOR TO INSTALL
TREE GRATE, SEE LANDSCAPE PLAN FOR
ALL PLANTING AND TREE DETAILS
22.00'
22.00'
RELOCATED
EXISTING STOP
SIGN
RELOCATED
HIGHWAY SIGNS ORIGINAL STREETEAST CO
O
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730 E. COOPER AVENUE
NORA D. KELLY TRUST
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76.18' ORIGINAL
STREET R.O.W.
73.70' E. COOPER
R.O.W.
LOT R
LOT S
LOT Q
LOT P
LOT H
LOT I
LOT G
HWY
8
2
/
E
A
S
T
COOP
E
R
A
V
E
PROPOSED
BUILDING ROOF
PROPOSED
BUILDING ROOF
PROPOSED
BUILDING OUTLINE
PROPOSED
BUILDING OUTLINE
APPROX LOCATION OF
PROPOSED TREES (TYP)
SEE LANDSCAPE PLANS
APPROX LOCATION OF
PROPOSED TREES (TYP)
SEE LANDSCAPE PLANS
PROPOSED CAR
ELEVATOR
PROJECT BENCHMARK
FOUND #5 REBAR AND
1.25" PLASTIC CAP
L.S. #15198
ELEV = 7933.78
LEFT TURN MOVEMENT
ONTO PROPOSED CAR
ELEVATOR. SEE PROFILE
FOR CAR ON THIS SHEET.
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R29.00'
R2.00'
R2.00'
R15.00'
R10.00'
R10.00'
R15.00'
APPROX
LOCATION OF
EXISTING TREES
2.00'
GUTTER
PAN
PROPOSED
SNOWMELT
CONCRETE
PROPOSED VEGETATED
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LANDSCAPE DRAWINGS
FOR SIZE AND MATERIAL
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243SITE PLANJOB NO.
SHEET SE-C-1.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYCITY OF ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
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PROPOSED SIGN
PROPOSED LEGEND
EXISTING LEGEND
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING WIRE FENCE
EXISTING ROCK WALL
PROPOSED ASPHALT PAVEMENT
PROPOSED CONCRETE/SIDEWALK
PROPOSED PAVERS
G:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-SITE.dwg
SE-C-1.0........................SITE PLAN
SE-C-2.0........................SITE DEMOLITION PLAN
SE-C-3.0........................GRADING PLAN
SE-C-4.0........................UTILITY PLAN
SE-C-5.0........................PRE AND POST BASIN DELINEATION
CIVIL SHEET LEGEND
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATIONLock to Lock Time
Width
Track
:
:
:
feet
Composite Passenger Vehicle
6.0
6.33
6.33
9.423.00
16.75
Steering Angle 26.4:
PROPOSED SNOWMELT CONCRETE
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XGAS
XGAS
XGAS
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XUTxxxxxxX CONTRACTOR TO
REMOVE EXISTING
TREE
CONTRACTOR TO REMOVE
AND RELOCATE EXISTING FIRE
HYDRANT. SEE UTILITY PLAN
C4.0 FOR DETAILS
CONTRACTOR
TO REMOVE ALL
GAS METERS
CONTRACTOR TO REMOVE
ELECTRIC METERS
CONTRACTOR TO SAW CUT
ASPHALT TO NEAT CLEAN EDGE
CONTRACTOR TO SAW
CUT ASPHALT TO NEAT
CLEAN EDGE (TYP.)
X
CONTRACTOR TO REMOVE
EXISTING "NO PARKING
ANYTIME" SIGN
XX
X
CONTRACTOR TO REMOVE
AND RELOCATE EXISTING HWY
82, PUBLIC PARKING, SCENIC
BYWAY AND STOP SIGN
CONTRACTOR TO REMOVE
EXISTING "NO PARKING
ANYTIME" SIGN
X CONTRACTOR TO REMOVE
EXISTING "NO PARKING
ANYTIME" SIGN
X
CONTRACTOR TO REMOVE
AND REPLACE EXISTING
"ONE WAY" SIGN
X
CONTRACTOR TO REMOVE
AND REPLACE EXISTING
PARKING SIGN
XCONTRACTOR TO REMOVE
EXISTING "BUCKHORN ARMS
BLDG" SIGN
CONTRACTOR TO
REMOVE EXISTING
LANDSCAPE WALL
CONTRACTOR TO REMOVE
EXISTING BUCKHORN
ARMS BLDG AS WELL AS
ALL STAIRWAYS, ROOFS,
AND OVERHANGS.
CONTRACTOR TO SAW
CUT ASPHALT TO NEAT
CLEAN EDGE (TYP.)
EXISTING ASPHALT TO BE REMOVED
AND REPLACED TO INSTALL ELECTRIC
CONDUIT TO PROPOSED 3 PHASE
TRANSFORMER AT 730 E. COOPER.
SEE UTILITY PLAN C4.0 FOR DETAILS
EAST C
O
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A
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E ORIGINAL STREETxxxxxxxxxxxxxxxCONTRACTOR TO ABANDON
EXISTING WATER SERVICE AT
MAIN PER C.O.A.
SPECIFICATIONS AND
REQUIRMENTS
CONTRACTOR TO REMOVE
EXISTING CURB TO NEAREST
JOINT FOR INSTALLATION OF
PROPOSED CURB INLET
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243SITE DEMOLITION PLANJOB NO.
SHEET SE-C-2.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYCITY OF ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
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G:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-DEMO.dwg
GENERAL SITE DEMOLITION NOTES:
1. EXISTING CONDITIONS BASED UPON ISP SURVEY PERFORMED BY SOPRIS ENGINEERING LLC.
DATE OF SURVEY DEC-JANUARY 2015-2016.
2. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS,
LOCATES, OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD
LOCATIONS IN SOME INSTANCES. THESE UTILITIES, AS SHOWN, MAY NOT REPRESENT
ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT
ALL UTILITY COMPANIES FOR FIELD LOCATION OF UTILITIES PRIOR TO CONSTRUCTION.
3. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS
SERVICE THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE
RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED
BY THE CONSTRUCTION.
4. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE SITE
BOUNDARIES AND SPECIFIED RIGHT OF WAY. THE CONTRACTOR SHALL NOT OPERATE
OUTSIDE THIS AREA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR
DEVELOPMENT REPRESENTATIVES.
5. CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY
COMPANIES PRIOR TO CONSTRUCTION. ALL UTILITY WORK SHALL BE IN ACCORDANCE WITH
THE RULES AND REGULATIONS OF THE UTILITY PROVIDER.
EXISTING STORM SEWERXSDXSD
EXISTING PROPERTY LINE
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING ELEC, TELE, CABLE, GASXETCGXETCG
EXISTING GAS
XETC XETC
EXISTING TELEPHONE
XGAS XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
EXISTING ELEC, TELE, CABLE
XUT XUT XUT
XEL XEL XEL
XTV XTV XTV
XSA XSA
PROPOSED SAWCUT LINE (LIMIT OF DISTURBANCE)
DEMO LEGEND
ABANDON EXISTING UTILITIESxx
ASPHALT REMOVAL
CURB REMOVAL
SIDEWALK/CONCRETE REMOVAL
LANDSCAPE WALL REMOVAL BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
SURVEY SITE
2706.59 SQ FT
0.06 ACRES
x
x xxxxxxxxxxx3.2%2.0%2.0%3.2%5.2%0.8%
2.0%
3.5%
2.0%
0.6%
2.0%
2.0%
6.3%
1.0%
0.4%2.7%2.0%2.1%1.5%4.3%0.9%
5.0%1.8%4.6%1.6%3.0%2.0%
5.2%2.0%2.0%
2.0%0.0%2.0%
2.5%4.5%2.0%
0.9%
2.0%2.0%5.0%2.0%2.4%2.0%
0.5%0.5%1.9%5.0%
4.7%
3.6%3.6%5.0%5.0%5.0%5.0%2.0%4.3%4.5%9.5%5.0%5.0%2.0%
0.
0
%
10.4%0.0%2.0%1.9%3.1%7.2%3.0%1.6%1.7%8.3%2.0%4.4%0.7%2.0%2.0%
2.0%
0.0%0.2%2.2%
PROPOSED AREA DRAIN
FOR COURTYARD SIZE
AND FINAL LOCATION
TBD
PROPOSED DRYWELL IN BASEMENT.
DRYWELL FOR WATER QUALITY AND
TO CAPTURE AND PUMP OUT 10 AND
100 YEAR STORMS. FINAL SIZING
AND CALCULATIONS TBD
PROPOSED PRESSURE PIPE TO
DISCHARGE 100 YEAR STORM
EVENTS FROM BASEMENT DRYWELL
INTO PROPOSED INLET AND C.O.A.
STORM SYTEM FINAL SIZING TBDPROPOSED
PERMEABLE
PAVERS
EX STORM INLET
RIM=7936.10'
INV IN (S) 36" CMP=31.16'
INV OUT (N) 36" CMP=31.08'
EX STORM MH
RIM=7936.10'
INV IN (S) 36" CMP=31.16'
INV OUT (N) 36" CMP=31.08'
PROPOSED STORM INLET TO BE
PLACED ON 36" STORM SEWER
ASSUMED INVERT=7928.45.
CONTRACTOR TO VERIFY EXISTING
INVERT PRIOR TO CONSTRUCTION.
PROPOSED HDPE PIPE TO BE MIN
DEPTH OF COVER OF 3' SIZE TBD
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243SITE GRADINGJOB NO.
SHEET SE-C-3.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYCITY OF ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
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DRAINAGE DIRECTION/SLOPE
SPOT ELEVATION
EXAMPLE: TOP OF CONCRETE @ 7900.00' =
BOW = BOTTOM OF WALL
EOA = EDGE OF ASPHALT
EX = EXISTING GRADE
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
HP = HIGH POINT
LP = LOW POINT
MATCH EX = MATCH EXISTING
RIM = RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
SPOT ELEVATION LEGEND
2.0%
G:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-GRD.dwg
FINAL GRADING & DRAINAGE NOTES:
1. EXISTING CONTOURS ILLUSTRATED HEREIN ARE AT 1 FT INTERVAL.
2. PROPOSED CONTOURS ARE AT 0.5' INTERVALS.
3. GRADE LANDSCAPE AND HARDSCAPE SURFACES AROUND BUILDING PERIMETER AS NEEDED TO PROVIDE POSITIVE
DRAINAGE AWAY FROM EXTERIOR WALLS. SURFACE RUNOFF TO BE DIRECTED TO STORMWATER
TREATMENT/DETENTION FACILITIES AS DESCRIBED WITHIN PLANS & ASSOCIATED DRAINAGE STUDY INCLUDED WITHIN
BUILDING PERMIT APPLICATION.
4. CONTRACTOR TO VERIFY GRADES ACROSS SITE TO INSURE THAT THE INSTALLATION OF THE DRAINAGE
IMPROVEMENTS ARE IN COMPLIANCE WITH THE INTENT OF THE DESIGN RECOMMENDATIONS ILLUSTRATED HEREIN
AND ON THE DRAINAGE PLAN. THE ENGINEER OF RECORD SHOULD BE MADE AWARE OF ANY EXISTING GRADES THAT
MAY IMPEDE THE CONSTRUCTION OF THE GRADING AND DRAINAGE IMPROVEMENTS.
5. ROOF DRAIN SYSTEM BY OTHERS.
6. THIS PROPERTY IS SITUATED IN ZONE "X" (AREA DETERMINED TO BE OUTSIDE THE 500-YEAR FLOOD PLAIN) AS SHOWN
ON THE FLOOD INSURANCE RATE MAP PREPARED BY F.E.M.A. FOR PITKIN COUNTY COLORADO, COMMUNITY-PANEL
NUMBER 08097C0204 C, EFFECTIVE DATE: JUNE 4, 1987.
7. INSTALL INLET PROTECTION AT ALL INLETS.
8. AT ALL TIMES DURING CONSTRUCTION AND UNTIL FINAL COMPLETION AND ACCEPTANCE OF THE WORK, THE
CONTRACTOR SHALL PREVENT THE FORMATION OF ANY AIRBORNE DUST NUISANCE IN SUCH A MANNER THAT IT WILL
CONTAIN DUST PARTICLES TO THE IMMEDIATE AREA OF THE WORK. THE CONTRACTOR MUST PERFORM SUCH
TREATMENT WITHIN 2 HOURS AFTER NOTIFICATION BY THE CITY THAT AN AIRBORNE DUST NUISANCE EXISTS.
9. THE CONTRACTOR MUST IMPLEMENT BEST MANAGEMENT PRACTICES (BMP's) TO MINIMIZE THE TRANSPORTATION OF
SEDIMENT BEYOND THE LIMITS OF DISTURBANCE.
10. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS TO THE AREA WITHIN THE LIMITS OF
DISTURBANCE, THE CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR CONSENT OF THE
PROPERTY OWNER INVOLVED.
11. ALL EXISTING AND PROPOSED GATE VALVES AND MANHOLE COVERS MUST BE ADJUSTED SUCH THAT THE TOP IS SET
1 2" BELOW FINAL GRADE.
12. COMPACTION IN EXCAVATED AREAS SHALL BE 95% MODIFIED PROCTOR DENSITY.
13. THE UTILITIES AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE RESPONSIBILITY OF THE
CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATIONS OF UTILITIES PRIOR TO CONSTRUCTION.
14. ALL SPOT ELEVATIONS AND GRADING CONCEPTS SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION. ANY
DEVIATIONS SHALL BE COORDINATED WITH THE ENGINEER OF RECORD AND LANDSCAPE ARCHITECT.
15. NO CROSS CONNECTIONS BETWEEN FOUNDATION DRAINS AND SURFACE DRAINS SHALL BE PERMITTED.
16. THE PUBLIC PEDESTRIAN AREAS HAVE BEEN DESIGNED PER THE AMERICAN'S WITH DISABILITIES ACT (ADA)
STANDARDS. THE MAIN PEDESTRIAN CORRIDORS HAVE BEEN DESIGNED W/ A MAX CROSS SLOPE OF 2.0%. THE
CONTINUOUS LONGITUDINAL SLOPES AREA ALL LESS THAN THE MAX, 5% SLOPE. HAND-I-CAP RAMPS SHALL BE
CONSTRUCTED W/ ADA AND C.O.A. STANDARDS.
PROPOSED CONTOUR
PROPOSED CONTOUR INTERVAL
PROPOSED STORM SEWER
EXISTING CONTOUR
EXISTING CONTOUR INTERVAL
EXISTING STORM SEWERXSDXSDXSDXSD
EXISTING EASEMENT
EXISTING PROPERTY LINE
PROPOSED UNDERDRAIN>>>>
PROPOSED SAWCUT LINE (LIMIT OF DISTURBANCE)
GRADING & EROSION CONTROL LEGEND
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXGASXEL
XEL
XEL
XEL
XE
L
XELXELXEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXELXELXEL
XFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOX
FO
X
F
O
X
F
O
X
F
O
X
FO
X
FO
X
FO
X
FOXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTV XTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXTVXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXFOXWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL
XWL XWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWLXWL
XWL
XWL
XWL
XWLXWLXWLXWLXWLXWLXWLXWLXWLXSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XSA
XTV
XTV
XTV
XTV
XTV
XT
V
XTVXTVXUTXUTXUTXUTXUTXUTXUTXUT
XUT
XUT
XUT
X
U
T
X
U
T
XU
T
XUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUT
XUT
XUT
XUTXUTXUT
XUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTXUTX
U
T
X
U
T
X
U
T
XU
T
XU
T
XU
T
XU
T
XU
T
X
U
T
X
U
T
X
U
T
XU
T
XU
T
XU
T
XU
T
XUT
XUT
XUT
XUT
XUT
XU
T
XU
T
XUTXSAXSAxxxxxxWLSVCUTVUTVUTVUTVUTVUTVFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELTELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELUELGASGASGASGASGASUELUELUELUELUELUELUELUELUELUELUELUELU
E
L
U
E
L
UEL
UEL
UEL
UEL
UEL
UEL
UEL
UEL UELUELUELUELUELUELUELUELUELUELCONNECT PROPOSED GAS LINE TO
EXISTING 4" PE LINE. CONTRACTOR
TO COORDINATE WITH SOURCE
GAS FOR INSTALLATION
CONTRACTOR TO CAP
AND PLUG EXISTING 3/4"
PE LINE GOING INTO
EXISTING BUILDING
CONTRACTOR TO LOCATE
EXISTING SEWER STUB OFF NEW
10" SEWER MAIN. EXISTING
STUB IS WEST OF MH C4-2-1.
EXISTING SEWER SERVICE EAST OF
MH C4-2.1, TO BE ABANDONED AT
THE MAIN PER ASPEN CONSOLIDATED
SANITATION DISTRICT STANDARDS
AND SPECIFICATIONS
CONTRACTOR TO LOCATE EXISTING
SWITCH CABINET AND 3 PHASE
TRANSFORMER. CONTRACTOR TO
COORDINATE WITH CITY OF ASPEN
ELECTRIC DEPARTMENT FOR
CONNECTION, AND INSTALLATION OF
PROPOSED 3 PHASE POWER
CONTRACTOR TO INSTALL (2) 4"
CONDUITS (1) FROM EXISTING
SWITCH CABINET AT WEST END OF
ALLEY AND (1) FROM 3 PHASE
TRANSFORMER ALSO AT WEST END
OF ALLEY
CONTRACTOR TO INSTALL
7'X7' VAULT AND 3 PHASE
TRANSFORMER
CONTRACTOR TO LOCATE EXISTING
TELECOMMUNICATIONS MH.
CONTRACTOR TO INSTALL (1) 4"
CONDUIT AND (1) 2" CONDUIT FOR
CENTURY LINK TELEPHONE AND
FIBER OPTIC TO PROPOSED BASE 1
BUILDING. CONTRACTOR TO
COORDINATE W/ CENTURY LINK
CONTRACTOR TO LOCATE
EXISTING COMCAST CABLE
PEDESTAL. CONTRACTOR TO
COORDINATE WITH COMCAST
TO SPLICE AND RELOCATE
EXISTING PEDESTAL
PROPOSED RELOCATION OF
EXISTING COMCAST
PEDESTAL
PROPOSED ELECTRIC
METER, TELEPHONE,
CABLE AND FIBER
PEDESTAL
PROPOSED
GAS METER
CONTRACTOR TO LOCATE EXISTING WATER MAIN AND
COORDINATE WITH COA WATER DEPARTMENT FOR
INSTALLATION OF TAP; INSTALL 4" DIP WATER SERVICE
PER COA WATER DEPARTMENT STANDARDS
CONTRACTOR TO RELOCATE
EXISTING FIRE HYDRANT
SOUTH TO PROPOSED
LOCATION
EXISTING
TELECOMMUNICATION
VAULT TO REMAIN
SECONDARY ELECTRIC
TO FEED OUTLETS AT
BASE OF PROPOSED
STREET TREES
SMH C-4-2.1
RIM=7930.32'
INV IN (E) 12" PVC=7923.81'
INV OUT (W) 12" PVC=7923.72'
SMH
RIM=7927.77'
INV IN (E) 12" PVC=7921.43'
INV OUT (W) 12" PVC=7922.19'
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243SITE UTILITY PLANBASE LODGE / 730 E. COOPER AVENUEJOB NO.
SHEET SE-C-4.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYCITY OF ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSISSUE FOR RECORDATIONKnow what's
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G:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-UTIL.dwg
PROPOSED WATER VALVE
PROPOSED CURB STOP
PROPOSED GAS METER/VALVE
PROPOSED ELECTRIC TRANSFORMER
PROPOSED ELECTRIC METER
PROPOSED TELEPHONE PEDESTAL
PROPOSED CATV PEDESTAL
PROPOSED SEWER CLEANOUT
PROPOSED LIGHT POLE
PROPOSED SIGN
PROPOSED STORM INLET
PROPOSED GAS
PROPOSED TELEPHONE
GAS GAS
PROPOSED UNDERGROUND ELECTRIC
PROPOSED CABLE
PROPOSED STORM SEWER
TEL TEL
UEL UEL
UTV UTV
EXISTING ELECTRIC MANHOLE
EXISTING DRAINAGE DRY-WELL
EXISTING SEWER MANHOLE
EXISTING TELEPHONE MANHOLE
EXISTING UTILITY MANHOLE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING CURB STOP
EXISTING GAS METER
EXISTING ELECTRIC TRANSFORMER
EXISTING ELECTRIC METER
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING SEWER CLEANOUT
EXISTING LIGHT POLE
EXISTING SIGN
EXISTING STORM INLET
EXISTING STORM SEWER
EXISTING EASEMENT
EXISTING PROPERTY LINE
EXISTING WATER MAINXWLXWL
EXISTING SANITARY SEWER MAIN
EXISTING GAS
EXISTING TELEPHONE
XGAS XGAS XGAS
EXISTING UNDERGROUND ELECTRIC
EXISTING CABLE
XUT XUT XUT
XEL XEL XEL
XTV XTV XTV
XSA XSA
PROPOSED UNDERDRAIN>>>>
1. ALL MINIMUM DEPTHS, SEPARATION DISTANCES, MATERIALS AND/OR USE OF CONDUIT SHALL BE
CONFIRMED AND COORDINATED WITH THE UTILITY PROVIDER.
2. ALL UTILITY LINES AND/OR CONDUITS TO BE BACKFILLED WITH SUITABLE MATERIAL FREE OF ROCKS >1
86(&/$66$**5(*$7(%$6(0$7(5,$/)25%('',1*$1'2568,7$%/(216,7(0$7(5,$/
INSTALL PER UTILITY PROVIDER SPECIFICATIONS. BACKFILL TRENCHES WITH SUITABLE ONSITE
MATERIALS. MINIMUM COMPACTION 95% IN PAVED AREAS.
3. GAS AND ELECTRIC TO BE INSTALLED IN SEPARATE TRENCHES. SEWER SERVICES TO BE INSTALLED A
MINIMUM 10' FROM WATER SERVICES AS FEASIBLE. COMMUNICATIONS MAY BE INSTALLED IN COMBINED
TRENCHES PER CONSTRUCTION FEASIBILITY AS LONG AS MINIMUM SEPARATION DISTANCES AND
DEPTHS OF BURY ARE MAINTAINED. INSTALL WARNING TAPE OVER ALL UTILITY LINES.
UTILITY SERVICE MINIMUM DEPTH
WATER--------------------------------7.0'
SEWER--------------------------------5.0'
ELECTRIC----------------------------4.0'
CABLE TV----------------------------3.0'
PHONE--------------------------------3.0'
GAS----------------------------------- 3.0'
1. CONTRACTOR TO COORDINATE ABANDONMENT, RELOCATION, AND BURIAL OF THE EXISTING UTILITIES
WITH THE UTILITY PROVIDERS. CONTRACTOR TO PROVIDE ALL TRENCHING, BEDDING, AND BACKFILL
WORK NECESSARY FOR UTILITY RELOCATION.
2. THE CONTRACTOR SHALL CONTAIN HIS CONSTRUCTION OPERATIONS WITHIN THE LIMITS OF
CONSTRUCTION. CONTRACTOR SHALL NOT OPERATE OUTSIDE THIS AREA WITHOUT THE PRIOR
CONSENT OF THE PROPERTY OWNER(S) INVOLVED.
3. THE LOCATIONS OF UNDERGROUND UTILITIES HAVE BEEN PLOTTED BASED ON UTILITY MAPS, LOCATES
OR OTHER INFORMATION PROVIDED BY UTILITY COMPANIES AND ACTUAL FIELD LOCATIONS IN SOME
INSTANCES. THESE UTILITIES, AS SHOWN MAY NOT REPRESENT ACTUAL FIELD CONDITIONS. IT IS THE
RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES FOR FIELD LOCATION OF
UTILITIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR TO POTHOLE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION TO VERIFY
LOCATION, SIZE AND DEPTH OF UTILITIES AND TIE IN POINTS.
5. ALL UTILITIES, BOTH UNDERGROUND AND OVERHEAD, SHALL BE MAINTAINED IN CONTINUOUS SERVICE
THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND
LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF, SERVICES CAUSED BY THE CONSTRUCTION.
6. CONTRACTOR TO COORDINATE ALL UTILITY LINEWORK WITH THE RESPECTIVE UTILITY COMPANY
PRIOR TO CONSTRUCTION.
7. ALL SITE AND UTILITY WORK SHALL BE IN COMPLIANCE WITH CITY OF ASPEN RULES & REGULATIONS A
PRE-CONSTRUCTION MEETING IS REQUIRED PRIOR TO COMMENCEMENT OF WORK..
GENERAL UTILITY NOTES:
SHALLOW UTILITY NOTES:
UTILITY PLAN LEGEND
PROPOSED ELECTRIC TELEPHONE & CABLEETCETC
x xxxxxxxxxxxxEX BASIN 1
EX BASIN 2
x
x xxxxxxxxxXEL
XEL
XEL
XEL
XE
L
XELXELXEL
XEL
XEL
XEL
XEL
XEL
XEL
XEL
XELXELXELXEL
xxxxPOST BASIN 1
POST BASIN 2POST BASIN 3ROOF DRAINED TO
CENTRAL DRAINS AND
SENT TO BASEMENT
DRYWELL
PERMEABLE PAVERS
APPROX 490 SQ FT
GREEN ROOF
APPROX 950 SQ FT
PROPOSED INLET TO
DRYWELL IN
BASEMENT
PROPOSED
DRYWELL, SIZE TBD
PROPOSED STORM INLET TO
BE INSTALL AT INVERT OF
EXISTING STORM LINE
PROPOSED 100 YEAR STORM
DISCHARGE PIPE TO BE
ROUTED FROM DRYWELL IN
BASEMENT
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 Know what's
R OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PRE AND POST BASIN DELINEATIONJOB NO.
SHEET SE-C-5.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BYCITY OF ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSG:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-DRN.dwg BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxSUBJECT PROPERTY
BOUNDARY
EAST C
O
O
P
E
R
A
V
E
N
U
E SOUTH ORIGINAL STREET730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT R
LOT S
LOT Q
LOT P
LOT I
LOT H
LOT G
BLOCK 105 ALLEY
20.20'
S. ORIGINAL STREET
76.18' ROW
E. COOPER AVENUE
73.70' ROW
730 E. COOPER AVE
SUBJECT PROPERTY
E. MAI
N
S
T
R
E
E
T
(
H
W
Y
8
2
)S. ORIGINAL STREET (HWY 82)ASPEN, CO
E. COO
P
E
R
A
V
E
N
U
E
E. COO
P
E
R
A
V
E
N
U
E
(
H
W
Y
8
2
)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - LANDSCAPEJOB NO.
SHEET SE-C-6.0
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
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G:\2015\15243\CIVIL\Civil DWGs\PLOT\15243-PERFORMANCE GUARANTEES.dwg
LANDSCAPE GUARANTEE: THIS EXHIBIT ILLUSTRATES THE EXTENTS OF LANDSCAPING ASSOCIATED
WITH RE-VEGETATING AND STABILIZING THE SITE UNDER THE SCENARIO THAT THE PROJECT HALTS
AND HAS BEEN PREPARED IN SUPPORT OF THE LANDSCAPE PERFORMANCE GUARANTEE.
NOTES:
1. ASSUMES EXISTING BUILDING HAS BEEN REMOVED IN FULL AND ROUGH GRADING IS IN
APPROPRIATE CONDITION TO RECEIVE TOPSOIL.
2. OFFSITE STABILIZATION IS NOT INCLUDED IN THIS GUARANTEE. PLEASE REFER TO PUBLIC
FACILITIES & INFRASTRUCTURE GUARANTEE AND STORMWATER & DRAINAGE GUARANTEE
FOR ADDITIONAL INFORMATION.
ONSITE TOPSOIL, GRASS SEED AND TEMPORARY IRRIGATION.
ONSITE LANDSCAPING PERFORMANCE GUARANTEE
GENERAL VICINITY MAP
SCALE: 1" = 200'
BASE MAPPING: 2015 GOOGLE
EARTH AERIAL PHOTO
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxxxxxxxx
x xxxxxxxxxS. ORIGINAL STREET
76.18' ROW
SOUTH ORIGINAL STREETBLOCK 105 ALLEY
20.20'
SUBJECT PROPERTY
BOUNDARY
LOT G
LOT H
LOT I
LOT Q
LOT S
LOT R
730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT P
E. COOPER AVENUE
73.70' ROW
EAST C
O
O
P
E
R
A
V
E
N
U
E
REFER TO LANDSCAPE
GUARANTEE PLAN FOR
SITE RECLAMATION
PEDESTRIAN CROSSING
PAVEMENT MARKINGS
PEDESTRIAN CROSSING
PAVEMENT MARKINGS
LANDSCAPING
(TYP)
LANDSCAPING
(TYP)
LANDSCAPING
(TYP)
ADA RAMP
ADA RAMP
BARRIER CURB &
GUTTER - TYPE A
(TYP)
BARRIER CURB &
GUTTER - TYPE A
(TYP)
8.0'5.0'
8.0'5.0'
8.0'
5.0'
8.0'22.0'
(2) ON
S
T
R
E
E
T
P
A
R
A
L
L
E
L
PARKIN
G
S
T
A
L
L
S (3) ON STREET PARALLELPARKING STALLS(2 STANDARD, 1 OVERSIZE)8.0'
22.0'
5.0'
SIDEWALK
BIKE LANE
STRIPING
CENTERLINE
STRIPING
BIKE LANE
STRIPING
EXISTING CURB
AND GUTTER
EXISTING CURB
AND GUTTER
EXISTING CURB
AND GUTTER
APPROXIMATE LIMITS
OF DISTURBANCE
8.0'
38.0'
22.0'
PROPOSED TREE
(TYP)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - PUBLIC FACILITIES & INFRASTRUCTUREJOB NO.
SHEET SE-C-6.1
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
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NOTES:
1. THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED
AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
SITE IMPROVEMENTS LEGEND
PROPERTY BOUNDARY
PROPOSED LIMITS OF DISTURBANCE
PROPOSED LANDSCAPING
PROPOSED ASPHALT
PROPOSED CONCRETE
PUBLIC FACILITIES & INFRASTRUCTURE GUARANTEE
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxxxxxxxx
x xxxxxxxxx730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT S
LOT R
LOT Q
LOT G
SOUTH ORIGINAL STREETS. ORIGINAL STREET
76.18' ROW
EAST C
O
O
P
E
R
A
V
E
N
U
E
E. COOPER AVENUE
73.70' ROW
LOT P
LOT H
SUBJECT PROPERTY
BOUNDARY
LOT I
BLOCK 105 ALLEY
20.20'
PROPOSED STORMWATER
DRYWELL SIZE AND FINAL
CALCULATION TBD
PROPOSED
PRESSURIZED HDPE
TO DRAIN TO
PROPOSED INLET
AND C.O.A. STORM
SYSTEM
STORMWATER DISCHARGE PIPE TO
TAKE STORMWATER FROM
PROPOSED DRYWELL VIA PUMP TO
PROPOSED INLET
PROPOSED INLET TO
CONNECT TO EXISTING
C.0.A. STORM DRAIN
SYSTEM
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - STORMWATER & DRAINAGEJOB NO.
SHEET SE-C-6.2
DATE: 07-15-2016NO.REVISIONBY DATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
R
G:\2015\15243\CIVIL\Civil DWGs\PLOT\15243-PERFORMANCE GUARANTEES.dwg
NOTES:
1. THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED
AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
SITE IMPROVEMENTS LEGEND
PROPERTY BOUNDARY
PROPOSED LIMITS OF DISTURBANCE
PROPOSED LANDSCAPING
PROPOSED ASPHALT
PROPOSED CONCRETE
STORMWATER & DRAINAGE GUARANTEE
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxSUBJECT PROPERTY
BOUNDARY
EAST C
O
O
P
E
R
A
V
E
N
U
E SOUTH ORIGINAL STREET730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT R
LOT S
LOT Q
LOT P
LOT I
LOT H
LOT G
BLOCK 105 ALLEY
20.20'
S. ORIGINAL STREET
76.18' ROW
E. COOPER AVENUE
73.70' ROW
730 E. COOPER AVE
SUBJECT PROPERTY
E. MAI
N
S
T
R
E
E
T
(
H
W
Y
8
2
)S. ORIGINAL STREET (HWY 82)ASPEN, CO
E. COO
P
E
R
A
V
E
N
U
E
E. COO
P
E
R
A
V
E
N
U
E
(
H
W
Y
8
2
)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - LANDSCAPEJOB NO.
SHEET SE-C-6.0
DATE:07-15-2016NO.REVISIONBYDATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
R
G:\2015\15243\CIVIL\Civil DWGs\PLOT\15243-PERFORMANCE GUARANTEES.dwg
LANDSCAPE GUARANTEE: THIS EXHIBIT ILLUSTRATES THE EXTENTS OF LANDSCAPING ASSOCIATED
WITH RE-VEGETATING AND STABILIZING THE SITE UNDER THE SCENARIO THAT THE PROJECT HALTS
AND HAS BEEN PREPARED IN SUPPORT OF THE LANDSCAPE PERFORMANCE GUARANTEE.
NOTES:
1.ASSUMES EXISTING BUILDING HAS BEEN REMOVED IN FULL AND ROUGH GRADING IS IN
APPROPRIATE CONDITION TO RECEIVE TOPSOIL.
2.OFFSITE STABILIZATION IS NOT INCLUDED IN THIS GUARANTEE. PLEASE REFER TO PUBLIC
FACILITIES & INFRASTRUCTURE GUARANTEE AND STORMWATER & DRAINAGE GUARANTEE
FOR ADDITIONAL INFORMATION.
ONSITE TOPSOIL, GRASS SEED AND TEMPORARY IRRIGATION.
ONSITE LANDSCAPING PERFORMANCE GUARANTEE
GENERAL VICINITY MAP
SCALE: 1" = 200'
BASE MAPPING: 2015 GOOGLE
EARTH AERIAL PHOTO
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxxxxxxxx
x xxxxxxxxxS. ORIGINAL STREET
76.18' ROW
SOUTH ORIGINAL STREETBLOCK 105 ALLEY
20.20'
SUBJECT PROPERTY
BOUNDARY
LOT G
LOT H
LOT I
LOT Q
LOT S
LOT R
730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT P
E. COOPER AVENUE
73.70' ROW
EAST C
O
O
P
E
R
A
V
E
N
U
E
REFER TO LANDSCAPE
GUARANTEE PLAN FOR
SITE RECLAMATION
PEDESTRIAN CROSSING
PAVEMENT MARKINGS
PEDESTRIAN CROSSING
PAVEMENT MARKINGS
LANDSCAPING
(TYP)
LANDSCAPING
(TYP)
LANDSCAPING
(TYP)
ADA RAMP
ADA RAMP
BARRIER CURB &
GUTTER - TYPE A
(TYP)
BARRIER CURB &
GUTTER - TYPE A
(TYP)
8.0'5.0'
8.0'5.0'
8.0'
5.0'
8.0'22.0'
(2) ON
S
T
R
E
E
T
P
A
R
A
L
L
E
L
PARKIN
G
S
T
A
L
L
S (3) ON STREET PARALLELPARKING STALLS(2 STANDARD, 1 OVERSIZE)8.0'
22.0'
5.0'
SIDEWALK
BIKE LANE
STRIPING
CENTERLINE
STRIPING
BIKE LANE
STRIPING
EXISTING CURB
AND GUTTER
EXISTING CURB
AND GUTTER
EXISTING CURB
AND GUTTER
APPROXIMATE LIMITS
OF DISTURBANCE
8.0'
38.0'
22.0'
PROPOSED TREE
(TYP)
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - PUBLIC FACILITIES & INFRASTRUCTUREJOB NO.
SHEET SE-C-6.1
DATE:07-15-2016NO.REVISIONBYDATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
R
G:\2015\15243\CIVIL\Civil DWGs\PLOT\15243-PERFORMANCE GUARANTEES.dwg
NOTES:
1.THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED
AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
SITE IMPROVEMENTS LEGEND
PROPERTY BOUNDARY
PROPOSED LIMITS OF DISTURBANCE
PROPOSED LANDSCAPING
PROPOSED ASPHALT
PROPOSED CONCRETE
PUBLIC FACILITIES & INFRASTRUCTURE GUARANTEE
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
x
x xxxxxxxxxxxxxxxx
x xxxxxxxxxxxxxxxx
x xxxxxxxxx730 E. COOPER AVENUE
NORA D. KELLY TRUST
цϲ͕ϵϮϲ^͘&͘
цϬ͘ϭϲZ ^
LOT S
LOT R
LOT Q
LOT G
SOUTH ORIGINAL STREETS. ORIGINAL STREET
76.18' ROW
EAST C
O
O
P
E
R
A
V
E
N
U
E
E. COOPER AVENUE
73.70' ROW
LOT P
LOT H
SUBJECT PROPERTY
BOUNDARY
LOT I
BLOCK 105 ALLEY
20.20'
PROPOSED STORMWATER
DRYWELL SIZE AND FINAL
CALCULATION TBD
PROPOSED
PRESSURIZED HDPE
TO DRAIN TO
PROPOSED INLET
AND C.O.A. STORM
SYSTEM
STORMWATER DISCHARGE PIPE TO
TAKE STORMWATER FROM
PROPOSED DRYWELL VIA PUMP TO
PROPOSED INLET
PROPOSED INLET TO
CONNECT TO EXISTING
C.0.A. STORM DRAIN
SYSTEM
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
10 OPRISESNGINEERING, LLC.CIVIL CONSULTANTS15243PERFORMANCE GUARANTEE - STORMWATER & DRAINAGEJOB NO.
SHEET SE-C-6.2
DATE:07-15-2016NO.REVISIONBYDATE502 MAIN STREETCARBONDALE, CO 81623(970) 704-0311FAX: (970)-704-0313DESIGNED BY730 E. COOPER AVE, ASPEN, COLORADODRAWN BYCHECKED BYDATEINITIALSKnow what's
R
G:\2015\15243\CIVIL\Civil DWGs\PLOT\15243-PERFORMANCE GUARANTEES.dwg
NOTES:
1.THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED
AS PART OF THE BUILDING PERMIT APPLICATION, AND IN SITUATIONS WHERE THE FINAL PUD DEVELOPMENT
PLANS AND APPROVED BUILDING PERMIT DIFFER, THE APPROVED BUILDING PERMIT SHALL RULE.
SITE IMPROVEMENTS LEGEND
PROPERTY BOUNDARY
PROPOSED LIMITS OF DISTURBANCE
PROPOSED LANDSCAPING
PROPOSED ASPHALT
PROPOSED CONCRETE
STORMWATER & DRAINAGE GUARANTEE
BASE LODGE / 730 E. COOPER AVENUEISSUE FOR RECORDATION
xx x xx xxxx x xx xxLOT PLOT HLOT QLOT ILOT RCOURTYARDLOT SRETAIL
A
ENTRA
N
C
E
LOBBY
ENTR
A
N
C
E730 E. COOPER AVENUENORA D. KELLY TRUSTцϲ͕ϵϮϲ^͘&͘цϬ͘ϭϲZ ^PROPOSEDBUILDING OUTLINERETAIL
B
ENTRA
N
C
E
6" VERTICALCURB (TYP)PARKI
N
G
LOADI
N
G
&
UNLO
A
D
I
N
G
6" VERTICALCURB (TYP)PARKI
N
GPROPOSED 14STATIONWE-CYCLE FACILITYAPPROX LOCATIONOF PROPOSEDTREES (TYP)5.0'LANDSCAPE,SLOPES <5%8.0'DETACHEDSIDEWALKPROPOSED BI-DIRECTIONALHANDICAP RAMPS, BULB OUTTRAFFIC CALMING FEATURE,IMPROVED CROSSWALK18.0'DETACHEDSIDEWALK18.0'DETACHEDSIDEWALK156" VERTICALCURB (TYP)66677DRIVEWAYREMOVALDRIVEWAYREMOVALLONGESTPEDESTRIANTRAVEL PATH= 170 FTSTRAIGHTPATH= 125 FTDIRECTNESS FACTOR= 170 FT / 125 FT = 1.4999OPRIS ES NGINEERING, LLC.
CIVIL CONSULTANTS
TIA SITE PLAN & DIRECTNESS FACTOR EXHIBIT
BASE LODGE / 730 E. COOPER AVENUE
PLANNED DEVELOPMENT DETAILED REVIEWJOB NO. 15243TIA EXHIBITDATE: 04-20-2016NO.REVISION BY DATE
502 MAIN STREET
CARBONDALE, CO 81623
(970) 704-0311
FAX: (970)-704-0313
CITY OF ASPEN, COLORADOG:\2015\15243\CIVIL\Civil DWGs\PLOT\SHEET SET\15243-SITE.dwg
':+56+0)5+6'%10&+6+105L1.0#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
NORTH SCALE: 3/16"=1'-00"EXISTING 16" DBH
CONIFER TREETO
BE REMOVED.
SEE L4.0 FOR
MITIGATION
TREES
EXISTING
COTTONWOOD
TO BE PROTECTED
10'15'20'5'CANOPY SIZE - DISTANCE FROM TRUNK#22418#.55'6 $#5'.1&)'
'#56%112'4
#52'0%1.14#&1ISSUE & REVISION DATESPlot Date: 07/15/16 Project #:241Drawn By:JUChecked By:GTPERMIT SET02/08/1605/02/1607/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G
123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621
WWW.CONNECTONEDESIGN.COM | 970.379.1030
1PLANNED DEVELOPMENT DETAILED REVIEWISSUE FOR RECORDATIONLOCATION OF SECTION CUTNORTH64''#0#.;5+5567&;L1.1SCALE: 3/8"=1'-00"
FRONT OF BLDG BEHIND STEPBACK
5' BLDG STEPBACK36" DIA COTTONWOOD TRUNKBRANCH OVERHANGINGPROPOERTY LINE TO BEREMOVEDPROPERTY LINE
.#0&5%#2'5+6'2.#0L2.0#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
NORTH 0'SCALE: 3/16"=1'-00"10'5'BENCH
PROPOSED DRIP-IRRIGATED STREET TREE
WITH ELECTRICAL OUTLET - REF. L4.0
RETAIL ENTRYRETAIL ENTRYOPERABLEWINDOW HOTEL ENTRYRETAIL ENTRYRETAIL ENTRYBENCH
PROPOSED DRIP-IRRIGATED STREET TREE
WITH ELECTRICAL OUTLET - REF. L4.0 SOUTH ORIGINAL STREETEAST COOPER AVENUEPROPOSED DRIP-IRRIGATED STREET TREE
WITH ELECTRICAL OUTLET - REF. L4.0 DUMPSTERACCESSEMERGENCY
EXIT
EXISTING COTTONWOOD TREE
DECORATIVE
CONCRETE BAND, TYP.9'-0"5'-0"1'-4"5'-0"3'-2"
8'-0"3'-2"3'-2"2'-0"3'-0"2'-7"2'-7"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"3'-2"
1'-4"5'-0"3'-2"3'-2"PROPOSED DRIP-IRRIGATED STREET TREE
WITH ELECTRICAL OUTLET - REF. L4.0
WECYCLE BIKE
STATION
STOP SIGN ALLEYELECTRICAL
TRANSFORMER
WALL FEATURE
PROPERTY LINE
TRUNCATED DOME
TACTILE PAVING
HIGHWAY SIGN
FIRE HYDRANT
TRUNCATED DOME
TACTILE PAVING PROPERTY LINEPROPERTY LINEPARKING SIGN
PARKING SIGN
ELECTRICAL
OUTLETS
EXISTING FENCE
TO REMAIN
HARDSCAPE - MATERIAL T.B.D.
GREY CONCRETE- FINISH TYPE 1
GREY CONCRETE - FINISH TYPE 2
HARDSCAPE- MATERIAL T.B.D.
DECORATIVE PEBBLE BAND
MATERIALS LEGEND
PAVERS RE: CIVIL
LOADING AND DROP
OFF PARKING SPACE #1
LOADING AND DROP
OFF PARKING SPACE #2
LOADING AND DROP
OFF PARKING SPACE #3
HOTEL ENTRY
PROPERTY
LINE
SNOWMELTED AREA
2.#06+0)2.#0Ä564''6.'8'.L4.0#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
NORTH 0'SCALE: 3/16"=1'-00"10'5'RIGHT-OF-WAY
PLANTING MIX 1
HOTEL ENTRY
RETAIL ENTRYRETAIL ENTRYSERVICEWINDOW HOTEL ENTRYRETAIL ENTRYRETAIL ENTRYRIGHT-OF-WAY
PLANTING MIX 1
PROPOSED MITIGATION
STREET TREE
SOUTH ORIGINAL STREETEAST COOPER AVENUEPROPOSED MITIGATION
STREET TREE DUMPSTERACCESSDUMPSTERACCESSEMERGENCY
EXIT
EXISTING
COTTONWOOD
TREE
DUMPSTER
ACCESS
RIGHT-OF-WAY
PLANTING MIX 1
PROPOSED MITIGATION
STREET TREE
RIGHT-OF-WAY
PLANTING MIX 2
PROPOSED MITIGATION
STREET TREE
ALLEYMITIGATION STREET TREE
AMELANCHIER X GRANDIFLORA 'CUMULUS'
RIGHT-OF-WAY PLANTING MIX 1
- HELICTOTRICHON SEMPERVIRENS x 'SAPHIRSPRUDEL'
- SEDUM KAMTSCHATICUM
RIGHT-OF-WAY PLANTING MIX 2
- SEDUM SPIRIUM 'RED CARPET'
- STACHYS BYZANTINA 'SILVER CARPET'
- BOUTELOUA GRACILIS
PLANTING LEGEND
2.#06+0)2.#0Ä411(.'8'.L4.1#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
NORTH SCALE: 3/16"=1'-00"684 SF DECORATIVE
PEBBLE
191 SF SEDUM TILE
122 SF SEDUM TILE122 SF SEDUM TILE
40 SF SEDUM TILE40 SF SEDUM TILE
38 SF SEDUM TILE
SEDUM TILE
MOUNTAIN MIX BY HYDROTECH
TOTAL AREA ON ALL ROOF LEVELS: 553 SF
GLASS RAILING
- REF. ARCH.
REF. UPPER ROOF PLAN
BELOW
MAIN ROOF PLAN
UPPER ROOF PLAN
.#0&5%#2'&'6#+.5Ä8')411(L5.0#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
.#0&5%#2'&'6#+.5Ä8')9#..L5.1#22418#.55'6$#5'.1&)''#56%112'4#52'0%1.14#&1ISSUE & REVISION DATES
Plot Date: 07/15/16 Project #:241
Drawn By:JU Checked By:GT
PERMIT SET 02/08/16
05/02/16
07/15/16L A N D S C A P E A R C H I T E C T U R E ā L A N D P L A N N I N G123 EMMA ROAD | SUITE 200 | BASALT | CO | 81621WWW.CONNECTONEDESIGN.COM | 970.379.1030PLANNED DEVELOPMENT DETAILED REVIEW
ISSUE FOR RECORDATION
TYPICAL VEGETATED
WALL AREA
NOTES:
x PLANT MATERIAL TO BE USED IN VEGETATED AREAS SHALL BE HEDRA HELIX (ENGLISH IVY)
x VEGETATED WALL MAY BE AUGMENTED WITH ARTIFICIAL MATERIAL TO MINIMIZE
SEASONAL/SOLAR EFFECTS AND SUPPLEMENT OVERALL AESTHETICS.
x ARCHITECTURAL BACKGROUND MODEL MAY VARY FROM LATEST DESIGN.
600.3 S.F.PUBLIC AMENITY626.88 S.F.PUBLIC AMENITYScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/32" = 1’−0"7/15/2016 8:04:02 AMASPEN, COPA−12016−0035−3−16EXISTING PUBLIC AMENITY730 E. COOPER AVE. 3/32" = 1'-0"1EXISTING PUBLIC AMENITY CALCULATIONNO. DATE BY DESCRIPTION
NET LEASABLE AREA - 2377SFCOMMON AREA - 74SFNET LEASABLE AREA - 2377SFCOMMON AREA - 74 SFScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 1/4" = 1’−0"7/15/2016 8:28:31 AMASPEN, COEC−12016−0035−3−16EXISTING FLOOR PLAN730 E. COOPER AVE.NO. DATE BY DESCRIPTION
COMMON AREA - 334SFNET LEASABLE AREA - 1374SFCOMMON AREA - 334 SFLEASABLE AREA - 530SFLEASABLE AREA - 844SFScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 1/4" = 1’−0"7/15/2016 8:28:34 AMASPEN, COEC−22016−0035−3−16EXISTING FLOOR PLAN730 E. COOPER AVE.NO. DATE BY DESCRIPTION
NET LIVABLE AREA - 2238SFCOMMON AREA -49 SFPER ORDINANCE NO.2(SERIES OF 2015)EXISTING LODGING BEDROOMS = 4EXISTING LODGE PILLOWS = 8ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 1/4" = 1’−0"7/15/2016 8:30:38 AMASPEN, COEL−12016−0035−3−16EXISTING LODGING730 E. COOPER AVE.NO. DATE BY DESCRIPTION
STREETPARKINGPROPERTY LINE730 E. COOPER3 STORY MIXED-USE BUILDING(RETAIL AND LODGING)LODGE PICK-UPDROP-OFFLODGE PICK-UPDROP-OFFON-SITE PUBLIC AMENITY(COURTYARD)397.32 SFALLEYFIRE SEPARATION DISTANCE10' - 1"FIRE SEPARATION DISTANCE38' - 1"FIRE SEPARATION DISTANCE36' - 10"R.O.W. CENTERLINER.O.W. CENTERLINETRANSFORMERSTREETPARKINGSTREETPARKING300 S.F.COVEREDTRASH AREAEXISTINGADJACENT RESIDENTIAL BUILDING(N.I.C.)LANDSCAPEAREALANDSCAPEAREALANDSCAPEAREAON-SITEPUBLICAMENITY(WALKWAY)497.16 SFON-SITEPUBLICAMENITY(LANDSCAPEAREA)113.40 SF(TOTAL)EXISTING TREE TOBE PROTECTED.WE-CYCLESTATIONEXISTING BIKE LANEEXISTING BIKE LANEPUBLICAMENITYRIGHT OF WAYIMPROVEMENTS2,702.49 SFBUILDINGOVERHANGBUILDINGOVERHANGPICK-UPWINDOWOPERABLEWINDOWS ANDBAR TOPBOLLARD, TYP.FIRE SEPARATION DISTANCE5' - 0"ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 1/8" = 1’−0"7/24/2016 8:40:08 AMASPEN, COPA−22016−0035−3−16PROPOSED PUBLIC AMENITY730 E. COOPER AVE. 1/8" = 1'-0"1PROPOSED PUBLIC AMENITY SITE PLANNO. DATE BYDESCRIPTION
DNMECHANICALSCREENINGELEV. #1403ROOF TERRACE407STAIR #1402ELEV. #2404STAIR #2405OUTDOORTERRACEOUTDOORTERRACECOURTYARDBELOWMECHANICAL AREA4012903 S.F.PUBLIC AMENITYMECHANICALSCREENINGMECHANICAL AREA406ELEV. LOBBY400GREEN ROOF AREA191.36 SFSCREEN WALL,6' HIGH MAX.SCREEN WALL,6' HIGH MAX.SCREEN WALL,6' HIGH MAX.SCREEN WALL,6' HIGH MAX.SCREEN WALL,6' HIGH MAX.SCREEN WALL,6' HIGH MAX.ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:04:05 AMASPEN, COPA−32016−0035−3−16PROPOSED PUBLIC AMENITY - ROOF730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED PUBLIC AMENITY - ROOF TERRACE LEVELNO. DATE BY DESCRIPTION
UPUP12345678910111213ABCDEFGJ11.1E.1F.1KSTAIR #1L202MECHANICAL RM.L203CAR ELEVATORL204STAIR #2L205VALET PARKINGL200ELEV.L201HYDRAULICCAR LIFT, TYP.24 PARKING SPACES PROVIDED123456789101112131415161718192021222324E.25.15' - 7"9' - 3"10' - 0"10' - 9"10' - 9"10' - 9"10' - 0"2' - 1"3' - 7"6' - 6"2' - 8"2' - 3"5' - 10"1' - 2"10' - 11"10' - 11"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 11"10' - 11"1' - 1"69' - 3"100' - 0"4' - 6"4' - 6"9' - 0"9' - 4"1' - 7"7' - 8"12' - 0"7' - 10"8' - 8"16' - 6"17' - 3"2"3' - 4"23' - 8"27' - 5"19' - 11"28' - 11"8' - 8"20' - 2"38' - 11"5' - 1"57' - 8"94' - 7"50' - 3"ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:31 AMASPEN, COA−1002016−0035−3−16PROPOSED LOWER LEVEL 2 FLOOR PLAN730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED LOWER LEVEL 2 FLOOR PLANNO. DATE BY DESCRIPTION
UPUPUPDNSTAIR #2L104STAIR #1L105ELEVATORL102ELEVATORL103122.13456789101112136.17.1ABCDEFGJ11.1LIBRARYL108MECHANICAL ROOML112CAR ELEVATORL115HAMAML110WOMEN'S LOCKERROOML109BARL107CORRIDORL101LOUNGEL100MOP SINKL113E.1F.1KWATER SERVICE23'-0" +/-STAIR #3L1145' - 7"9' - 3"3' - 7"6' - 6"4' - 11"5' - 10"10' - 9"10' - 9"10' - 0"2' - 1"1'-1 1/2"9'-4"1'-6 3/4"10'-11"9'-0 1/4"9'-0 1/4"5'-5 1/4"3'-7"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"10'-10 3/4"5'-10 1/2"5'-0 1/2"1'-1 1/4"12'-2 1/4"7'-0"8'-0"55'-2"6 3/4"1'-10"1'-0"1'-1 1/4"1'-5"98'-6"1 1/4"21'-5 3/4"5"7'-0"8'-10"54'-4"1'-1 1/4"6 3/4"19'-11 3/4"7'-6 1/4"8'-9"21'-6"9'-0 1/2"8'-9 3/4"5'-9 3/4"8'-3 1/4"19'-5 1/4"2'-10 3/4"38'-3"16'-8 3/4"35'-9 3/4"2'-0"2'-10 3/4"20'-3 1/2"8'-11 3/4"8'-1"13'-4 1/2"5'-0 1/2"84'-10 1/2"9'-10 1/2"99'-9 1/2"63'-2"19'-5 1/4"37'-6 3/4"28'-8 3/4"17'-8 3/4"19'-5 1/4"19'-5 1/4"12'-4 1/2"5'-8 1/2"10'-0"7'-4"19'-10 1/4"10'-0"7'-9"15'-5"3'-9"16'-5"5'-9"6'-5 3/4"5'-9"16'-5 1/4"7'-0"12'-2 1/4"DEDICATED OUTSIDEAIR UNITBOILERBOILERDHWTANKDHWTANKMEN'S LOCKERL1111' - 1"18' - 1"1' - 1"E.25.12' - 8"2' - 3"3' - 7"6' - 6"23' - 8"12' - 0"17' - 3"7' - 8"18' - 6"BACK OF HOUSEL106ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:32 AMASPEN, COA−1012016−0035−3−16PROPOSED LOWER LEVEL 1 FLOOR PLAN730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED LOWER LEVEL FLOOR PLANNO. DATE BY DESCRIPTION
DNUPDNUPSTAIR #1106ELEVATOR105ELEVATOR103STAIR #210434" HIGHPICK-UPCOUNTER122.13456789101112136.17.1ABCDEFGJ11.1E.1F.1K1/4" / 1'-0"-0' - 7"-0' - 9 1/2"DN1/2" ADA DOORTHRESHOLDTRANSFORMERDNSKI STORAGE107RECEPTION108LOBBY/EXIT DISCHARGE100OFFICE109COURTYARD112RETAIL/RESTAURANTSPACE 'A'1025'-6 3/4"9'-3 1/4"3'-6 1/2"6'-5 3/4"4'-11"5'-10 1/4"10'-9 1/4"10'-9 1/4"10'-0 1/4"2'-1 1/4"1'-1 1/2"9'-4"1'-6 3/4"10'-11"9'-0 1/4"9'-0 1/4"5'-5 1/4"3'-7"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"10'-10 3/4"5'-10 1/2"5'-0 1/2"1'-1 1/4"8 1/2"29'-9 1/2"5"8'-9"5"18'-1 3/4"5"9'-3 1/4"5"7'-9 1/2"5"21'-1 1/2"10 3/4"7 3/4"30'-8 1/4"8"7'-9"8"20'-10 1/2"5'-1"8"18'-8 1/2"6"11'-8"8"7'-4"8"13'-7 1/2"2 1/4"10'-0 1/4"10 3/4"17'-2"10 3/4"8 1/2"17'-5 1/2"6"39'-4 1/2"8"16'-5"8"5'-9"8"6'-5 3/4"8"5'-9"8"16'-5 1/4"8"10'-0"31'-5"3'-10"9'-6"3'-10"36'-3 3/4"5'-1 1/4"5'-0"7'-8 3/4"56'-6 1/2"8 1/4"13'-5 1/4"6'-8 1/2"4'-2 1/2"4'-9 1/4"13'-3 1/2"4'-10"4'-2 1/2"4'-10"22'-3 1/4"6'-7 1/4"14'-2 1/4"4'-0 1/2"7'-3 1/2"69'-3 1/4"CAR ELEVATOR10216' - 2"1/8" / 1'-0"0' - 1 5/16"DNDN0' - 4"0' - 7"0' - 9"-0' - 6 3/4"-1' - 3 5/8"DNE.25.1BOLLARD, TYP.ELEC.111STORAGE110STAIR #3113300 SF COVEREDTRASH/UTILITY AREA114EGRESS CORRIDOR115RETAIL/RESTAURANTSPACE 'B'10118' - 6"6' - 3"4' - 8"4' - 7"18' - 7"5' - 2"23' - 8"12' - 0"9' - 6"19' - 1"5' - 0"7' - 10"12' - 11"11' - 1"3' - 10"20' - 0"16' - 0"ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:33 AMASPEN, COA−1022016−0035−3−16PROPOSED MAIN LEVEL FLOOR PLAN730 E. COOPER AVE. 3/16" = 1'-0"2MAIN FLOOR PLANNO. DATE BY DESCRIPTION
DNUPTOTAL: 20 UNITSADA DORMUNITSTAIR #1201STAIR #2202COURTYARDBELOWELEVATOR203ELEVATOR204ø 5' - 0"TYP. DORMUNITø 5' - 0"ø 5' - 0"GUEST ROOM205GUEST ROOM206GUEST ROOM224GUEST ROOM215GUEST ROOM216GUEST ROOM217GUEST ROOM222GUEST ROOM208GUEST ROOM225ø 5' - 0"BUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNKBEDBUNKBEDBUNKBEDBUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNK BEDBUNK BEDBUNK BEDBUNK BEDGUEST ROOM221BEDROOM220A1A-3103A-3102A-310122.13456789101112136.17.1ABCDEFGJROLL INSHOWER11.1BUNK BEDGUEST ROOM220GUEST ROOM209E.1F.1KGUEST ROOM207ADA GUESTROOM5'-6 3/4"9'-3 1/4"3'-6 1/2"6'-5 3/4"4'-11"5'-10 1/4"10'-9 1/4"10'-9 1/4"10'-0 1/4"2'-1 1/4"3'-4 1/4"1'-1 1/2"9'-4"1'-6 3/4"10'-11"9'-0 1/4"9'-0 1/4"5'-5 1/4"3'-7"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"10'-10 3/4"5'-10 1/2"5'-0 1/2"1'-1 1/4"8 1/4"11'-2 1/2"11'-2"17'-9 1/2"18'-4"17'-9 3/4"11'-2"11'-2 3/4"7 3/4"5'-0"9'-3 1/4"53'-6 1/2"1'-5 1/2"8 1/4"9'-4"31'-5"17'-2"35'-8 3/4"5'-0 1/2"7 3/4"5'-0"8'-0"54'-8 3/4"1'-6 1/2"6'-9"5"22'-7 3/4"4'-5"17'-0 1/4"10'-3 1/2"6'-11"6'-10"9'-5 3/4"10'-3 1/4"10'-3"10'-3"9'-5 3/4"5'-1 1/4"4'-11 3/4"4'-10 1/4"4'-7 3/4"5'-2 1/2"4'-8"4'-9"4'-9 1/4"16'-3 1/4"4'-3"4'-4 1/4"8'-6"10'-8 1/2"10'-3 1/4"10'-3"10'-3"9'-5 3/4"6'-10"4'-5 1/4"6'-10"10'-4 1/2"8'-6"9'-6"6'-3"5'-0"9'-1"4'-3"6'-5 1/4"9'-5 1/4"4'-9 1/4"4'-9"5'-1 1/4"5'-1"4'-9 1/4"4'-9"5'-1 1/4"4'-9"4'-4"21'-2 3/4"17'-6 1/2"8'-6 1/4"8'-6 1/4"17'-3 3/4"21'-6 1/4"10'-3 1/2"7'-0 1/4"4'-5"11'-4 1/4"9'-0 1/2"8'-6"9'-6 1/4"6'-3"5'-0"7'-9"4'-3"6'-5 1/4"9'-5 1/4"16'-3 1/4"4'-9"5'-0"4'-7 1/4"6'-10 1/2"3'-5 1/2"4'-8"4'-9 1/4"3'-4 1/4"6'-2 1/4"5'-6 3/4"5'-0"4'-6"4'-9"4'-4 1/4"23'-7 1/4"26'-8"26'-8"4'-4"5'-3 1/4"2'-9 3/4"17'-0 1/2"16'-0 3/4"10'-2 1/4"10'-2 1/4"16'-0 3/4"16'-5"5'-9"6'-5 3/4"5'-9"16'-5 1/4"4'-5"9'-2 1/2"6'-8"E.25.1GUEST ROOM218GUEST ROOM219GUEST ROOM223GUEST ROOM211GUEST ROOM212GUEST ROOM213GUEST ROOM214CORRIDOR200ROLL INSHOWERScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:35 AMASPEN, COA−1032016−0035−3−16PROPOSED SECOND LEVEL FLOOR PLAN730 E. COOPER AVE. 3/16" = 1'-0"1SECOND FLOOR PLANNO. DATE BY DESCRIPTION
UPDNCOURTYARDBELOWELEVATOR304ELEVATOR303STAIRS #2302STAIRS #1301ADA DORMUNITø 5' - 0"ø 5' - 0"ø 5' - 0"ø 5' - 0"CORRIDOR300GUEST ROOM325GUEST ROOM306GUEST ROOM307GUEST ROOM324GUEST ROOM308GUEST ROOM309TYP. DORMUNITGUEST ROOM311GUEST ROOM312GUEST ROOM313GUEST ROOM314GUEST ROOM315GUEST ROOM317GUEST ROOM318GUEST ROOM319BUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNKBEDBUNKBEDBUNKBEDBUNKBEDBUNK BEDBEDROOM320A1A-3103A-3102A-310122.13456789101112136.17.1ABCDEFGJ11.1GUEST ROOM316E.1F.1TOTAL: 18 UNITSADAGUESTROOMGUEST ROOM3109'-3 1/4"3'-6 1/2"6'-5 3/4"4'-11"5'-10 1/4"10'-9 1/4"10'-9 1/4"10'-0 1/4"2'-1 1/4"8'-0"54'-8 3/4"1'-6 1/2"6 3/4"8 1/4"9'-4"31'-5"17'-2"35'-8 3/4"5'-0 1/2"7 3/4"1'-1 1/2"9'-4"1'-6 3/4"10'-11"9'-0 1/4"9'-0 1/4"5'-5 1/4"3'-7"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"10'-10 3/4"5'-10 1/2"5'-0 1/2"1'-1 1/4"8 1/4"98'-8 1/4"7 3/4"6'-9"22'-7 3/4"8'-6"9'-6"7'-9"4'-3"6'-5 1/4"9'-3 1/4"10'-3 1/2"4'-4 1/4"11'-5"23'-7 1/4"8'-6"9'-6 1/4"16'-2 3/4"10'-8 1/2"10'-3 1/4"10'-2"10'-4 1/4"9'-5 3/4"4'-5 1/4"4'-7 3/4"5'-0"4'-10 1/4"5'-0"4'-9 1/4"5'-0"4'-11 1/2"5'-0"3'-11"9'-0"21'-3"17'-6 1/2"8'-6 1/4"8'-6 1/2"17'-6 3/4"21'-3 1/4"9'-6"10'-3"10'-3"10'-3"9'-5 3/4"9'-0 1/2"4'-4"4'-9 1/4"4'-9"5'-1 1/4"5'-2 1/4"4'-7 3/4"5'-2 1/4"4'-8 3/4"4'-2 1/4"7'-9"4'-3"6'-4 3/4"9'-5 3/4"5'-3 1/4"2'-9 3/4"16'-3 1/4"4'-5 3/4"5'-3"4'-5 1/4"6'-10 3/4"3'-4 1/2"4'-8"3'-4 1/4"6'-7 1/2"5'-1 3/4"4'-11 3/4"4'-6"16'-2 3/4"4'-5 1/4"16'-5"5'-9"6'-5 3/4"5'-9"16'-5 1/4"4'-5"16'-3 1/4"17'-0 1/4"8'-11 1/4"E.25.1BUNKBEDBUNKBEDSTORAGE345WOMEN'S344BUNKBEDBUNKBEDSTORAGE342MEN'S343GUEST ROOM321GUEST ROOM320ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:37 AMASPEN, COA−1042016−0035−3−16PROPOSED THIRD LEVEL FLOOR PLAN730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED THIRD FLOOR PLANNO. DATE BY DESCRIPTION
DNDNELEV. #1403STAIR #1402ELEV. #2404STAIR #2405COURTYARDBELOWMECHANICAL AREA406MECHANICAL AREA4011A-3103A-3102A-310122.13456789101112136.17.1ABCDEFGJ11.1E.1F.1GREEN ROOFAREA, TYP.MECHANICALROOF AREAMECHANICALROOF AREA3' - 6"3' - 6"3' - 6"3' - 6"ELEV. LOBBY4009'-3 1/4"3'-6 1/2"6'-5 3/4"4'-11"5'-10 1/4"10'-9 1/4"10'-9 1/4"10'-0 1/4"2'-1 1/4"1'-1 1/2"9'-4"1'-6 3/4"10'-11"9'-0 1/4"9'-0 1/4"9'-0 1/4"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"10'-10 3/4"5'-10 1/2"5'-0 1/2"1'-1 1/4"1'-6 1/2"47'-6 3/4"3'-4"17'-3 1/2"3'-5 3/4"55'-6 3/4"9'-3 1/4"17'-3 1/2"11'-2 1/2"7'-9"18'-2 3/4"18'-5 1/2"1'-0"17'-11 1/2"17'-3 1/2"18'-5 1/4"3'-6"55'-6 1/2"18'-5"16'-5 1/4"5'-9"6'-5 3/4"5'-9"16'-5"1'-0"18'-8 1/2"11'-2 1/2"7'-9"7'-7"10 3/4"11'-5 1/2"8 1/4"10 1/4"17'-1 1/2"13'-6 3/4"3'-4"3'-2 3/4"8 1/4"98'-6 1/4"2'-6"17'-2"35'-8 3/4"5'-0 1/2"7 3/4"9'-3 1/4"53'-2 1/4"2'-8 1/4"6 3/4"1'-9 3/4"10 1/2"15 TONVRFCONDENSER15 TONVRFCONDENSER15 TONVRFCONDENSER15 TONVRFCONDENSER25' - 5"21' - 3"21' - 3"21' - 5"21' - 5"E.25.144' - 6"ELEVATOR SETBACK21' - 5"ELEVATOR SETBACK39' - 0"456789106.17.1DEFE.1GREEN ROOFAREA, TYP.ROOFSCUPPER, TYP.4'-11"5'-10 1/4"10'-9 1/4"4 1/4"1'-4 1/4"9'-0 1/4"9'-0 1/4"5'-5 1/4"3'-7"3'-7"5'-5 1/2"9'-0 1/2"9'-0 1/2"56'-10 1/2"1'-4 1/4"17'-4"22'-3 1/4"17'-3 1/2"1'-2"5'-9 3/4"1'-2"5'-5"1'-2"MECHANICALAREA BELOW(OPEN TO SKY)MECHANICALAREA BELOW(OPEN TO SKY)E.25.1ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:39 AMASPEN, COA−1052016−0035−3−16PROPOSED ROOF TERRACE PLAN730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED ROOF TERRACE PLAN 3/16" = 1'-0"2PROPOSED UPPER ROOF PLANNO. DATE BY DESCRIPTION
STAIR #2L104STAIR #1L105ELEVATORL102ELEVATORL103LIBRARYL108MECHANICAL ROOML112CAR ELEVATORL115HAMAML110WOMEN'S LOCKERROOML109BARL107CORRIDORL101LOUNGEL100MOP SINKL113STAIR #3L114NON-UNITCOMMON AREA2,188.64 SF(EXEMPTSUBGRADE)NON-UNITCOMMON AREA LODGE3,991.11 SF (EXEMPT SUBGRADE)MEN'S LOCKERL111BACK OF HOUSEL106NON-UNIT COMMON AREACOMMERCIAL AREA (NET LEASABLE)NON-UNIT LODGE AREANON-UNIT COMMON AREA (EXEMPT)NON-UNIT COMMON AREA (EXEMPT - ROOF TERRACE)HATCH PATTERN LEGENDLODGE AREA (GUESTROOMS)STAIR #1L202MECHANICAL RM.L203CAR ELEVATORL204STAIR #2L205VALET PARKINGL200ELEV.L201HYDRAULICCAR LIFT, TYP.24 PARKING SPACES PROVIDED123456789101112131415161718192021222324NON-UNITCOMMON AREA6,179.75 SF(EXEMPTSUBGRADE)ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.As indicated7/15/2016 8:03:35 AMASPEN, COFAR−12016−0035−3−16FAR CALCULATIONS730 E. COOPER AVE. 3/16" = 1'-0"2PROPOSED LOWER LEVEL 1 - FAR 3/16" = 1'-0"1PROPOSED LOWER LEVEL 2 - FARZONING INFORMATION & CALCULATIONS:ZONING: (CL) COMMERCIAL LODGENET LOT AREA: 6,927 SF (69.27'x100')ZONING ALLOWANCE (2.5:1): 17,260 SFLOWER LEVEL: 0% EXPOSED WALLS (100% EXEMPT)CALCULATIONS:GROSS FLOOR AREA:COMMERCIAL SPACE: 2,477.32 SFLODGING SPACE: 14,372.69 SFNON-UNIT SPACE: 6,041.15 SFGROSS NON-UNIT AREA:1ST: 2,113.11 SF2ND: 498.26 SF3RD: 995.77 SF4TH: 55.93 SFLL: 2,378.08 SFTOTAL: 6,041.15 SFGROSS UNIT FLOOR AREA (MINUS NON-UNIT):LODGE FLOOR AREA + COMMERCIAL FLOOR AREA=6,041.15 + 14,372.69 = 20,413.84TOTAL NON-UNIT FLOOR AREA (MINUS LOWER LEVELS):1ST FLOOR + 2ND FLOOR + 3RD FLOOR + ROOF TERRACE=2,113.11 + 498.26 + 995.77 + 55.93 = 3,663.07 SFPERCENTAGE OF USE CATEGORY PER BUILDING FLOOR AREA:COMMERCIAL: [(2,477.32/20,413.84)x100] = 12.14%LODGING: [(14,372.69/20,413.84)x100] = 70.40%APPLICATION OF USE PERCENTAGES TO NON-UNIT FLOOR AREA:COMMERCIAL: 3,663.07 x 12.14% = 444.70 SFLODGING: 3,663.07 x 70.40% = 2,578.80 SFFINAL FLOOR AREA:TOTAL FAR FOR COMMERCIAL: 2,477.32+444.70=2,922.02 SF(0.42:1)TOTAL FAR FOR LODGE:[(14,372.69-3,801.67)+2,578.80]=13,149.82(1.90:1)CUMULATIVE: 16,071.84 SF (2.32:1)GROSS LODGE AREA:1ST: 743.41 SF2ND: 5,162.56 SF3RD: 4,665.05 SF4TH: 0 SFLL: 3,801.67 SFTOTAL: 14,372.69 SFLOWER LEVEL 1: 6,179.75 SFTOTAL FAR: 16,251.49 SF (2.34:1 FAR)NON-UNIT COMMON AREA: 2,378.08 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 3,801.67 SF (BLUE)2ND LEVEL: 5,660.82 SFLODGING AREA: 4,552.01 SF (RED)NON-UNIT COMMON AREA: 498.26 SF (ELEVATORS/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SF3RD LEVEL: 5,660.82 SFLODGING AREA: 4,054.50 SF (RED)NON-UNIT COMMON AREA: 995.77 SF (ELEVATOR/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SFNON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)NON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)ROOF LEVEL: 4,814.68 SFNON-UNIT COMMON AREA: 4,758.75 SF (ALL AREAS)DEDUCTIONS: 4,758.75 SF (DECK, MECHANICAL, STAIR/ELEVATOR)GROSS AREA TOWARDS FAR: 55.93 SFNON-UNIT LODGE AREA: 55.93 SFLOWER LEVEL 2: 6,179.75 SFNON-UNIT COMMON AREA: 6,179.75 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 0 SF (BLUE)FLOOR AREA SUMMARY:MAIN LEVEL: 5,545.03 SFCOMMERCIAL AREA: 2,477.32 SF (RED)NON-UNIT COMMON AREA: 2,113.11 SF (PURPLE)DEDUCTIONS: 211.19 SF (GREEN)GROSS AREA TOWARDS FAR: 4,367.76 SFNON-UNIT LODGE AREA: 743.41 SF (BLUE)NO. DATE BY DESCRIPTION
ADA DORMUNITSTAIR #1201STAIR #2202COURTYARDBELOWELEVATOR203ELEVATOR204TYP. DORMUNITGUEST ROOM205GUEST ROOM206GUEST ROOM224GUEST ROOM215GUEST ROOM216GUEST ROOM217GUEST ROOM222GUEST ROOM208GUEST ROOM225BUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDGUEST ROOM221BEDROOM220AROLL INSHOWERBUNK BEDGUEST ROOM220GUEST ROOM209GUEST ROOM207ADA GUESTROOMTOTAL: 35 BEDS ON 2ND FLOORTOTAL: 20 UNITS ON 2ND FLOORBEDS TYPES 2ND FLOOR:TWINS = 10QUEENS = 25LODGING AREA4,552.01 SFNON-UNITCOMMON AREA498.26 SFNON-UNIT COMMON AREALODGE 610.55 SFGUEST ROOM218GUEST ROOM219GUEST ROOM223GUEST ROOM211GUEST ROOM212GUEST ROOM213GUEST ROOM214CORRIDOR200NON-UNIT COMMON AREACOMMERCIAL AREA (NET LEASABLE)NON-UNIT LODGE AREANON-UNIT COMMON AREA (EXEMPT)NON-UNIT COMMON AREA (EXEMPT - ROOF TERRACE)HATCH PATTERN LEGENDLODGE AREA (GUESTROOMS)STAIR #1106ELEVATOR105ELEVATOR103STAIR #210434" HIGHPICK-UPCOUNTER1/4" / 1'-0"-0' - 7"-0' - 9 1/2"DN1/2" ADA DOORTHRESHOLDUPTRANSFORMERDNSKI STORAGE107RECEPTION108LOBBY/EXIT DISCHARGE100OFFICE109COURTYARD112RETAIL/RESTAURANTSPACE 'A'102COMMERCIAL AREA629.71 SFNON-UNITCOMMONAREA2,113.11 SFCOMMERCIAL AREA1,847.61 SFNON-UNITCOMMON AREALODGE743.41 SFCAR ELEVATOR102ELEC.111STORAGE110STAIR #3113300 SF COVEREDTRASH/UTILITY AREA114EGRESS CORRIDOR115RETAIL/RESTAURANTSPACE 'B'101NON-UNITCOMMON AREA211.19 SF(EXEMPT IN CLZONE)ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.As indicated7/15/2016 8:03:37 AMASPEN, COFAR−22016−0035−3−16FAR CALCULATIONS730 E. COOPER AVE. 3/16" = 1'-0"2PROPOSED SECOND FLOOR - FAR 3/16" = 1'-0"1MAIN FLOOR PLAN - FARZONING INFORMATION & CALCULATIONS:ZONING: (CL) COMMERCIAL LODGENET LOT AREA: 6,927 SF (69.27'x100')ZONING ALLOWANCE (2.5:1): 17,260 SFLOWER LEVEL: 0% EXPOSED WALLS (100% EXEMPT)CALCULATIONS:GROSS FLOOR AREA:COMMERCIAL SPACE: 2,477.32 SFLODGING SPACE: 14,372.69 SFNON-UNIT SPACE: 6,041.15 SFGROSS NON-UNIT AREA:1ST: 2,113.11 SF2ND: 498.26 SF3RD: 995.77 SF4TH: 55.93 SFLL: 2,378.08 SFTOTAL: 6,041.15 SFGROSS UNIT FLOOR AREA (MINUS NON-UNIT):LODGE FLOOR AREA + COMMERCIAL FLOOR AREA=6,041.15 + 14,372.69 = 20,413.84TOTAL NON-UNIT FLOOR AREA (MINUS LOWER LEVELS):1ST FLOOR + 2ND FLOOR + 3RD FLOOR + ROOF TERRACE=2,113.11 + 498.26 + 995.77 + 55.93 = 3,663.07 SFPERCENTAGE OF USE CATEGORY PER BUILDING FLOOR AREA:COMMERCIAL: [(2,477.32/20,413.84)x100] = 12.14%LODGING: [(14,372.69/20,413.84)x100] = 70.40%APPLICATION OF USE PERCENTAGES TO NON-UNIT FLOOR AREA:COMMERCIAL: 3,663.07 x 12.14% = 444.70 SFLODGING: 3,663.07 x 70.40% = 2,578.80 SFFINAL FLOOR AREA:TOTAL FAR FOR COMMERCIAL: 2,477.32+444.70=2,922.02 SF(0.42:1)TOTAL FAR FOR LODGE:[(14,372.69-3,801.67)+2,578.80]=13,149.82(1.90:1)CUMULATIVE: 16,071.84 SF (2.32:1)GROSS LODGE AREA:1ST: 743.41 SF2ND: 5,162.56 SF3RD: 4,665.05 SF4TH: 0 SFLL: 3,801.67 SFTOTAL: 14,372.69 SFLOWER LEVEL 1: 6,179.75 SFTOTAL FAR: 16,251.49 SF (2.34:1 FAR)NON-UNIT COMMON AREA: 2,378.08 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 3,801.67 SF (BLUE)2ND LEVEL: 5,660.82 SFLODGING AREA: 4,552.01 SF (RED)NON-UNIT COMMON AREA: 498.26 SF (ELEVATORS/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SF3RD LEVEL: 5,660.82 SFLODGING AREA: 4,054.50 SF (RED)NON-UNIT COMMON AREA: 995.77 SF (ELEVATOR/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SFNON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)NON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)ROOF LEVEL: 4,814.68 SFNON-UNIT COMMON AREA: 4,758.75 SF (ALL AREAS)DEDUCTIONS: 4,758.75 SF (DECK, MECHANICAL, STAIR/ELEVATOR)GROSS AREA TOWARDS FAR: 55.93 SFNON-UNIT LODGE AREA: 55.93 SFLOWER LEVEL 2: 6,179.75 SFNON-UNIT COMMON AREA: 6,179.75 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 0 SF (BLUE)FLOOR AREA SUMMARY:MAIN LEVEL: 5,545.03 SFCOMMERCIAL AREA: 2,477.32 SF (RED)NON-UNIT COMMON AREA: 2,113.11 SF (PURPLE)DEDUCTIONS: 211.19 SF (GREEN)GROSS AREA TOWARDS FAR: 4,367.76 SFNON-UNIT LODGE AREA: 743.41 SF (BLUE)NO. DATE BY DESCRIPTION
NON-UNIT COMMON AREACOMMERCIAL AREA (NET LEASABLE)NON-UNIT LODGE AREANON-UNIT COMMON AREA (EXEMPT)NON-UNIT COMMON AREA (EXEMPT - ROOF TERRACE)HATCH PATTERN LEGENDLODGE AREA (GUESTROOMS)ELEV. #1403STAIR #1402ELEV. #2404STAIR #2405COURTYARDBELOWMECHANICAL AREA406MECHANICAL AREA401GREEN ROOFAREA, TYP.MECHANICALAREAMECHANICALAREA3' - 6"3' - 6"3' - 6"3' - 6"ELEV. LOBBY40019' - 4"21' - 7"21' - 3"21' - 5"55' - 6"21' - 5"19' - 4"21' - 7"21' - 3"NON-UNITCOMMON AREA356.94 SF (EXEMPT)NON-UNITCOMMON AREA232.68 (EXEMPT)NON-UNITCOMMON AREA232.68 (EXEMPT)NON-UNITCOMMON AREA203.89 SF (EXEMPT)NON-UNITCOMMON AREA356.94 SF (EXEMPT)NON-UNITCOMMON AREA2903 SF (EXEMPTDECK)NON-UNITCOMMON AREA472.62 SF(EXEMPT)NON-UNIT COMMON AREALODGE 55.93 SFELEVATOR304ELEVATOR303STAIRS #2302STAIRS #1301CORRIDOR300GUEST ROOM325GUEST ROOM306GUEST ROOM307GUEST ROOM324WOMEN'S344GUEST ROOM308GUEST ROOM309GUEST ROOM311GUEST ROOM312GUEST ROOM313GUEST ROOM314GUEST ROOM315GUEST ROOM317GUEST ROOM318GUEST ROOM319MEN'S343GUEST ROOM321BEDROOM320AGUEST ROOM310GUEST ROOM316STORAGE345STORAGE342COURTYARDBELOWLODGING AREA4,054.50 SFNON-UNITCOMMON AREA995.77 SFNON-UNIT COMMON AREALODGE 610.55 SFTYP. DORMUNITBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDROLL INSHOWERBUNK BEDADA GUESTROOMBUNK BEDBUNK BEDBUNK BEDBUNK BEDTOTAL: 33 BEDS ON 3RD FLOORTOTAL: 18 UNITS ON 3RD FLOORBEDS TYPES 3RD FLOOR:TWINS = 10QUEENS = 23ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.As indicated7/15/2016 8:03:40 AMASPEN, COFAR−32016−0035−3−16FAR CALCULATIONS730 E. COOPER AVE.ZONING INFORMATION & CALCULATIONS:ZONING: (CL) COMMERCIAL LODGENET LOT AREA: 6,927 SF (69.27'x100')ZONING ALLOWANCE (2.5:1): 17,260 SFLOWER LEVEL: 0% EXPOSED WALLS (100% EXEMPT)CALCULATIONS:GROSS FLOOR AREA:COMMERCIAL SPACE: 2,477.32 SFLODGING SPACE: 14,372.69 SFNON-UNIT SPACE: 6,041.15 SFGROSS NON-UNIT AREA:1ST: 2,113.11 SF2ND: 498.26 SF3RD: 995.77 SF4TH: 55.93 SFLL: 2,378.08 SFTOTAL: 6,041.15 SFGROSS UNIT FLOOR AREA (MINUS NON-UNIT):LODGE FLOOR AREA + COMMERCIAL FLOOR AREA=6,041.15 + 14,372.69 = 20,413.84TOTAL NON-UNIT FLOOR AREA (MINUS LOWER LEVELS):1ST FLOOR + 2ND FLOOR + 3RD FLOOR + ROOF TERRACE=2,113.11 + 498.26 + 995.77 + 55.93 = 3,663.07 SFPERCENTAGE OF USE CATEGORY PER BUILDING FLOOR AREA:COMMERCIAL: [(2,477.32/20,413.84)x100] = 12.14%LODGING: [(14,372.69/20,413.84)x100] = 70.40%APPLICATION OF USE PERCENTAGES TO NON-UNIT FLOOR AREA:COMMERCIAL: 3,663.07 x 12.14% = 444.70 SFLODGING: 3,663.07 x 70.40% = 2,578.80 SFFINAL FLOOR AREA:TOTAL FAR FOR COMMERCIAL: 2,477.32+444.70=2,922.02 SF(0.42:1)TOTAL FAR FOR LODGE:[(14,372.69-3,801.67)+2,578.80]=13,149.82(1.90:1)CUMULATIVE: 16,071.84 SF (2.32:1)GROSS LODGE AREA:1ST: 743.41 SF2ND: 5,162.56 SF3RD: 4,665.05 SF4TH: 0 SFLL: 3,801.67 SFTOTAL: 14,372.69 SF 3/16" = 1'-0"2PROPOSED ROOF TERRACE PLAN 3/16" = 1'-0"1PROPOSED THIRD FLOOR PLAN - FARLOWER LEVEL 1: 6,179.75 SFTOTAL FAR: 16,251.49 SF (2.34:1 FAR)NON-UNIT COMMON AREA: 2,378.08 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 3,801.67 SF (BLUE)2ND LEVEL: 5,660.82 SFLODGING AREA: 4,552.01 SF (RED)NON-UNIT COMMON AREA: 498.26 SF (ELEVATORS/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SF3RD LEVEL: 5,660.82 SFLODGING AREA: 4,054.50 SF (RED)NON-UNIT COMMON AREA: 995.77 SF (ELEVATOR/STAIRS)DEDUCTIONS: 0 SFGROSS AREA TOWARDS FAR: 5,660.82 SFNON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)NON-UNIT LODGE AREA: 610.55 SF (CORRIDOR)ROOF LEVEL: 4,814.68 SFNON-UNIT COMMON AREA: 4,758.75 SF (ALL AREAS)DEDUCTIONS: 4,758.75 SF (DECK, MECHANICAL, STAIR/ELEVATOR)GROSS AREA TOWARDS FAR: 55.93 SFNON-UNIT LODGE AREA: 55.93 SFLOWER LEVEL 2: 6,179.75 SFNON-UNIT COMMON AREA: 6,179.75 SF (PURPLE)DEDUCTIONS: 6,179.75 SF (SUBGRADE EXEMPT)GROSS AREA TOWARDS FAR: 0 SFNON-UNIT LODGE AREA: 0 SF (BLUE)FLOOR AREA SUMMARY:MAIN LEVEL: 5,545.03 SFCOMMERCIAL AREA: 2,477.32 SF (RED)NON-UNIT COMMON AREA: 2,113.11 SF (PURPLE)DEDUCTIONS: 211.19 SF (GREEN)GROSS AREA TOWARDS FAR: 4,367.76 SFNON-UNIT LODGE AREA: 743.41 SF (BLUE)NO. DATE BY DESCRIPTION
UPUPDNUPUPSTAIR #2L104STAIR #1L105ELEVATORL102ELEVATORL103LIBRARYL108MECHANICAL ROOML112CAR ELEVATORL115HAMAML110WOMEN'S LOCKERROOML109BARL107CORRIDORL101LOUNGEL100MOP SINKL113STAIR #3L114DEDICATED OUTSIDEAIR UNITBOILER7'-0"7' - 0"6' - 6"7' - 0"BOILERDHWTANKDHWTANKMEN'S LOCKERL111BACK OF HOUSEL106STAIR #1L202MECHANICAL RM.L203CAR ELEVATORL204STAIR #2L205VALET PARKINGL200ELEV.L201HYDRAULICCAR LIFT, TYP.24 PARKING SPACES PROVIDED123456789101112131415161718192021222324ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:03:41 AMASPEN, CONL−12016−0035−3−16NET LIVABLE PLANS730 E. COOPER AVE.LOWER LEVEL 1 ROOM SCHEDULENumber Name AreaL100 LOUNGE 333 SFL101 CORRIDOR 629 SFL102 ELEVATOR 42 SFL103 ELEVATOR 42 SFL104 STAIR #2 127 SFL105 STAIR #1 127 SFL106 LIBRARY 729 SFL106 BACK OF HOUSE 523 SFL107 BAR 745 SFL109 WOMEN'S LOCKERROOM336 SFL110 HAMAM 428 SFL111 MEN'S LOCKER 156 SFL112 MECHANICAL ROOM 287 SFL113 MOP SINK 31 SFL114 STAIR #3 132 SFL115 CAR ELEVATOR 284 SF4954 SFNO NET LEASABLE OR NET LIVABLE ON THIS LEVELTOTAL AREA:COMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACESUMMARY:MAIN LEVEL: 4,919 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 2,237 SFPUBLIC AMENITY: 894 SF3RD LEVEL: 5,007 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 3,572 SFTOTAL COMMON AREA: 1,435 SFPUBLIC AMENITY: 2ND & 3RD-0 SFROOF LEVEL: 3,673 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 770 SFPUBLIC AMENITY: 2,903 SFTOTAL COMMON AREA: 15,554 SFLOWER LEVEL 1 : 4,954 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 4,954 SFPUBLIC AMENITY: 0 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 7,649 SFTOTAL PUBLIC AMENITY: 3,225 SFTOTAL BUILDING AREA: 28,797 SF 3/16" = 1'-0"2LOWER LEVEL-NLACOMMON SPACECOMMON SPACECOMMON SPACETOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 5,131 SFPUBLIC AMENITY: 0 SFLOWER LEVEL 2 : 5,131 SF 3/16" = 1'-0"1LOWER LEVEL 2 - NLALOWER LEVEL 2 ROOM SCHEDULENumber Name AreaL200 VALET PARKING 4163 SFL201 ELEV. 42 SFL202 STAIR #1 127 SFL203 MECHANICAL RM. 382 SFL204 CAR ELEVATOR 284 SFL205 STAIR #2 132 SF5131 SFNO NET LIVABLE OR NET LEASABLE ON THIS LEVELTOTAL AREA:COMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACE2ND LEVEL: 5,104 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 4,077 SFTOTAL COMMON AREA: 1,027 SFPUBLIC AMENITY: 0 SFNO. DATE BY DESCRIPTION
DNUPDNUPDNUPADA DORMUNITSTAIR #1201STAIR #2202COURTYARDBELOWELEVATOR203ELEVATOR204TYP. DORMUNITGUEST ROOM205GUEST ROOM206GUEST ROOM224GUEST ROOM215GUEST ROOM216GUEST ROOM217GUEST ROOM222GUEST ROOM208GUEST ROOM225BUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNK BEDBUNK BEDBUNK BEDBUNK BEDSTORAGEHOOKSSTORAGEHOOKSBUNK BEDBUNK BEDBUNK BEDBUNK BEDGUEST ROOM221BEDROOM220AROLL INSHOWERBUNK BEDGUEST ROOM220GUEST ROOM209GUEST ROOM207ADA GUESTROOMGUEST ROOM218NET LIVABLEBEDROOMGUEST ROOMSTAIR #1106ELEVATOR105ELEVATOR103STAIR #210434" HIGHPICK-UPCOUNTER1/4" / 1'-0"-0' - 7"-0' - 9 1/2"DN1/2" ADA DOORTHRESHOLDTRANSFORMERDNSKI STORAGE107RECEPTION108LOBBY/EXIT DISCHARGE100OFFICE109COURTYARD112RETAIL/RESTAURANTSPACE 'A'102NET LEASABLE AREANET LEASABLEAREA10' - 0"10' - 0"3' - 0"3' - 0"18' - 2"30' - 8"28' - 0"18' - 6"20' - 10"30' - 8"9' - 1"19' - 2"4' - 6"6' - 6"CAR ELEVATOR102ELEC.111STORAGE110STAIR #3113300 SF COVEREDTRASH/UTILITY AREA114EGRESS CORRIDOR115RETAIL/RESTAURANTSPACE 'B'101ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:03:45 AMASPEN, CONL−22016−0035−3−16NET LIVABLE PLANS730 E. COOPER AVE.SECOND LEVEL ROOM SCHEDULENumber Name Area200 CORRIDOR 686 SF201 STAIR #1 127 SF202 STAIR #2 127 SF203 ELEVATOR 42 SF204 ELEVATOR 42 SF205 GUEST ROOM 163 SF206 GUEST ROOM 165 SF207 GUEST ROOM 165 SF208 GUEST ROOM 166 SF209 GUEST ROOM 201 SF211 GUEST ROOM 294 SF212 GUEST ROOM 145 SF213 GUEST ROOM 141 SF214 GUEST ROOM 290 SF215 GUEST ROOM 206 SF216 GUEST ROOM 167 SF217 GUEST ROOM 167 SF218 GUEST ROOM 171 SF219 GUEST ROOM 157 SF220 GUEST ROOM 197 SF220A BEDROOM 87 SF221 GUEST ROOM 165 SF222 GUEST ROOM 306 SF223 GUEST ROOM 306 SF224 GUEST ROOM 165 SF225 GUEST ROOM 253 SF5104 SFTOTAL AREA:NET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACENET LIVABLENET LIVABLENET LIVABLE 3/16" = 1'-0"2SECOND FLOOR PLAN - NLAMAIN LEVEL ROOM SCHEDULENumber Name Area100 LOBBY/EXIT DISCHARGE 568 SF101 RETAIL/RESTAURANTSPACE 'B'597 SF102 RETAIL/RESTAURANTSPACE 'A'1763 SF103 ELEVATOR 41 SF104 STAIR #2 127 SF105 ELEVATOR 40 SF106 STAIR #1 127 SF107 SKI STORAGE 181 SF108 RECEPTION 142 SF109 OFFICE 161 SF110 STORAGE 85 SF111 ELEC. 29 SF112 COURTYARD 322 SF113 STAIR #3 182 SF114 300 SF COVEREDTRASH/UTILITY AREA268 SF115 EGRESS CORRIDOR 284 SF4919 SFNET LEASABLENET LEASABLETOTAL NET LEASABLE: 2,360 SFTOTAL AREA:COMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACEPUBLIC AMENITYCOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACE 3/16" = 1'-0"1MAIN FLOOR PLAN - NLATOTAL NET LIVABLE: 4077 SFTOTAL AREA:SUMMARY:MAIN LEVEL: 4,919 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 2,237 SFPUBLIC AMENITY: 894 SF3RD LEVEL: 5,007 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 3,572 SFTOTAL COMMON AREA: 1,435 SFPUBLIC AMENITY: 2ND & 3RD-0 SFROOF LEVEL: 3,673 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 770 SFPUBLIC AMENITY: 2,903 SFTOTAL COMMON AREA: 15,554 SFLOWER LEVEL 1 : 4,954 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 4,954 SFPUBLIC AMENITY: 0 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 7,649 SFTOTAL PUBLIC AMENITY: 3,225 SFTOTAL BUILDING AREA: 28,797 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 5,131 SFPUBLIC AMENITY: 0 SFLOWER LEVEL 2 : 5,131 SF2ND LEVEL: 5,104 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 4,077 SFTOTAL COMMON AREA: 1,027 SFPUBLIC AMENITY: 0 SFNO. DATE BY DESCRIPTION
DNDNELEV. #1403STAIR #1402ELEV. #2404STAIR #2405COURTYARDBELOWMECHANICAL AREA406MECHANICAL AREA401GREEN ROOFAREA, TYP.MECHANICALAREAMECHANICALAREA3' - 6"3' - 6"3' - 6"3' - 6"ELEV. LOBBY40019' - 4"21' - 7"21' - 3"21' - 5"55' - 6"21' - 5"19' - 4"21' - 7"21' - 3"PUBLIC AMENITYAREAROOF TERRACE407ELEVATOR304ELEVATOR303STAIRS #2302STAIRS #1301CORRIDOR300GUEST ROOM325GUEST ROOM306GUEST ROOM307GUEST ROOM324WOMEN'S344GUEST ROOM308GUEST ROOM309GUEST ROOM311GUEST ROOM312GUEST ROOM313GUEST ROOM314GUEST ROOM315GUEST ROOM317GUEST ROOM318GUEST ROOM319MEN'S343GUEST ROOM321BEDROOM320AGUEST ROOM310GUEST ROOM316STORAGE345STORAGE342COURTYARDBELOWTYP. DORMUNITBUNK BEDBUNK BEDBUNK BEDBUNK BEDBUNK BEDROLL INSHOWERBUNK BEDADA GUESTROOMBUNK BEDBUNK BEDBUNK BEDBUNK BEDNET LIVABLEBEDROOMGUEST ROOMScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:03:49 AMASPEN, CONL−32016−0035−3−16NET LIVABLE PLANS730 E. COOPER AVE. 3/16" = 1'-0"2PROPOSED ROOF TERRACE PLANROOF LEVEL ROOM SCHEDULENumber Name Area400 ELEV. LOBBY 45 SF401 MECHANICAL AREA 193 SF402 STAIR #1 127 SF403 ELEV. #1 42 SF404 ELEV. #2 42 SF405 STAIR #2 127 SF406 MECHANICAL AREA 194 SF407 ROOF TERRACE 2903 SF3673 SFNO NET LIVABLE OR NET LEASABLE ON THIS LEVELTOTAL AREA:COMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACEPUBLIC AMENITYTOTAL AREA:NET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLENET LIVABLETOTAL NET LIVABLE: 3,572 SFCOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACENET LIVABLE 3/16" = 1'-0"1PROPOSED THIRD FLOOR PLAN - FARTHIRD LEVEL ROOM SCHEDULENumber Name Area300 CORRIDOR 749 SF301 STAIRS #1 127 SF302 STAIRS #2 127 SF303 ELEVATOR 42 SF304 ELEVATOR 42 SF306 GUEST ROOM 163 SF307 GUEST ROOM 165 SF308 GUEST ROOM 163 SF309 GUEST ROOM 167 SF310 GUEST ROOM 196 SF311 GUEST ROOM 283 SF312 GUEST ROOM 139 SF313 GUEST ROOM 139 SF314 GUEST ROOM 286 SF315 GUEST ROOM 200 SF316 GUEST ROOM 165 SF317 GUEST ROOM 165 SF318 GUEST ROOM 165 SF319 GUEST ROOM 154 SF320 GUEST ROOM 197 SF320A BEDROOM 87 SF321 GUEST ROOM 241 SF324 GUEST ROOM 243 SF325 GUEST ROOM 253 SF342 STORAGE 37 SF343 MEN'S 137 SF344 WOMEN'S 137 SF345 STORAGE 37 SF5007 SFCOMMON SPACECOMMON SPACECOMMON SPACECOMMON SPACESUMMARY:MAIN LEVEL: 4,919 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 2,237 SFPUBLIC AMENITY: 894 SF3RD LEVEL: 5,007 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 3,572 SFTOTAL COMMON AREA: 1,435 SFPUBLIC AMENITY: 2ND & 3RD-0 SFROOF LEVEL: 3,673 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 770 SFPUBLIC AMENITY: 2,903 SFTOTAL COMMON AREA: 15,554 SFLOWER LEVEL 1 : 4,954 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 4,954 SFPUBLIC AMENITY: 0 SFTOTAL NET LEASABLE: 2,360 SFTOTAL NET LIVABLE: 7,649 SFTOTAL PUBLIC AMENITY: 3,225 SFTOTAL BUILDING AREA: 28,797 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 0 SFTOTAL COMMON AREA: 5,131 SFPUBLIC AMENITY: 0 SFLOWER LEVEL 2 : 5,131 SF2ND LEVEL: 5,104 SFTOTAL NET LEASABLE: 0 SFTOTAL NET LIVABLE: 4,077 SFTOTAL COMMON AREA: 1,027 SFPUBLIC AMENITY: 0 SFNO. DATE BY DESCRIPTION
SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"T/O ELEVATOR SHAFT49' - 10"T/O STAIRWELL44' - 5"CONCRETE BASE, TYP.INSULATED,LOW-LIGHTEMITTANCECLEARGLAZING, TYP.STEEL AND GLASSRAILING, TYP.CANOPY SUPPORTCABLE, TYP.ELEVATOR SHAFTBEYONDEXPOSED GLULAMBEAMS AND COLUMNS, TYP.VEGETATED WALL,TYP. SEELANDSCAPEDRAWINGS.DECORATIVE STEELCOUNTER WEIGHT, TYP.DECORATIVE STEELPULLEY,TYP.FUTURE SIGNAGE122.13456789101112136.17.111.1B/O CANOPY14' - 8"NORTHEAST PROPOSEDGRADE0' - 0"SOUTHEAST GRADE3' - 4 3/32"RETAIL 'A' FIN. FLOOR2' - 8 17/32"LOBBY FIN. FLR.2' - 0 29/32"RETAIL 'B' FIN. FLR.0' - 9 31/32"T/O RAILING39' - 5"HANGING SIGNFUTURE SIGNAGESTAIRWELL WALLBEYONDELEVATOR OVERRUN5.1T/O ARCHITECTURALELEMENT37' - 8"T/O ELEVATOR ABOVE GRADE47' - 11"36' - 2"NORTHEAST EXIST. GRADE0' - 2 1/4"36' - 2"MOSTRESTRICTIVEGRADE32' - 10"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"T/O ELEVATOR SHAFT49' - 10"T/O STAIRWELL44' - 5"CONCRETE BASE, TYP.INSULATED,LOW-LIGHT EMITTANCECLEAR GLAZING, TYP.STEEL AND GLASS RAILING,TYP.CANOPY BEYONDCANOPY SUPPORTCABLEELEVATOR SHAFTBEYONDEXPOSED GLULAMBEAMS AND COLUMNS, TYP.VEGETATED WALL,TYP. SEE LANDSCAPEDRAWINGS.DECORATIVE STEELCOUNTER WEIGHTDECORATIVE STEELPULLEY BEYONDGROUND LEVEL OPERABLEWINDOWS (TYP)ABCDEFGJE.1F.1KB/O CANOPY14' - 8"SOUTHWEST PROPOSEDGRADE2' - 2 3/4"SOUTHEAST GRADE3' - 4 3/32"RETAIL 'A' FIN. FLOOR2' - 8 17/32"T/O RAILING39' - 5"HANGING SIGNEXTERIOR LIGHTINGELEVATOR OVERRUNT/O MECHANICAL AREA41' - 3"E.2T/O ARCHITECTURALELEMENT37' - 8"34' - 5"34' - 5"SOUTHWEST EXIST. GRADE1' - 9 3/8"MOSTRESTRICTIVEGRADE32' - 10"33' - 9"ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:02:52 AMASPEN, COA−2002016−0035−3−16PROPOSED EXTERIOR ELEVATIONS730 E. COOPER AVE. 3/16" = 1'-0"1EAST ELEVATION 3/16" = 1'-0"2SOUTH ELEVATIONNO. DATE BY DESCRIPTION
PROPOSED NORTHWESTGRADE-1' - 2 5/8"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"T/O ELEVATOR SHAFT49' - 10"T/O STAIRWELL44' - 5"ELEVATOR SHAFTBEYONDDISTRESSED METAL PANELS(TYP.) 1/3 RUNNING BONDTRANSFORMERBOARD-FORMEDCONCRETE SCREEN WALLVEGETATED WALL,TYP. SEE LANDSCAPEDRAWINGS.STEEL ANDGLASS RAILINGSTEEL AND GLASS RAILINGDISTRESSED METALPANELS (TYP.) 1/3RUNNING BOND122.13456789101112136.17.111.1SOUTHWEST PROPOSEDGRADE2' - 2 3/4"T/O RAILING39' - 5"MECHANICAL UNITSCREENINGCONCRETE BASE, TYP.MECHANICAL UNITSCREENINGEXPOSED GLULAMBEAMS AND COLUMNS,TYP.INSULATED,LOW-LIGHT EMITTANCECLEAR GLAZING, TYP.EXTERIOR LIGHT FIXTURE, TYP.5.1T/O ARCHITECTURALELEMENT37' - 8"EXIST. NORTHWEST GRADE-0' - 10 5/8"MOST RESTRICTIVEGRADE37' - 5"37' - 5"33' - 9"PROPOSED NORTHWESTGRADE-1' - 2 5/8"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"T/O ELEVATOR SHAFT49' - 10"T/O STAIRWELL44' - 5"CONCRETE BASE, TYP.EXPOSED GLULAMBEAMS AND COLUMNS, TYP.STEEL AND GLASS RAILING, TYP.CANOPY BEYONDCANOPY SUPPORTCABLEELEVATOR SHAFTBEYONDDECORATIVE STEELCOUNTER WEIGHTDECORATIVE STEELPULLEYINSULATED,LOW-LIGHT EMITTANCECLEAR GLAZING, TYP.DISTRESSED METAL PANEL(TYP) 1/3 RUNNIGN BONDABCDEFGJE.1F.1KB/O CANOPY14' - 8"NORTHEAST PROPOSEDGRADE0' - 0"RETAIL 'B' FIN. FLR.0' - 9 31/32"T/O RAILING39' - 5"EXTERIOR LIGHTFIXTURE, TYP.CAR ELEVATOR DOORVEGETATEDWALL, TYP. SEELANDSCAPEDRAWINGS.TRANSFORMEROVERHEAD SECTIONALDOORS9' - 0"10' - 0"T/O MECHANICAL AREA41' - 3"E.2OVERRUNELEVATORT/O ARCHITECTURALELEMENT37' - 8"EXIST. NORTHWEST GRADE-0' - 10 5/8"MOST RESTRICTIVEGRADE37' - 5"37' - 5"36' - 2"ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:03:06 AMASPEN, COA−2012016−0035−3−16PROPOSED EXTERIOR ELEVATIONS730 E. COOPER AVE. 3/16" = 1'-0"1WEST ELEVATION 3/16" = 1'-0"2NORTH ELEVATIONNO. DATE BY DESCRIPTION
SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"PARAPET36' - 2"T/O ELEVATOR SHAFT49' - 10"T/O STAIRWELL44' - 5"A-2302A-2306SIGNAGE SHOWNFOR REFERENCE ONLY.TENANT SIGNAGETO BE UNDERSEPERATE PERMIT.SIGNAGE SHOWNFOR REFERENCE ONLY.TENANT SIGNAGETO BE UNDERSEPERATE PERMIT.B/O CANOPY14' - 8"NORTHEAST PROPOSEDGRADE0' - 0"B/O LIGHT FIXTURE10' - 4 3/8"RETAIL 'A' FIN. FLOOR2' - 8 17/32"LOBBY FIN. FLR.2' - 0 29/32"RETAIL 'B' FIN. FLR.0' - 9 31/32"T/O RAILING39' - 5"A-2307A-2307SimEXIST. NORTHWEST GRADE-0' - 10 5/8"PARAPET36' - 2"5' - 0"1' - 6"1"7"1' - 2"7"HANGING SIGNSQUARE FOOTAGE = 5.99 SF(5'-0" x 1'-2/3/8")2"9"3"2' - 4"WHITE CUTOUT LETTERS(DOUBLE SIDED)DISTRESSED METAL PANELFINISH TO MATCH BUILDINGCONCEALED FASTENERS4"4' - 5"4"PAINTEDLETTER FACE, TYP.METAL LETTER RETURN TOMATCH BUILDING , TYP.LETTER SUPPORT , TYP.FREESTANDING LETTERSIGN = 6 S.F.(1'-0 7/16" x 5'-9 1/2")PAINTEDLETTER FACE, TYP.METAL LETTER RETURN TOMATCH BUILDING, TYP.FREESTANDING LETTERSIGN = 6 S.F.( 10 11/16" x 6'-7")LETTER SUPPORT, TYP.5' - 0"2"DISTRESSED METAL PANELFINISH TO MATCH BUILDINGCONCEALED FASTENERSEQEQLETTER FACE(DOUBLE SIDED)1011AB11.1"RETAIL"SIGN LOCATIONCANOPY OPENSTRUCTURE6786.17.1AB"BASE" SIGNLOCATIONCANOPY OPENTIMBER STRUCTUREScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.As indicated7/15/2016 8:03:14 AMASPEN, COA−2302016−0035−3−16PROPOSED SIGNAGE ELEVATION730 E. COOPER AVE. 3/16" = 1'-0"1PROPOSED SIGNAGE ELEVATION - EAST 1" = 1'-0"2PROPOSED HANGING SIGN DETAIL 1" = 1'-0"6PROPOSED CANOPY SIGNAGE DETAIL 1" = 1'-0"7PROPOSED CANOPY RETAIL SIGNAGE DETAIL 1" = 1'-0"3PROPOSED HANGING SIGN SIDE PROFILE 1/4" = 1'-0"5RETAIL ENTRANCE CANOPY PLAN, TYP. 1/4" = 1'-0"4MAIN ENTRY CANOPY PLANNO. DATE BY DESCRIPTION
122.13456789101112136.17.1ABCDEFGJ11.1E.1F.1KLIGHT FIXTURETYPE "A", TYP.LIGHT FIXTURE TYPE "B"LIGHT FIXTURE TYPE "B"LIGHT FIXTURETYPE "B", TYP.LIGHT FIXTURETYPE "A", TYP.LIGHT FIXTURETYPE "A", TYP.LIGHT FIXTURETYPE "A", TYP.69' - 3"5' - 7"9' - 3"10' - 0"10' - 9"10' - 9"10' - 9"10' - 0"2' - 1"3' - 7"6' - 6"4' - 11"5' - 10"100' - 0"1' - 2"10' - 11"10' - 11"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"10' - 11"10' - 11"1' - 1"5' - 10"5' - 0"3' - 7"5' - 5"5' - 5"3' - 7"9' - 4"1' - 7"TYP.1' - 6"TYP.1' - 6"TYP.1' - 6"7'-10 7/8"8'-0 1/8"8'-2 5/8"8'-4 3/8"9'-7"10'-3 5/8"8'-2 1/8"8'-2 1/8"8'-4 7/8"8'-4 1/4"7'-10 5/8"7'-10 5/8"7'-4 3/8"7'-4 3/8"7'-0 1/4"7'-0 1/4"7'-0 1/4"10'-7 1/8"10'-4 5/8"10'-4 3/8"9'-11 5/8"9'-7 1/2"9'-2 1/8"8'-4 1/2"8'-8 1/2"8'-6 1/2"8'-1 1/2"8'-8 1/4"7'-6 1/4"7'-0 7/8"12' - 2 1/8"14' - 0 5/8"12' - 9 11/16"12' - 9 11/16"X'-XX"INDICATES MOUNTING ELEVATIONABOVE EXTERIOR GRADEEQ.3' - 0"EQ.EQ.3' - 7"EQ.EQ.3' - 7"EQ.LIGHT FIXTURETYPE "B", TYP.E.25.1ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/16" = 1’−0"7/15/2016 8:03:18 AMASPEN, COA−2402016−0035−3−16PROPOSED OUTDOOR LIGHTING730 E. COOPER AVE. 3/16" = 1'-0"1REFLECTED CEILING PLAN - EXTERIOR LIGHTINGEXTERIOR FIXTURE TYPE "B" - BEGA #3502LEDEXTERIOR FIXTURE TYPE "A" - LITHONIA #OLVTWMNO. DATE BY DESCRIPTION
4.44.48.84.55.75.710.13.81.31.31.21.00.91.01.11.31.32.02.01.61.41.21.41.61.92.02.72.52.21.81.61.82.22.62.74.12.92.52.12.02.22.63.02.93.02.82.52.42.52.83.13.02.73.13.13.02.93.13.23.12.82.53.13.53.63.63.63.53.22.62.43.04.34.04.04.03.02.40.50.71.01.41.92.30.50.71.01.42.12.83.30.60.91.21.92.83.45.00.71.11.62.33.13.64.00.91.52.23.23.94.13.71.22.03.24.45.04.73.21.52.54.15.46.53.22.61.62.84.36.11.62.64.14.71.62.53.73.91.72.74.05.11.83.15.06.71.93.45.67.91.83.15.16.91.72.74.25.61.62.64.05.41.83.04.86.51.93.45.67.81.83.35.57.61.72.94.56.01.62.64.05.31.72.84.66.31.83.35.88.21.83.56.21.73.05.17.21.52.64.15.51.52.64.15.61.73.05.27.31.83.46.08.71.73.15.37.61.52.64.05.51.42.33.74.21.42.44.25.31.42.75.07.42.32.42.42.21.91.81.82.12.32.32.12.12.12.01.61.10.70.50.40.30.30.20.20.20.30.40.60.71.01.31.51.71.71.71.61.51.31.10.80.60.40.30.23.52.62.72.92.62.32.42.73.02.92.82.82.82.62.01.40.90.60.60.40.20.20.20.20.40.60.50.81.11.51.92.12.02.01.91.91.61.20.90.60.40.30.21.42.23.13.82.62.52.62.93.13.02.93.33.42.01.50.90.60.80.60.20.20.20.20.50.70.60.81.21.52.22.72.12.02.02.51.81.20.90.70.40.30.22.83.13.33.43.33.12.82.42.93.43.64.14.24.13.63.43.03.14.14.24.54.44.44.54.13.23.24.54.74.74.75.13.34.95.45.12.72.34.14.13.91.42.85.27.74.03.74.15.38.49.87.67.16.67.07.55.95.96.38.28.26.46.26.48.18.07.87.57.67.77.68.08.38.46.75.95.66.46.65.25.05.16.56.15.55.55.35.84.73.32.92.62.44.23.92.92.31.71.22.24.16.16.65.43.43.85.16.57.46.96.25.96.16.15.75.96.16.66.66.26.06.26.56.96.86.76.96.86.77.07.26.86.45.85.55.55.55.25.25.25.65.45.25.14.94.84.13.53.12.63.23.23.12.62.11.50.91.52.53.74.13.72.92.83.74.95.34.94.54.54.74.94.64.64.85.15.14.94.74.95.35.45.25.35.45.45.35.35.55.55.14.74.54.54.54.44.34.44.54.54.44.24.13.93.63.12.82.92.82.62.62.21.71.30.71.01.52.02.22.11.91.92.42.93.23.13.03.13.33.43.33.23.33.43.43.33.33.43.73.73.63.73.93.93.73.73.83.83.53.43.33.43.43.33.33.43.53.43.33.23.13.02.82.62.42.32.22.22.01.71.41.00.70.91.11.21.21.21.41.51.71.81.91.92.02.12.22.22.12.12.22.22.12.22.32.42.42.42.52.62.62.52.52.52.52.42.32.32.32.32.32.42.42.42.42.32.32.22.22.12.01.81.71.61.61.51.31.00.80.10.10.10.10.10.10.10.10.10.10.10.10.10.10.10.20.20.20.10.20.20.20.20.30.30.30.30.50.50.40.40.70.70.60.51.11.10.90.71.61.51.21.02.01.91.61.22.72.31.91.53.52.52.11.73.22.62.31.92.82.62.41.92.62.82.51.92.43.12.51.92.82.31.80.80.80.80.80.80.80.80.80.80.40.10.10.10.10.10.10.10.10.10.10.10.12.30.50.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.0ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.7/15/2016 8:03:29 AMASPEN, COA−2502016−0035−3−16EXTERIOR LIGHTING CALCULATIONS730 E. COOPER AVE.PHOTOMETRIC RENDERINGPHOTOMETRIC MEASUREMENTS - 3'-0" ABOVEGRADENO. DATE BY DESCRIPTION
PROPOSED NORTHWESTGRADE-1' - 2 5/8"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"AB16'-9 3/4"10'-0"10'-4"3"T/O RAILING39' - 5"FIXED/DECORATIVESTEEL PULLEY SYSTEM1" BRAIDED STEELCABLEINTERNALLYILLUMINATED SIGNAGEOPEN GLULAMCANOPY/TRELLISSTRUCTURE W/DECORATIVE STEELPLATE CLADDINGGLULAM COLUMN W/DECORATIVE STEELPLATE CLADDINGTAPERED CAST INPLACE CONC. PIERWALL MOUNTEDLIGHT FIXTURESSTEEL CANOPY CLEATFIXED DECORATIVESTEEL COUNTERWEIGHTGLASS RAILINGGLULAM BEAMGLULAM BEAMGLULAM BEAMHEAVY TIMBER CLT ROOFSTRUCTURE W/ RIGID INSULATION &LIGHT WEIGHT TOPPING SLABGLULAM DIAGONALBRACINGGLULAM DIAGONALBRACINGHEAVY TIMBER CLT FLOORSTRUCTURE W/ LIGHTWEIGHT TOPPING SLABGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGHOPES " THERMAL EVOLUTION"STEEL STOREFRONT SYSTEMLED CEILINGMOUNTED LIGHTFIXTUREVEGETATED WALL,TYP. SEE LANDSCAPEDRAWINGS.STEEL STRUCTUREEARTH RETENTION SYSTEMWITH CONC. GRADE BEAMINSULATED BASEMENTSTEEL STUD ANDGYPSUM FACED WALL.PROPERTY LINE5' - 0"PROPOSED NORTHWESTGRADE-1' - 2 5/8"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"ABT/O RAILING39' - 5"GLULAM COLUMN W/DECORATIVE STEELPLATE CLADDINGWALL MOUNTEDLIGHT FIXTUREGLASS RAILINGHEAVY TIMBER CLT DECK W/ RIGIDINSULATION & LIGHT WEIGHTTOPPING SLABGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGHOPES " THERMAL EVOLUTION"STEEL STOREFRONT SYSTEMGLULAM BEAMBEYONDHEAVY TIMBER CLT FLOORSTRUCTURE W/ LIGHT WEIGHTTOPPING SLABHOPES " THERMAL EVOLUTION"STEEL STOREFRONT SYSTEMGLULAM BEAMBEYONDTAPERED CAST INPLACE CONC. PIERSTEEL STRUCTUREEARTH RETENTION SYSTEMWITH CONC. GRADE BEAMINSULATED BASEMENT STEELSTUD AND GYPSUM FACED WALL.DECORATIVEPEBBLESPROPERTY LINERAILING SETBACK3' -6" (MIN)HEAVY TIMBER CLT FLOORSTRUCTURE W/ LIGHT WEIGHTTOPPING SLABWINDOW SHADE/BLINDSWINDOW SHADE/BLINDSPROPOSED NORTHWESTGRADE-1' - 2 5/8"SECOND FLOOR15' - 7"THIRD FLOOR25' - 7"ROOF TERRACE35' - 11"PARAPET36' - 2"AB16'-9 3/4"10'-0"10'-4"3"T/O RAILING39' - 5"FIXED/DECORATIVESTEEL PULLEY SYSTEM1" BRAIDED STEELCABLEINTERNALLYILLUMINATED SIGNAGEOPEN GLULAMCANOPY/TRELLISSTRUCTURE W/DECORATIVE STEELPLATE CLADDINGGLULAM COLUMN W/DECORATIVE STEELPLATE CLADDINGTAPERED CAST INPLACE CONC. PIERWALL MOUNTEDLIGHT FIXTURESTEEL CANOPY CLEATFIXED DECORATIVESTEEL COUNTERWEIGHTGLASS RAILINGGLULAM BEAMGLULAM BEAMGLULAM BEAMHEAVY TIMBER CLT ROOFSTRUCTURE W/ RIGID INSULATION &LIGHT WEIGHT TOPPING SLABHEAVY TIMBER CLT FLOORSTRUCTURE W/ LIGHT WEIGHTTOPPING SLABGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGGLULAM BEAM W/DECORATIVE STEELPLATE CLADDINGSTEEL STRUCTUREEARTH RETENTION SYSTEMWITH CONC. GRADE BEAMINSULATED BASEMENTSTEEL STUD ANDGYPSUM FACED WALL.PROPERTY LINEGLULAM BEAM W/DECORATIVE STEELPLATE CLADDING5' - 0"WINDOW SHADE/BLINDSWINDOW SHADE/BLINDSScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif. 3/8" = 1’−0"7/15/2016 8:03:32 AMASPEN, COA−3102016−0035−3−16PROPOSED EXTERIOR WALL SECTIONS730 E. COOPER AVE. 3/8" = 1'-0"1PROPOSED CANOPY SECTION 3/8" = 1'-0"3PROPOSED WALL SECTION 3/8" = 1'-0"2PROPOSED CANOPY SECTIONNO. DATE BY DESCRIPTION
ScalePROJECT NUMBERDATEDRAWN BYCHECKED BY7−15−16 RA ORDINANCE NO. 6 (SERIES OF 2016) ’APPROVED PLAN SET’ EXHIBITBASE LODGEmodif.modif.7/15/2016 8:03:33 AMASPEN, COA−3202016−0035−3−16PROPOSED EXTERIOR MATERIALS730 E. COOPER AVE.VEGETATED WALL SYSTEMHEAVY TIMBER WINDOW SLATSFOLDING OVERHEAD WINDOWWOOD TIMBER CEILINGCONCRETE PIERBOARD FORMED CONCRETEDISTRESSED METAL PANELSGLULAM BEAM CONNECTIONSNO. DATE BY DESCRIPTION
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
March, 2016 City of Apen|130 S. Galena St.|(970) 920 5050
ATTACHMENT 2 – LAND USE APPLICATION
PROJECT:
Parcel ID # (REQUIRED)
APPLICANT:
Phone #:
REPRESENTIVATIVE:
Name: _________________________________________________________________________________________________
Address:________________________________________________________________________________________________
Phone#:
TYPE OF APPLICATION: (Please check all that apply):
EXISTING CONDITIONS: (description of existing buildings, uses, previous approvals, etc.)
PROPOSAL: (Description of proposed buildings, uses, modifications, etc.)
Have you attached the following? FEES DUE: $ $1,950
Pre-Application Conference Summary
Attachment #1, Signed Fee Agreement
Response to Attachment #3, Dimensional Requirements Form
Response to Attachment #4, Submittal Requirements – including Written Responses to Review Standards
3-D Model for large project
All plans that are larger than 8.5” X 11” must be folded. A disk with an electric copy of all written text (Microsoft Word Format) must be
submitted as part of the application. Large scale projects should include an electronic 3-D model. Your pre-application conference
summary will indicate if you must submit a 3-D model.
GMQS Exemption Conceptual PUD Temporary Use
GMQS Allotment Final PUD (& PUD Amendment)
Special Review Subdivision
Conceptual SPA
ESA – 8040 Greenline, Stream Subdivision Exemption (includes
Margin, Hallam Lake Bluff, Condominiumization)
Mountain View Plane Final SPA (&SPA
Commercial Design Review Lot Split Amendment)
Residential Design Variance Lot Line Adjustment Small Lodge Conversion/
Expansion
Conditional Use Other:
Name: Base Lodge Recordation Documents Review
Location: 730 East Cooper Avenue
2737-073-20-008
Name: 730 East Cooper, LLC; Mark Hunt, Manager
Address: 2001 North Halsted Road #304; Chicago, IL 60614
312.850.1680
Dwayne Romero; Romero Management, LLC
1340 Mountain View Drive; Aspen, CO 81611
970.618.8880
Review of Recordation
Documents
Existing commercial building with retail, lodge, and restaurant uses. Approved for redevelopment
as a mixed-use building with commercial and lodging uses. See Development Order.
Recordation of development agreement and approved plan set.
CITY OF ASPEN COMMUNITY DEVELOPMENT DEPARTMENT
March, 2016 City of Apen|130 S. Galena St.|(970) 920 5050
ATTACHMENT 3
DIMENSIONAL REQUIREMENTS FORM
Location: ______________________________________________________________________________
Zone District: ______________________________________________________________________________
Lot Size: _______________________________________________________________________________
Lot Area: _______________________________________________________________________________
(For the purpose of calculating Floor Area, Lot Area may be reduced for areas within the high-water
mark, easement, and steep slopes. Please refer to the definition of Lot Area in the Municipal
Code.)
Commercial net leasable: Existing: _____________ Proposed: _________________________________
Number of residential units: Existing: _____________ Proposed: _________________________________
Existing: _____________ Proposed: _________________________________
Proposed % of demolition (Historic properties only): ______________
DIMENSIONS:
Floor Area: Existing: _____________ Allowable: ___________Proposed ____________
Principal bldg. height: Existing: _____________ Allowable: ___________Proposed____________
Access. Bldg. height: Existing: _____________ Allowable: __________ Proposed_____________
On-Site parking: Existing: _____________ Required: ___________Proposed_____________
% Site coverage: Existing: _____________ Required: ___________Proposed_____________
% Open Space: Existing: _____________ Required: ___________Proposed_____________
Front Setback: Existing: _____________ Required ____________Proposed _____________
Rear Setback: Existing: _____________ Required: ___________Proposed _____________
Combined F/F: Existing: _____________ Required ___________ Proposed _____________
Side Setback: Existing: _____________ Required: ___________Proposed _____________
Side Setback: Existing: _____________ Required ___________ Proposed _____________
Combined Sides: Existing: _____________ Required ___________ Proposed _____________
Distance between Bldgs. Existing: _____________ Required: ___________ Proposed _____________
Existing: _____________ Required: ___________Proposed: _____________
Existing non-conformities or encroachments: __________________________________________________
_______________________________________________________________________________________
Variations requested: _____________________________________________________________________
_______________________________________________________________________________________
_______________________________________________________________________________________
Base Lodge Project: ______________________________________________________________________________
Applicant: ___________________________________________________________________________
730 East Cooper Avenue; Aspen, CO 81611
Commercial Lodge - CL
6,000 s.f.
6,000 s.f.
None - Recordation Documents
3,751
0
0
3,751
0
All dimensions, please refer to Development Order
Number of bedrooms: 0
Existing conditions.
730 East Cooper, LLC; Mark Hunt , Manager
BUS_RE/5962031.1
730 East Durant Avenue, Second Floor, Aspen, Colorado 81611-1557
Telephone: 970.925.6300 Fax: 970.925.1181 www.shermanhoward.com
Curtis B. Sanders
Sherman & Howard L.L.C.
Direct Dial Number: 970.300.0114
E-mail: csanders@shermanhoward.com
March 14, 2016
City of Aspen
Community Development Department
130 South Galena Street
Aspen, Colorado 81611
Re: 730 E. Cooper, LLC, a Colorado limited liability company; Certificate of Ownership
Dear Sir or Madam:
I am an attorney licensed by the State of Colorado to practice law.
This letter shall confirm and certify that 730 E. Cooper, LLC, a Colorado limited liability
company, is the owner of all improvements (collectively, the “Improvements”) currently located
on the Easterly 9.27 feet of Lot Q, and all of Lots R and S, Block 105, City and Townsite of
Colorado (the “Real Property”), and that further, 730 E. Cooper, LLC is also the tenant under a
Net Ground Lease dated March 13, 2000 (“Net Ground Lease”) with respect to the Real
Property, between The Simon P. Kelly Trust and the Nora D. Kelly Trusts Dated January 4,
1993, as Landlord and The Buckhorn Arms, LLC as Tenant, a Short Form of which was
recorded on March 13, 2000 as Reception No. 441336, Pitkin County, Colorado, and which Net
Ground Lease was assigned to and assumed by 730 E. Cooper, LLC pursuant that certain Bill of
Sale, Assignment and Assumption Agreement dated March 5, 2013, between The Buckhorn
Arms, LLC as assignor and 730 E. Cooper, LLC as assignee, and recorded April 2, 2013 as
Reception No. 598272, Pitkin County, Colorado.
730 E. Cooper, LLC’s interest in the Real Property pursuant to the Net Ground Lease is
subject to the following matters of record:
1. Reservations and exceptions as set forth in the Deed from the City of Aspen recorded
in Book 59 at Page 330, 461 and Book 79 at Page 54.
2. Mineral and mineral rights as set forth in Deeds recorded in Book 98 at Page 517,
Book 125 at Page 1, Book 106 at Page 481, Book 106 at Page 482 and Book 131 at Page 81.
2
BUS_RE/5962031.1
3. Terms, conditions, provisions and obligations as set forth in Short Form of Net Ground
Lease recorded March 13, 2000 as Reception No. 441336.
4. Easements, rights of way and all matters as disclosed on Improvement Survey Plat of
the Real Property recorded September 5, 2008 in Survey Plat Book 88 at Page 34.
5. Terms, conditions, provisions, obligations and all matters as set forth in Ordinance No.
2, Series of 2009 by City of Aspen Council recorded April 14, 2009 as Reception No. 558000.
6. Terms, conditions, provisions and obligations as set forth in Covenant Agreement in
Association with Aspen City Council Ordinance No. 2 (Series of 2009) recorded April 14, 2009
as Reception No. 558001.
7. Terms, conditions, provisions and obligations as set forth in Bill of Sale, Assignment
and Assumption Agreement recorded April 2, 2013 as Reception No. 598272, Pitkin County,
Colorado.
8. Notice of Lien of City of Aspen Water Department recorded October 22, 2014, as
amended by Notice of Lien recorded December 10, 2015 as Reception No. 625472.
9. Terms, conditions, provisions and obligations as set forth in Resolution No. 1, Series
of 2015 recorded January 13, 2015 as Reception No. 616672.
10. Terms, conditions, provisions and obligations as set forth in Ordinance No. 2, Series
of 2015 recorded March 2, 2015 as Reception No. 617733.
11. Notice of Lien of City of Aspen Water Department in the amount of $7,4323.55
recorded December 10, 2015 as Reception No. 625472.
Sincerely,
Curtis B. Sanders
CITY OF ASPEN
PRE-APPLICATION CONFERENCE SUMMARY
PLANNER: Hillary Seminick, 429-2741 DATE: June 28, 2016
PROJECT: Base Lodge Planned Development – Recordation Documents
REPRESENTATIVE: Mark Hunt
DESCRIPTION:
The Applicant has land use approvals to develop the Base Lodge property at 730 E. Cooper Ave. with 38 lodge bedrooms
with 68 pillows, 2,922 sf of commercial net leasable space, and a sub-grade parking garage with 23 spaces. The following
final documents are required: PD/Subdivision Agreement, Development Agreement, an Approved Plan Set, and Performance
Guarantees. The applicant currently has a deadline of January 3, 2017 to record the documents (180 days from issuance of
Development Order). If additional time is needed, the applicant may request an extension. All documents are reviewed
administratively. No public hearings are required.
In addition to Planning staff review, the Engineering and Parks Departments, and City Attorney’s Office will review the
recordation documents.
Relevant Land Use Code Section(s): 26.304 Common Development Review Procedures
26.445 Planned Development
26.490 Approval Documents
26.590 Timeshare
http://www.aspenpitkin.com/depts/38/citycode.cfm
Review by:
• Staff for complete application and approval of documents
Planning Fees: Planning Deposit – $975 for 3 hours (additional time is billed at $325 per hour)
Referral Fees: Parks Department - $650 flat fee
Engineering Department - $325 deposit (additional time is billed at $275 per hour)
City Attorney’s Office – no deposit, but time is billed at $325 per hour
Total Deposit: $1,950
To apply, submit the following information:
Proof of ownership with payment.
Signed fee agreement.
Applicant’s name, address and telephone number in a letter signed by the applicant which states the name,
address and telephone number of the representative authorized to act on behalf of the applicant.
Street address and legal description of the parcel on which development is proposed to occur, consisting of a
current certificate from a title insurance company, or attorney licensed to practice in the State of Colorado, listing
the names of all owners of the property, and all mortgages, judgments, liens, easements, contracts and agreements
affecting the parcel, and demonstrating the owner’s right to apply for the Development Application.
Total deposit for review of the application.
4 Hard copies of the complete application packet and maps; 2 full-size sets of plans.
Electronic copy of all document. Word format is preferred for all text documents
Disclaimer:
The foregoing summary is advisory in nature only and is not binding on the City. The summary is based on current zoning,
which is subject to change in the future, and upon factual representations that may or may not be accurate. The summary
does not create a legal or vested right.
Base Lodge PD Agreement
Page 1
DEVELOPMENT AGREEMENT
FOR
BASE LODGE PLANNED DEVELOPMENT
THIS DEVELOPMENT AGREEMENT (hereinafter the “Agreement” or the “PD
Development Agreement”) is made and entered into this _____ day of _____________, 2016, by and
between THE CITY OF ASPEN, COLORADO, a municipal corporation (hereinafter referred to as
“City”), and 730 E. Cooper LLC, a Colorado limited liability company (herein after referred to as
“APPLICANT”).
W I T N E S S E T H:
WHEREAS, APPLICANT has submitted to the City for approval an application for the
following land use review approvals for the development of a lodge and commercial space located at
730 East Cooper Avenue, City of Aspen, Pitkin County, legally described as Lots R and S, and the
east 9.27 square feet of Lot Q, Block 105, City and Townsite of Aspen (the “Property”):
• Planned Development – Project Review and Detailed Review, pursuant to Aspen Municipal
Code Chapter 26.445.
• Growth Management Review – Replacement of Existing Commercial and Lodge
Development, pursuant to Aspen Municipal Code Chapter 26.470.
• Growth Management Review –Lodge Development, pursuant to Aspen Municipal Code
Chapter 26.470.
• Growth Management Review – Affordable Housing, pursuant to Aspen Municipal Code
Chapter 26.470.
• Commercial Design Review, pursuant to Aspen Municipal Code Section 26.412; and,
Collectively, the foregoing is referred to as the “Project”.
WHEREAS, Pursuant to Ordinance No. 2 (Series of 2015) (“Ordinance 2”) adopted on
February 9, 2015, and recorded as Reception No. 617733 in the Office of the Clerk and Recorder of
Pitkin County, Colorado, the Aspen City Council granted Project Review approval, Growth
Management approvals, Conceptual Commercial Design approval, for a Site Specific Development
Plan for Base Lodge, 730 E. Cooper Avenue, for development of a lodge containing 42 lodge units
including 44 bedrooms; and
WHEREAS, Ordinance 2 granted certain variations to the underlying zone district
requirements pertaining to the employee generation rate, the number of and location of parking spaces
required for the project, and increased height to accommodate bathrooms to serve the rooftop deck
amenity; and
WHEREAS, Ordinance No. 6 (Series of 2016) (“Ordinance 6”) was adopted on March 21,
2016, and recorded as Reception No. 629514 in the Office of the Clerk and Recorder of Pitkin County,
Colorado, amending Sections 1, 3, 4, 6, and 13 of Ordinance 2 so as to modify the employee housing
generation rates, the parking requirements and the height of the Lodge Building by eliminating the
bathrooms on the roof, all of which are consistent with the underlying zone district, thus no variations
Base Lodge PD Agreement
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from the underlying zone district were sought or finally approved and the lodge unit density decreased
as a result; and
WHEREAS, on June 21, 2016, the Planning and Zoning Commission granted Planned
Development Detailed Review and Final Commercial Design Review Approvals for the Project in the
configurations depicted on the Approved Plan Set to be recorded concurrently with this Development
Agreement pursuant to Planning and Zoning Commission Resolution No. 4, (Series of 2016) (the
“Approval Resolution”) recorded on July 15, 2016 as Reception No. 630675; and
WHEREAS, the APPLICANT has submitted to the City for execution and recordation, the
Approved Plan Set and Development Agreement (collectively “Plans and Agreement”) for the Project
in compliance with the form, content, and timing requirements of Chapter 26.490; and
WHEREAS, City has fully considered the Plans and Agreement, the other terms and
conditions included in Ordinances 2 and 6, the Approval Resolution, and the effects of the proposed
development and improvement of said lands on adjoining and neighboring properties and property
owners; and
WHEREAS, City has imposed certain conditions and requirements in connection with its
approval of the Project and the execution and recordation of the Plans and Agreement, such matters
being necessary to protect, promote and enhance the public welfare; and
WHEREAS, APPLICANT is willing to acknowledge, accept, abide by and faithfully perform
the conditions and requirements imposed by the City of Aspen in approving the Project; and
WHEREAS, the Plans and Agreement meet the requirements of Aspen Municipal Code
Chapter 26.490 ensuring each item and condition of approval is documented to the satisfaction of the
Community Development Director, the City Engineer, the City Attorney, and the Mayor; and
WHEREAS, no building permit submission for development on the Property will be accepted
by City until the Plans and Agreement have been accepted, signed and recorded; and
WHEREAS, under the authority of Sections 26.490.070 of the Aspen Municipal Code, the
City is entitled to certain financial guarantees as described herein and APPLICANT is prepared to
provide such guarantees as hereinafter set forth.
NOW, THEREFORE, for and in consideration of the mutual covenants and agreements
herein contained, the approval, execution and acceptance of the Plans and Agreement for recordation
by City, and for other good and valuable considerations, the receipt and sufficiency of which are
hereby acknowledged, the parties agree as follows:
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ARTICLE I.
PURPOSE AND EFFECT OF PLANNED DEVELOPMENT AGREEMENTAND
APPROVED PLAN SET
1. Purpose. The purpose of the Plans and Agreement Set is to set forth the complete and
comprehensive understanding and agreement of the parties with the respect to the development of the
Property and to enumerate all terms and conditions under which such development may occur.
2. Effect. It is the intent of the parties that, upon the recording of the Plans and Agreement, the Plans
and Agreement, Ordinances 2 and 6, and the Approval Resolution (as defined below), shall effectively
supersede and replace in their entirety, as they apply to the Property, all previously recorded and
unrecorded subdivision, planned unit development and other land use approvals and related plats,
maps, declarations, subdivision agreements, development agreements, site-specific resolutions and
ordinances, and other documents and agreements encumbering the Property. In the event of any
inconsistencies between the provisions of Ordinances 2 and 6, the Approval Resolution and the Plans
and Agreement, the provisions of the Approval Resolution shall control; provided, however, that the
Approved Plan Set (as defined below in Article II, Section 3) will control over the conceptual plans
attached to the Approval Resolution.
ARTICLE II
ZONING, REGULATORY APPROVALS, DEVELOPMENT AND USE REQUIREMENTS
AND RESTRICTIONS
1. Zoning and Regulatory Approvals. Final zoning and regulatory approvals for the Project
described/depicted in Ordinances 2 and 6, the Approval Resolution, this Agreement, and the Approved
Plan Set are hereby granted, including the entitlements set forth below:
A. Use, Density and Dimensional Allowances & Limitations:
The ability to construct and operate a lodge and commercial spaces on the Property in a
building (the “Project”) consistent with the density and dimensional allowances and limitations
set forth at Exhibit A, containing thirty-eight (38) lodge units, accessory lodge uses and
amenities, and commercial spaces in the configurations depicted on the Approved Plan Set to
be recorded concurrently with this Agreement. Use of the commercial spaces shall be those
uses allowed as permitted and conditional uses in the applicable zone district, as may be
amended from time to time.
B. Growth Management Credits and Allotments:
Reconstruction Credits. Based on the pre-existing development at 730 E. Cooper Ave. (aka
Buckhorn Lodge), the APPLICANT is entitled to the following reconstruction credits, pursuant
to Land Use Chapter 26.470:
• A total of 4 lodging bedrooms, 8 lodge pillows, are credited toward the Project’s lodge
GMQS allotment request.
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• A reconstruction credit of 3,751 square feet of commercial net leasable area is credited
toward the Project’s 2,478 square feet of commercial net leasable area, with the extra 1,273
square feet being applied to the lodge bedrooms.
Growth Management Allotments. The following growth management allotments have been
granted to the Project:
• 36 lodging bedrooms = 72 lodging pillows. Added to the reconstruction credits, the Project
has approval for up to 40 lodging bedrooms or 80 pillows.
C. Parking:
• Twenty-three (23) off-street parking spaces for the use by Project owners, operators,
guests, patrons, and employees shall be provided on-site, subject to the provisions of
Article I, Section 11 below.
• Two (2) on-street parking spaces shall be signed loading zones. The approved location is
as depicted in the Approved Plan Set.
D. Affordable Housing:
• The Commercial Lodge (CL) Zone District employee generation rate of 0.6 Full Time
Equivalent employees (“FTE”) per bedroom is established for the Project. Affordable
housing mitigation shall be provided in the form of cash in lieu in accordance with the rate
in place at the time of building permit submittal for Category 4 or in the form of affordable
housing credits at the Category 4 level.
• Unless otherwise waived, any further increase in lodge bedrooms or commercial net leasable
area requires affordable housing mitigation at the rate defined in the Land Use Code at the
time of application.
• Any changes to the approved lodge unit density shall require a recalculation of the required
affordable housing mitigation, as the percentage of mitigation required for this project is
based upon the average net livable area of the lodge units approved through Ordinance 6.
E. Public Spaces:
• Providing on- and off-site ground level and rooftop public amenity space improvements
satisfies the Public Amenity Space requirements. See also Article I, Section 14.
2. Easements. APPLICANT shall grant certain perpetual easements as follows:
A. Public Access. A perpetual public pedestrian access easement also benefitting the City
of Aspen providing access for the ground level courtyard and roof top public amenity
spaces. The easement shall be provided prior to issuance of a Certificate of Occupancy
for the Project.
B. Utilities. Dedication of easements for public utilities that are not entirely contained
within the public rights-of-way or existing easements. The easements shall be provided
prior to issuance of a Certificate of Occupancy for the Project.
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3. Approved Plan Set. An Approved Plan Set will be recorded with this Development
Agreement. The Approved Plan Set shall include, at a minimum, the following, and all uses, building
permit applications, and final development of the Project shall be substantially consistent with that
depicted in the Approved Plan Set, as may be duly amended:
A. An illustrative site plan showing the layout of planned improvements as depicted in the
exhibits of the Approval Resolution.
B. An architectural character plan showing the massing, fenestration, and materials of
building as generally depicted in in the exhibits of the Approval Resolution.
C. Dimensioned drawings of the building within the Project showing dimensions for all
zoning parameters in graphic and tabular format and as described in the Approval
Resolution.
D. An exterior lighting plan meeting the City’s outdoor lighting standards. See also Article
I, Sections 7.I and 19 below.
E. A Landscape Plan that has been reviewed and approved by the Parks Department as
indicated by a required signature on the Landscape sheets.
F. Public improvements plan showing improvements to public infrastructure.
G. Civil Engineering plans showing improvements to the site and surrounding affected
area.
H. Storm water and drainage plan showing improvements to the public storm water
system.
4. Development and Use Requirements and Restrictions. The architectural designs of the
Project and its approved uses, site plan, layout, setbacks, density, bulk, heights and massing are
illustrated in the Approved Plan Set recorded concurrently with this Development Agreement, and
collectively constitute the site-specific development plan approval. Land uses allowed on the property
shall be those permitted and conditional uses described in applicable zoning, as may be amended from
time to time.
5. Affordable Housing Obligations and Calculation.
The following Obligations and calculation methodology for affordable housing apply to the
Project:
A. The Commercial Lodge (CL) Zone District employee generation rate is 0.6 FTEs per
lodging bedroom and 4.7 FTEs per 1,000 square feet of net leasable commercial space.
The Project represents a gross employee generation of 35.65 FTEs.
• 40 bedrooms x .6 FTEs per bedroom = 24 FTEs
• 2,478 s.f. of n.l. commercial x 4.7 FTEs / 1,000 s.f. of n.l. = 11.65 FTEs
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B. The pre-existing 4 lodging bedrooms and 3,751 square feet of net leasable commercial
space result in a credit of 20.03 FTEs.
• 4 bedrooms x .6 FTEs per bedroom = 2.4 FTEs
• 3,751 s.f. of n.l. commercial x 4.7 FTEs / 1,000 s.f. of n.l. = 17.63 FTEs
C. The Project represents a net increase of 18.02 FTEs. The Project has an average lodge
unit size below 300 square feet. Under the provisions of Code Section 26.470.070.8.2,
housing mitigation is required for 10% of this additional FTE generation, or 1.8 FTEs.
• 35.65 FTEs – 20.03 FTEs = 18.02 FTEs
• 18.02 FTEs x .1 = 1.80 FTEs.
D. Minor adjustments to the measurements of the Project discovered during building permit
review shall cause an adjustment of this Affordable Housing Obligation by using the
calculation methodology stated above.
E. Unless otherwise waived, any further increase in lodge bedrooms or commercial net
leasable area requires affordable housing mitigation at the rate defined in the Aspen
Municipal Code at the time of application.
F. The Certificate of Occupancy for the Project shall not be issued by City until the
Affordable Housing Obligation has been provided by APPLICANT. The mitigation
shall be provided in the form of cash in lieu in accordance with the rate in place at the
time of building permit submittal for Category 4 or in the form of Certificates of
Affordable Housing Credits for Category 4.
G. This Affordable Housing Obligation being provided by APPLICANT as defined in this
Agreement satisfies or exceeds all required affordable housing mitigation for the
Project.
6. Construction in Accordance with Plans. Construction of the Project, and all of its
component parts, shall be accomplished in substantial compliance with this Development Agreement
and the Approved Plan Set. During the building permit process, the City Engineering Department will
review and approve final drainage and sidewalk design and utility plans submitted with the building
permit application. In the event of any conflict between the Approved Plan Set and a duly approved
building permit for the Project, the building permit shall govern and control.
7. Building Permit Submission Requirements. In addition to the standard submission
requirements for a building permit, APPLICANT shall submit the following prior to or as part of the
building permit application for the Project:
A. Signed copies of Ordinance 2, Ordinance 6, the Approval Resolution, this Agreement, and
the Approved Plan Set.
B. A letter from the primary contractor stating that Ordinance 2, Ordinance 6, the Approval
Resolution, this Agreement, and the Approved Plan Set have been read and understood.
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C. A tree removal plan, a tree protection plan, and a tree removal permit. See also Article
II, Section 12, Tree Permits and Protection Requirements, below.
D. A full major drainage report that meets URMP and Engineering Design Standards. See
also Article II, Section 18.A below.
E. Detailed civil engineering plans for the installation and/or relocation of all sidewalks
and gutters and utilities, and a survey showing results from potholing and determining
the depth to utilities. See also Article II, Section 18.B below.
F. Plans that show proposed overhangs into the public street right of way. Any overhangs
into this right of way must have a minimum height of 7’, and plans shall include
information on how the overhang is supported. No overhangs are allowed in the alley
right of way. See also Article II, Section 18.C below.
G. An excavation stabilization plan shall be submitted to the Engineering Department.
See also Article II, Section 18.D below.
H. The Construction Management Plan shall describe mitigation for parking,
staging/encroachments, and truck traffic. See also Article II, Section 9 below.
I. Specifications for Low Light emission glazing for outdoor lighting. See also Article
II, Section 19 below.
J. Fire Mitigation plans showing compliance with applicable codes. See also Article II,
Section 21 below.
8. Building Permit Issuance Requirements. In addition to the standard requirements for
issuance of a building permit, APPLICANT must satisfy the following conditions before City will
issue a building permit:
A. APPLICANT shall pay all impact fees associated with the construction of the Project
under its building permit application; the fees shall be those applicable per the fee schedule
in place at the time of building permit submission and shall be payable upon issuance of
the full building permit.
B. APPLICANT shall provide sufficient evidence of financing and performance guaranties,
as required in Article III, Section 3 below.
C. APPLICANT shall provide site protection and site enhancement escrow funds, as required
in Article III, Sections 4 and 5 below.
9. Construction Management Plan Requirements. A construction management plan (CMP)
shall be submitted to the City Engineer in conjunction with the first building permit application for the
Project. The CMP must include a planned sequence of construction that minimizes construction
impacts to the public. If the project is phased, a CMP for each phase will be required. The plan shall
describe management of parking, staging/encroachments, truck and construction traffic during peak
traffic and seasonal periods, noise, dust, erosion/sediment pollution, and emergency access during
construction.
10. Calculations and Measurements. The calculations and measurements applicable to the
Project are shown on the Plat and Plan. The provisions of the Aspen Municipal Code as such were in
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effect on October 20, 2014, which is the date of application submittal for this PD, including but not
limited to the provisions for measuring improvements, shall be in effect through the vested period, or
the issuance of a Certificate of Occupancy for the Project, whichever is later. Subsequent
improvements shall be measured according to the method in effect at the time of submission of any
required permit application for such improvement. Minor adjustments to Project dimensions, which
do not exceed the limitations of Ordinance 6, 2016, may be approved by the Community Development
Director.
11. Parking: The following requirements shall be provided:
A. Loading Zone: Two on-street parking spaces in the Original Street right of way shall
be signed loading zones – the approved location is depicted in the Approved Plan Set.
B. On-site Parking: APPLICANT shall provide for use by its guests and employees,
twenty-three (23) parking spaces provided in an on-site, subgrade parking lot served
by a lift and operated by valets and accessed from the alley. Additional parking spaces
may be provided; however there shall not be a reduction of spaces below the 23-space
requirement without a duly approved amendment to Ordinance 6. APPLICANT and/or
any operator of the lodge or commercial spaces shall not be allowed to use city street
parking passes for its lodge or commercial users, guests, or employees unless the onsite
parking garage is at capacity.
The off-street parking spaces are for the sole use of the commercial and lodging
components of the project and shall not be condominiumized as separate units, sold to,
rented to or used by the general public or any entity other than the owner(s) of the
commercial and lodging components of the project and its operators, guests, patrons,
or employees. Parking shall only be used for the parking of vehicles associated with
the on-site, permitted uses.
12. Tree Permits and Protection Requirements. Prior to issuance of a building permit for any
demolition or significant site work, tree removal permits are required. All tree permits must be
approved prior to submission of the building permit application(s). The following tree protection
requirements shall apply with respect to all trees being preserved:
A. Cottonwood in City ROW: The tree protection zone around the cottonwood must be
fenced off and no activity or storage of material shall be allowed within until the end
of the Project construction when new exterior hardscape can be installed. New pavers
in the tree protection zone must not have more than 6 inches of excavation and any
excavation in this zone requires hand digging.
No grate is required at the base of the cottonwood; the Applicant shall provide a large
diameter opening to allow for future growth. The diameter shall be approved by the
City Forester during building permit review.
No electric lines are allowed within tree protection zone of the cottonwood. This will
require electric lines to come from the alley on the east heading south then west, up to
the newly planted ROW trees. The construction dumpster shall be placed far enough
east to insure branches of cottonwood tree are safe. The spill kit shall be located well
Base Lodge PD Agreement
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outside of the tree protection zone. No branches on cottonwood tree will be pruned
without the permission of the City Forester.
The new water line must be outside of the tree protection zone and the location must
be approved by City Forester. All air spading and root pruning along the micropile
wall shall be performed by a licensed arborist.
B. Mitigation: Mitigation for tree removals must be met by paying cash in lieu, planting
on site or in the adjacent rights of way, or a combination of these methods, pursuant to
Aspen Municipal Code section 13.20. Plantings on the roof shall not qualify as
mitigation.
C. Landscaping and Sidewalk Landscaped Area: Landscaping in the public rights-of-way
(“ROW”) will be subject to landscaping in the ROW requirements, which require
adequate irrigation pressure and coverage; if a system is not in place, one will need to
be added by APPLICANT. Installation of a root barrier along the edge of sidewalks is
strongly encouraged. New ROW tree species to be selected and approved by the City
Forester during building permit review.
13. Landscaping. All development within the Property or adjacent rights of way shall comply
with the Landscape Plans recorded as part of the Approved Plan Set filed concurrently with this
Development Agreement. APPLICANT shall be responsible for implementing the Landscape Plans,
as herein provided. APPLICANT shall have the right to plant additional vegetation within the Property
or supplement with other materials as desired as it may consider appropriate from time to time, via
any applicable city permits.
14. Public Amenity Requirements. The ground floor of the Project will include a public amenity
courtyard. The courtyard will be accessible through the lobby area and from the five (5) foot wide
walkway that will run along the entire west side of the Property. There will also be a restaurant take-
out/pick-up window and bench seating area that is open to the public and accessible from the five-foot
wide walkway, in addition to on-site landscaped sidewalk reliefs adjacent to the structure. Together,
the courtyard, the pick/up window and bench seating area, the walkway, and the landscaped reliefs
provide 1,005 square feet of public amenity space.
In addition, an outdoor rooftop terrace will be provided to serve the guests of the Project and it will
also be open to the general public. The outdoor rooftop terrace will contain approximately 2,900 square
feet of public amenity space. In addition, there are another approximately 2,700 square feet of public
amenity space improvements in the adjacent rights of way. The provision of these public spaces fully
satisfies and exceeds all public amenity requirements for the Project.
A. Hours of Operation. Public hours of access for the rooftop deck shall be from 11 AM
to 10 PM, seven days per week. These hours of operation may be changed from time
to time by the operator of the Project as reasonably necessary to accommodate
occasional closures for private events, maintenance and operational needs.
Notwithstanding the foregoing, the rooftop terrace shall not be used by guests or the
public between 2:00 AM and sunrise. Maintenance activities are allowed at any time.
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B. Certain Design Requirements. The rooftop terrace space shall not be enclosed with
permanent walls/windows or otherwise enclosed as interior conditioned space. This
shall not prohibit the use of umbrellas, trellis structures, shade sails or similar
improvements. The ground level courtyard may be enclosed with a roof and walls
through an administrative amendment approved by the Community Development
Director.
C. Easement for Access to Public Amenity Areas. The APPLICANT shall provide a
perpetual access easement granting the public and the City of Aspen the right of access
to the public amenity areas described in this Section 14, prior to issuance of a Certificate
of Occupancy for the Project.
15. Sanitation District Requirements. Aspen Consolidated Sanitation District (ACSD) service
is contingent upon compliance with the District’s rules, regulations, and specifications, which are on
file at the District office. In addition, the following requirements, as may be applicable, pertain to
ACSD service relative to the Project:
A. ACSD will review the approved Drainage plans to assure that clear water connections
(roof, foundation, perimeter, patio drains) are not connected to the sanitary sewer
system.
B. On-site utility plans require approval by ACSD.
C. Oil and Sand separators are required for parking garages and vehicle maintenance
establishments. Driveway entrance drains must drain to drywells. Elevator shafts
drains must flow thru an o/s interceptor. Oil and Grease interceptors (not traps) are
required for all food processing establishments.
D. Old service lines must be excavated and abandoned at the main sanitary sewer line
according to specific ACSD requirements and prior to soil stabilization. Soil nails are
not allowed in ROW.
E. Below grade development may require installation of a pumping system. Above grade
development shall flow by gravity.
F. One tap is allowed for each building. Shared service line agreements may be required
where more than one unit is served by a single service line.
G. Permanent improvements are prohibited in sewer easements or rights of way.
Landscaping plans will require approval by ACSD where soft and hard landscaping
may impact public ROW or easements to be dedicated to the District.
H. All ACSD fees must be paid prior to the issuance of a building permit.
I. Where additional development would produce flows that would exceed the planned
reserve capacity of the existing collection system and/or treatment system, an
additional proportionate fee will be assessed to eliminate the downstream collection
system or treatment capacity constraint. Additional proportionate fees would be
collected over time from all development in the area of concern in order to fund the
improvements needed.
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J. Where additional development would produce flows that would overwhelm the
planned capacity of the existing collection system and/or treatment facility, the
development will be assessed fees to cover the costs of replacing the entire portion of
the system that would be overwhelmed. The District would fund the costs of
constructing reserve capacity in the area of concern (only for the material cost
difference for larger line).
K. A “Line Extension Request” and a “Collection System Agreement”, as applicable, shall
be submitted for this Project. Both are ACSD Board of Director’s action items.
L. Pool drain sizing shall be approved by the District.
M. Any glycol heating and snowmelt system must be designed to prohibit any discharge
of glycol to any portion of the public and private sanitary sewer system. The glycol
storage areas must have approved containment facilities. The applicant’s engineer shall
furnish average and peak flows as well as proposed service size prior to final design.
16. Water Department Requirements. APPLICANT shall comply with the City of Aspen
Water System Standards, with Title 25 of the Municipal Code, and with the applicable standards of
Title 8 (Water Conservation and Plumbing Advisory Code) of the Aspen Municipal Code, as required
by the City of Aspen Water Department. All Water System Distribution standards in place at the time
of building permit shall apply, and all tap fees will be assessed per applicable codes and standards.
Utility placement and design shall meet adopted City of Aspen standards. All water services to
buildings with Fire sprinkler systems will require fire flow calculations from a professional engineer.
Adequate spacing and separation of utilities is required.
17. Environmental Health Department Requirements. The State of Colorado mandates
specific mitigation requirements with regard to asbestos. Additionally, code requirements to be aware
of when filing a building permit include: a prohibition on engine idling, regulation of fireplaces,
fugitive dust requirements, noise abatement. The trash/recycling enclosure meets the minimum
requirements outlined in Title 12 by including 300 square feet of trash and recycling storage as shown
in the Approved Plan Set. APPLICANT shall comply with all applicable laws and regulations.
18. Engineering Requirements. The Project shall be compliant with all sections of the City of
Aspen Municipal Code, Title 21 and all construction and excavation standards published by the
Engineering Department, unless otherwise approved by the City Engineer and shall satisfy the
following requirements:
A. Drainage: The project shall meet the Urban Runoff Management Plan Requirements
and provide a full major drainage report that meets URMP and Engineering Design
Standards with building permit submittal.
B. Sidewalk/Curb/Gutter: The corner of Cooper Ave and Original St will have a
pedestrian bulb out to mitigate the long crossing distances and level of pedestrian traffic
in this area, as shown in the Approved Plan Set. All sidewalk curb and gutter shall
meet the Engineering Standards of City of Aspen Municipal Code Title 21. Directional
ADA ramps are required on the corner of Cooper Ave. and Original St.
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C. Encroachments: Any overhangs into a public right of way must have a minimum height
of 7’. No overhangs are allowed in the alley right of way. Locate all utility pedestals
and electric transformers to within the property boundary.
D. Excavation Stabilization: Due to the proximity of the neighboring property and the
excavation of the building, an excavation stabilization plan shall be submitted to the
Engineering Department prior to building permit submittal.
E. CMP: The Construction Management Plan shall describe mitigation for: parking,
staging/encroachments, and truck traffic.
F. Survey Requirement: Pothole and provide depth to utilities on the survey as part of
building permit submittal.
19. Outdoor Lighting and Signage. All outdoor lighting and all signage shall meet the
requirements of the Aspen Municipal Code unless otherwise varied. Low light emission glazing
specifications shall be provided in the building permit application.
20. Transportation. The TDM and MMLOS measures described below shall be implemented.
APPLICANT or the operators of the commercial and lodging components of the Project shall satisfy
the following requirements, the details of which are set forth in Exhibit B:
• Provide bus passes to employees that live down valley.
• Prior to arrival, provide lodging guests with information about RFTA.
• Provide for local and airport shuttle service.
• Partner with WeCycle to provide bicycles for guests and employees.
Amendments to the Transportation measures may be approved pursuant to the procedures and
standards of Chapter 26.630 of the Land Use Code.
21. Fire Mitigation. All codes adopted by the Aspen Fire Protection District shall be met, unless
otherwise approved by the Fire Marshall. This includes but is not limited to access (International Fire
Code (IFC), 2003 Edition, Section 503), approved fire sprinkler and fire alarm systems (IFC, as
amended, Section 903 and 907).
22. Impact Fees: Transportation Demand Management (TDM)/Air Quality Impact Fee and
Park Dedication Fee. Prior to the issuance of any building permits for the Lodge Building,
APPLICANT shall pay the TDM/Air Quality Fee and the Park Dedication Fee pursuant to Aspen
Municipal Code Section 26.610.090 as may be applicable, according to the rates in effect at the time
of application for the building permit.
A. Fee Credits or Refunds for Alternate Project. In the event this Agreement is terminated
of record and a new PD Development Agreement is recorded for an approved alternate
project on the Property, all impact fees paid by APPLICANT in accordance with the
provisions of Article I above, will be credited against the same fees due and payable
under the new PD Development Agreement. In the event the fees paid pursuant to this
Agreement exceed the amount of the fees due and payable under the new PD
Development Agreement, the City will refund the difference to APPLICANT.
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ARTICLE III
IMPROVEMENTS & FINANCIAL ASSURANCES
1. Public Improvements. Prior to the issuance of a Certificate of Occupancy for the Project,
APPLICANT shall accomplish the public improvements as depicted and approved by the City
Engineering Department in the Approved Plan Set. The public improvements and their estimated
costs are set forth in the Guaranteed Work Exhibits defined in Article III, paragraph 3 below.
2. Construction Schedule. A construction schedule for the above-described improvements shall
be submitted to the City Engineering Department at the same time that the guarantees described in
Section 3.1 below are provided.
3. Performance Guaranties. Prior to issuance of a building permit for the Project, APPLICANT
shall provide performance guaranties pursuant to Aspen Municipal Code 26.490.070.
3.1 Required Performance Guaranties. The required Performance Guaranties are as follows:
A. Landscape Guarantee. To ensure successful implementation of the landscape plan and
the continued maintenance and replacement of the landscaping for a period of two (2)
years after installation. The unit costs and quantities for the landscape plan are set forth
on Exhibit C attached hereto and incorporated herein by this reference. APPLICANT
shall have the right to plant additional vegetation within the Property as it may consider
appropriate from time to time, via any applicable city permits.
B. Public Facilities and Public Infrastructure Guarantee. In order to ensure installation of
necessary public facilities and public infrastructure planned to accommodate the
Project and as required under this site specific development plan approval, the
APPLICANT shall provide a guarantee to ensure the successful installation of all
public facilities and infrastructure. The unit costs and quantities for the public facilities
and infrastructure are set forth on Exhibit D attached hereto and incorporated herein
by this reference.
C. Storm Water and Drainage Improvements Guarantee. In order to ensure successful
implementation of storm water and drainage infrastructure planned to accommodate
the Project and as required under this site specific development plan approval, the
APPLICANT shall provide a guarantee to ensure the successful installation of all storm
water and drainage infrastructure. The unit costs and quantities for the Storm Water
and Drainage Improvements are set forth on Exhibit E attached hereto and
incorporated herein by this reference.
3.2 Amount of Guaranties. The work to be completed that is subject to guarantees is described
in Exhibits C, D and E (collectively, the “Guaranteed Work Exhibits”) and is referred to
hereinafter collectively as the “Guaranteed Work”. The amount of the guaranties described in
subparagraphs 3.1 A, B and C above shall be in an amount no more than one-hundred-and-
fifty percent (150%) of the estimated cost of the Guaranteed Work, provided that the costs
shall be adjusted to current market conditions in the event an application for a building permit
for the Project is filed later than one year after recordation of this Development Agreement.
Base Lodge PD Agreement
Page 14
Providing the guarantees for the Guaranteed Work shall be a condition of issuance of the
building permit for the Project.
3.3 Form and Timing of Guarantees. It is the policy of the City that prior to requiring a
monetary guarantee, the City shall pursue every non-monetary performance guarantee option,
such as permitting or completion sequencing, in order to minimize the financial impact of
performance guarantees on a project. Therefore, the requirements to provide the aforesaid
guaranties shall be structured so that the issuance of the final Certificate of Occupancy for the
Project shall be conditioned upon completion of the Guaranteed Work and in the event said
work is not substantially complete by the time that all other conditions to the issuance of said
Certificate of Occupancy are satisfied, then APPLICANT shall provide a cash escrow with the
City or a bank or savings and loan association or an irrevocable sight draft or letter of
commitment from a financially responsible lender, or any other financial security acceptable
to the City Attorney in the amount of one-hundred-and-fifty percent (150%) of the estimated
cost of the then incomplete Guaranteed Work. The additional 50% included in the above 150%
amount is referred to hereinafter as the “50% Excess Amount”.
The guarantee shall give the City the unconditional right upon demand to partially or fully
complete or pay for any Guaranteed Work or pay any outstanding bills or to withdraw funds
upon demand to partially or fully complete or pay for any Guaranteed Work or pay for any
improvement or pay any outstanding bills for work done thereon by any party.
For purposes hereof “Substantially Complete” or “Substantial Completion” shall mean that the
City has inspected the Guaranteed Work and has reasonably determined that they are
Substantially Complete in compliance with applicable specifications and has issued a
Certificate of Substantial Completion or similarly intended form of approval.
3.4. Inspection and Release of Guaranty. As portions of the required Guaranteed Work are
completed, the City Engineer (or assigned staff as applicable) shall inspect them for
compliance with the approved plans and specifications. The City Engineer shall accept the
Guaranteed Work, or portions thereof, if they conform to the approved plans and specifications
and shall authorize the release of one-hundred percent (100%) of the estimated costs of the
Guaranteed Work as shown on the Guaranteed Work Exhibits (the “Estimated Costs”) and as
portions of the Guaranteed Work are substantially completed, the City Engineer shall release
further portions of the security for the Estimated Costs in increments of no less than 25% of
their amount.
The City Engineer may reject portions of the Guaranteed Work that does not conform to the
approved plans and specifications, may require specific testing to confirm conformance, may
require certain upgrades the achieve conformance, or may postpone the inspection to
accommodate seasonal or other conditions. The City Engineer may delay acceptance of
Guaranteed Work until other related Guaranteed Work, which is part of an overall system, is
constructed.
A. The remaining 50% Excess Amount shall be retained by the City for a period of up to
two (2) years from the date of the applicable Certificate of Substantial Completion or
Base Lodge PD Agreement
Page 15
similarly intended form of approval final acceptance, to ensure the Guaranteed Work
performs as designed. During this two-year period, the City Engineer (or assigned staff
as applicable) may require the APPLICANT, at its sole cost, to perform certain testing,
maintenance, upgrades, or replacement of the Guaranteed Work to ensure they perform
as designed. The City Engineer may draw upon the escrowed funds or any surety to
accomplish the same.
Upon completion of the two-year period and a final inspection and acceptance by the
City Engineer (or assigned staff as applicable), the remaining escrow funds or surety
shall be released to APPLICANT. The City Engineer may extend the final inspection
and acceptance period to accommodate seasonal or other conditions that prevent
inspection. The City Engineer may authorize release of the remaining escrow funds or
surety prior to the two-year period as performance risks diminish. The City Engineer
may authorize release of the remaining escrow funds or surety by accepting a
contractor’s performance warranty or guaranty, acceptable to the City Attorney
B. Upon Delivery by APPLICANT of written notice that the Guaranteed Work or any part
or parts thereof is complete and ready for inspection (“Request for Inspection”) along
with a showing of the value of the Guaranteed Work or part(s) thereof completed, the
City will, within 14 days, inspect the Guaranteed Work identified in the Request for
Inspection, to determine whether or not such Guaranteed Work is Substantially
Complete.
If the City finds that the Guaranteed Work identified in the Request for Inspection is
Substantially Complete, the City shall, within 7 days, deliver a written Certificate of
Substantial Completion to APPLICANT and Escrow Agent. Upon receipt of a
Certificate of Substantial Completion for Guaranteed Work identified in the Request
for Inspection, the Escrow Agent shall immediately release to APPLICANT the total
itemized amount per the Guaranteed Work Exhibits corresponding to all Guaranteed
Work which the City has certified as Substantially Complete, less the 50% Excess
Amount attributable to such work as provided for in Aspen Municipal Code 26.490.070
D, which shall be retained by the Escrow Agent. After any and all partial releases, and
once all remaining Guaranteed Work, if any, is Substantially Complete, the amounts
retained shall be immediately released by Escrow Agent to APPLICANT.
C. If the cost to Substantially Complete the Guaranteed Work, or part(s) thereof is less
than the corresponding amount itemized in each of the Guaranteed Work Exhibits and
the City certifies that such Guaranteed Work, or part(s) thereof are Substantially
Complete, the Escrow Agent shall immediately release to APPLICANT the total
itemized amount per the Guaranteed Work Exhibits corresponding to all Guaranteed
Work which the City has certified as Substantially Complete minus the 50% Excess
Amount required to be withheld pursuant to Aspen Municipal Code 26.490.070 D.
D. If the City finds that all or a portion of the Guaranteed Work identified in the Request
for Inspection is not Substantially Complete, the City shall furnish a letter of potential
deficiencies to APPLICANT and Escrow Agent within fourteen (14) days of such
Base Lodge PD Agreement
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finding. Any such letter of potential deficiencies shall specify which Guaranteed Work
identified in the Request for Inspection is potentially deficient.
i. If a letter of potential deficiencies is used which specifies a portion of the
Guaranteed Work identified in the Request for Inspection as potentially
deficient, then all Guaranteed Work identified in such Request for Inspection
that is not specified as being potentially deficient shall automatically be deemed
Substantially Complete without requirement of any further action.
APPLICANT need only provide written notice to Escrow Agent with a copy to
the City that the Guaranteed Work not specified in the letter of potential
deficiencies are Substantially Complete. Such notice to Escrow Agent shall be
deemed the equivalent of a Certificate of Substantial Completion from the City
and upon receipt of such notice, Escrow Agent is authorized to immediately
release to APPLICANT the total itemized amount per the Guaranteed Work
Exhibits corresponding to all Guaranteed Work which the City has certified as
Substantially Complete minus the 50% Excess Amount attributable to such
work.
ii. If no letter of potential deficiency is furnished within the said fourteen (14) day
period, all Guaranteed Work identified in the Request for Inspection shall
automatically be deemed Substantially Complete without requirement of any
further action. APPLICANT need only provide written notice to Escrow Agent,
with a copy to the City that no letter of potential deficiency was provided as
required hereunder. Such notice to Escrow Agent shall be deemed the
equivalent of a Certificate of Substantial Completion from the City and upon
receipt of such notice, Escrow Agent is authorized to promptly release to
APPLICANT the total itemized amount per the Guaranteed Work Exhibits
corresponding to all Guaranteed Work which the City has certified as
Substantially Complete minus the 50% Excess Amount attributable to such
work.
iii. With Respect to any Guaranteed Work identified in the Request for Inspection
that is specified as potentially deficient in a letter of potential deficiencies as
provided hereunder, APPLICANT shall have a reasonable period of time to
cure any such potential deficiencies. After performing cure measures,
APPLICANT shall submit to the City a Request for Inspection, along with a
showing of the cost of the Guaranteed Work completed. The City will, within
14 days, inspect the Guaranteed Work previously identified as potentially
deficient to determine whether or not such Guaranteed Work have been made
Substantially Complete. If the City reasonably finds that the Guaranteed Work
previously identified as potentially deficient have been made Substantially
Complete, the City shall, within 7 days, deliver a Certificate of Substantial
Completion to APPLICANT and Escrow Agent. In such event, Escrow Agent
shall release to APPLICANT within 5 days, the total itemized amount per the
Guaranteed Work Exhibits corresponding to all Guaranteed Work which the
City has certified as Substantially Complete minus the 50% Excess Amount
Base Lodge PD Agreement
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attributable to such work. If the City fails to respond to APPLICANT Request
for Inspection regarding cure measures taken as to previously identified
potentially deficient Guaranteed Work within such 7 day period, all such
Guaranteed Work identified in the Request for Inspection shall automatically
be deemed Substantially Complete. APPLICANT need only provide written
notice to Escrow Agent, with a copy to the City that no letter of potential
deficiency was provided as required hereunder. Such notice to Escrow Agent
shall be deemed the equivalent of a Certificate of Substantial Completion from
the City and upon receipt of such notice, Escrow Agent is authorized to
promptly release to APPLICANT the total itemized amount of the Guaranteed
Work which the City has certified as Substantially Complete minus the 50%
Excess Amount attributable to such work.
iv. If the City reasonably finds that the Guaranteed Work previously identified as
potentially deficient have not been made Substantially Complete then City and
APPLICANT shall have 14 days after the date of the City’s finding, to reach
written resolution regarding the Guaranteed Work determined by the City to be
potentially deficient. If APPLICANT and the City are not able to reach
resolution within such 14 day period then the City and APPLICANT agree to
submit the dispute to the Board of Appeals and Examiners of the City of Aspen
(hereinafter referred to as “Board”). The Board shall base its decision upon
substantial evidence presented. The Board’s finding would be subject to review
pursuant to C.R.C.P. Rule 106(a)(4) in accordance with the laws of the State of
Colorado.
(aa) If APPLICANT has not applied to the District Court for review of the
determination of the Board within that time set forth pursuant to
C.R.C.P. 106 (a )(4) and has not obtained a Certificate of Substantial
Completion City regarding the potentially deficient Guaranteed Work
within such time or such additional time as may be reasonably needed
by APPLICANT under the circumstances, the City may cause the
potentially deficient Guaranteed Work to be Substantially Complete and
the costs of making the potentially deficient Guaranteed Work
Substantially Complete shall be paid from the Escrow Funds; provided,
however, that in so doing, the City’s expenses shall be commercially
reasonable. If the City’s costs are less than itemized amounts for such
Guaranteed Work per the Guaranteed Work Exhibits, the difference
remaining shall be promptly paid to APPLICANT.
(bb) If the Board finds that the City’s determination was correct, the
APPLICANT shall have the right to take such corrective action as may
be reasonably necessary to correct the Guaranteed Work found by the
Board to be potentially deficient. Upon Completion of such corrective
action, APPLICANT will submit to the City a Request for Inspection.
If the City determines that Guaranteed Work found by the Board to be
potentially deficient have been made Substantially Complete then the
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City shall, within 7 days, deliver a Certificate of Substantial Completion
of APPLICANT and Escrow Agent. In such event, Escrow Agent shall
release to APPLICANT within five (5) days, the total itemized amount
of the Guaranteed Work which the City has certified as Substantially
Complete minus the 50% Excess Amount attributable to such work. If
the City determines that Guaranteed Work found by the Board to be
potentially deficient remain potentially deficient then the City may
cause such potentially deficient Guaranteed Work to be Substantially
Complete and the Costs of making such potentially deficient
Guaranteed Work Substantially Complete shall be paid from the Escrow
Funds; provided, however, that in so doing, the City’s expenses shall be
commercially reasonable. If the City’s costs are less than the itemized
amounts for such Guaranteed Work per the Guaranteed Work Exhibits
the difference remaining shall be promptly paid to APPLICANT.
(cc) In the event the Board finds in favor of APPLICANT, then the
Guaranteed Work at issue shall automatically be deemed Substantially
Complete without requirement of any further action. APPLICANT need
only provide written notice to Escrow Agent, with a copy to the City
that the Board found in favor of APPLICANT. Such notice to Escrow
Agent shall be deemed the equivalent of a Certificate of Substantial
Completion from the Board. Upon receipt of such notice, Escrow Agent
is authorized to immediately release to APPLICANT the total itemized
amount of the Guaranteed Work which the City has certified as
Substantially Complete minus the 50% Excess Amount attributable to
such work.
E. If there are delays in performance hereunder due to abnormal adverse weather
conditions, acts of God, casualties or any causes beyond the control of APPLICANT
or the City, or by other causes which reasonably would justify delay, then the affected
time period or deadline shall be extended for a reasonable period of time, as may be
agreed upon by the parties. No agreement to extend may be unreasonably withheld or
delayed.
F. APPLICANT has the right to assign, by affidavit, the receiver or beneficiary of escrow
funds or surety releases, such as to a contractor, owner, or other agent. The City
Engineer may assign the inspection and release responsibilities under this Agreement
to other City staff as necessary. In such case, all references to the City Engineer in this
sub-section shall be to that assigned staff position. However, all tracking of the
guarantee and releases thereof shall be maintained by the City Engineer.
G. It is the express understanding of the parties that compliance with the procedure set
forth in Article III below pertaining to the procedure for default and amendment of this
Agreement shall be required with respect to the enforcement and implementation of the
financial assurances and guarantees to be provided by APPLICANT as set forth above
and in Article II, Sections 4 and 5 below; provided however that all procedures and
requirements of this Article II, Section 3.2 D shall be exhausted by the City before any
Base Lodge PD Agreement
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action under Article III below is taken by the City with regard to matters pertaining to
this Article II, Sections 3.1 and 3.2.
4. Site Protection Fund and Guaranty. Pursuant to the Aspen Municipal Code 26.490.060 B,
before a Building Permit is issued for the Project, APPLICANT will deposit with a title company the
sum of $100,000 (the “Site Protection Escrow Funds”) in the form of cash, wired funds or an
irrevocable letter of credit and will execute an escrow agreement and instructions with the escrow
agent which recites and agrees as follows:
A. In the event construction work on the Project shall cease for sixty (60) days or longer
(“work stoppage”) without a cure of such work stoppage, after fifteen days (15) days’
notice by the City, and such work stoppage not being a result of any event of force
majeure, prior to a final inspection by the City of the work authorized by the
Foundation/Structural Frame Permit for the Project, then the City in its discretion may
draw upon the Site Protection Escrow Funds from time to time as needed for purposes
of protecting and securing the Project site and improvements from damage by the
elements and/or from trespass by unauthorized persons, and for purposes of improving
the Project site to a safe condition such that it does not become an unattractive nuisance
or otherwise pose a threat to neighbors or other persons; and
B. Half (50%) of the Site Protection Escrow Funds shall be returned to the owner upon
completion by the City of a final inspection of the work authorized by the
Foundation/Structural Frame Permit on the project. The Community Development
Director shall authorize partial releases, in increments of no less than 25% of said
original escrow funds or surety, as portions of the project progress and public safety
issues are reduced. The balance of funds shall be returned to the APPLICANT upon
substantial completion of the Project to a “dried-in” condition.
5. Site Enhancement Fund and Guaranty. Pursuant to the Aspen Municipal Code 26.490.060
C, before a Building Permit is issued for the Project, APPLICANT will deposit with a title company
the sum of $100,000 (the “Site Enhancement Escrow Funds”) in the form of cash, wired funds or an
irrevocable letter of credit and will execute an escrow agreement and instructions with the escrow
agent which recite and agree as follows:
A. In the event construction work on the development of the Project shall cease for ninety
(90) days or longer, prior to a final inspection by the City of the work authorized by a
foundation/structural frame permit (“F/SFP”) for the Lodge Building and cessation of
such construction work continues for a period of one hundred twenty (120) days after
notice from the City to the owner specifying the subject work in reasonable detail, or
if such breach cannot be cured reasonably within such one hundred twenty (120) day
period and owner fails to commence and proceed diligently to cure such breach within
a reasonable time period, then the City, in its reasonable discretion, may draw upon the
Site Enhancement Escrow Funds from time to time as needed for the purposes of
improving the appearance of any construction work not already completed on the site;
and
Base Lodge PD Agreement
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B. The Site Enhancement Escrow Funds or any remaining balance thereof shall be
returned to the owner, upon completion by the City of a final inspection and issuance
of a Certificate of Occupancy for the Project or earlier when otherwise agreed to by
APPLICANT and the City. The Community Development Director shall authorize
partial releases, in increments of no less than 25% of said original escrow funds or
surety, as portions of the project progress and aesthetic and public improvement issues
are reduced. The balance of funds shall be returned to the APPLICANT no later than
upon issuance of a Certificate of Occupancy for the Project.
6. Additional Terms of Escrow Agreements. The City of Aspen shall be named a third party
beneficiary of all Escrow Agreements established under this Agreement, with the express right and
authority to enforce the terms of the Agreement.
Base Lodge PD Agreement
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ARTICLE IV
NONCOMPLIANCE AND REQUEST FOR AMENDMENTS OR EXTENSIONS
1. In the event that the City has reason to believe that the APPLICANT is not acting in substantial
compliance with the terms of this Agreement, the City shall send the APPLICANT a notice of
non-compliance, specifying the alleged noncompliance. After such notice is given, the
APPLICANT and the City shall make good faith efforts to resolve the alleged lack of compliance.
If the APPLICANT and the City are not able to reach a mutually acceptable solution within thirty
(30) days of the City’s notice of non-compliance, the matter shall be submitted to the City Hearing
Officer for a determination. The APPLICANT shall have the right to file a petition appealing the
City Hearing Officer’s determination to City Council, which review by City Council shall be de
novo.
2. Upon the receipt of such petition, the City Council shall promptly schedule a hearing to consider
the matters set forth in the Hearing Officer’s determination of noncompliance and in the petition.
The hearing shall be convened and conducted pursuant to the procedures normally established by
the City Council for other hearings. If the City Council determines by a preponderance of the
evidence that a noncompliance exists which has not been remedied, it may issue such orders as
may be appropriate, including an order to remedy the non-compliance within such reasonable time
as the City Council may determine, but not less than thirty (30) days.
3. Notwithstanding the foregoing, no order terminating any approval previously granted by the City
Council, Planning and Zoning Commission or Historic Preservation Commission shall be issued
without a finding of the City Council that substantial evidence warrants such action and affording
the owner a reasonable time to remedy such noncompliance. A final determination of
noncompliance which has not been remedied or for which no variance has been granted may, at
the option of City Council, and upon written notice to the owner, terminate any of such approvals
which are reasonably related to the requirement(s) with which the owner has failed to comply.
Alternatively, the City Council may grant such variances, extensions of time or amendments to
this Agreement as it may deem appropriate under the circumstances.
4. Within twenty (20) days of the receipt of an order from the City Council determining non-
compliance, the APPLICANT may file with the City Council either a notice advising the City
Council that it is in compliance or a written petition requesting a hearing to determine any one or
both of the following matters:
a. Whether the alleged noncompliance still exists, or
b. Whether a variance, extension of time or amendment to this Agreement should be granted
with respect to any such noncompliance that is determined to exist.
5. In addition to the foregoing, APPLICANT may, on its own initiative, at any time, petition the City
Council for a variance, an amendment to this Agreement or an extension of one or more of the
time periods required for performance hereunder. The City Council may grant such variances,
amendments to this Agreement, or extensions of time as it may deem appropriate under the
circumstances. The parties expressly acknowledge and agree that the City Council shall not
unreasonably refuse to extend the time periods for performance if the owner demonstrates by a
preponderance of the evidence that the reasons for the delay(s) which necessitate said extension(s)
Base Lodge PD Agreement
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are beyond the control of the owner, despite good faith efforts on its part to perform in a timely
manner.
ARTICLE V
VESTED RIGHTS
1. The development approvals granted pursuant to Ordinances 2, 6, the Approval Resolution, as
further memorialized in this Development Agreement and in the Approved Plan Set shall
constitute a site-specific development plan and a vested property right pursuant to Aspen
Municipal Code Section 26.308.01 attaching to and running with the Property and shall confer
upon APPLICANT or its successors or assigns the right to undertake and complete the site
specific development plan and use of said property under the terms and conditions of the site
specific development plan including any approved amendments thereto. This site-specific
development plan is vested until __________, 2019, the third anniversary of the Development
Order for the Project.
2. However, any failure to abide by any of the terms and conditions attendant to this approval
shall result in the forfeiture of said vested property rights, subject to the terms and provisions
of Article III above.
3. As authorized by CRS Section 24-68-102(4)(a), City and APPLICANT agree that the site specific
development plan for Base Lodge PD consists of and includes, but is not limited to, the number,
permitted size, and configuration of the Project, the lodge units therein, the accessory lodge uses,
the commercial units, amenities, parking, employee housing requirements, surety obligations,
floor areas and other dimensional standards referred to in this Agreement, its exhibits and
Ordinances 2 and 6, the Approval Resolution, and all other matters set forth in this Development
Agreement and depicted and described in the Approved Plan Set, including architectural, utility,
grading, drainage, landscape, outdoor lighting, and all other associated plans recorded
concurrently therewith. For purposes of this Article V, this PD Development Agreement shall be
considered a “development agreement” as that term is used in CRS Section 24-68-104(2).
Base Lodge PD Agreement
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ARTICLE VI
GENERAL PROVISIONS
1. The provisions hereof shall be binding upon and inure to the benefit of APPLICANT and the
City and their respective successors and assigns.
2. This PD Development Agreement shall be subject to and construed in accordance with the
laws of the State of Colorado.
3. If any of the provisions of this PD Development Agreement or any paragraph, sentence, clause,
phrase, word, or section or the application thereof in any circumstance is invalidated, such
invalidity shall not affect the validity of the remainder of this PD Development Agreement,
and the application of any such provision, paragraph, sentence, clause, phrase, word, or section
in any other circumstances shall not be affected thereby.
4. In the event of any conflict between Approval Resolution and this Agreement, the terms and
provisions of the Approval Resolution shall govern and control.
5. This PD Development Agreement contains the entire understanding between the parties hereto
with respect to the transactions contemplated herein, and except as otherwise specifically
provided herein, may be altered or amended from time to time only by written instruments
executed by all parties hereto that are affected by the proposed amendment.
6. Numerical and title headings contained in this PD Development Agreement are for
convenience only, and shall not be deemed determinative of the substance contained herein.
As used herein, where the context requires, the use of the singular shall include the plural and
the use of any gender shall include all genders.
7. Upon execution of this PD Development Agreement by all parties hereto, City agrees to
approve and execute the Final Plat and the Final PD Development Plans for the Base 1 Lodge
PD, and to accept the same for recordation in the office of the Clerk and Recorder for Pitkin
County, Colorado, upon payment of the recordation fee by the APPLICANT.
8. Notices to be given to the parties to this PD Development Agreement shall be considered to be
given if hand-delivered or if deposited in the United States Mail to the parties by registered or
certified mail at the addresses indicated below, or such other addresses as may be substituted
upon written notice by the parties or their successors or assigns:
City of Aspen
City Manager and City Attorney
130 South Galena Street
Aspen, CO 81611
APPLICANT:
730 E. Cooper LLC
Base Lodge PD Agreement
Page 24
2001 N. Halsted Street #304
Chicago, Il 60614
With copies to:
Herbert S. Klein, Esq.
Klein Cote Edwards Citron, LLC
101 S. Mill St. #200
Aspen, CO 81611
and:
Jeffrey Richman, Esq.
General Counsel
M Development
2001 N. Halsted Street #304
Chicago, Il. 60614
9. This PD Development Agreement may be executed in counterparts, in which case all such
counterparts together shall constitute one and the same instrument, which is binding on all of
the parties thereto, notwithstanding that all of the parties are not signatory to the original or the
same counterpart. Facsimile or electronic signatures shall be treated as original signatures
hereon.
10. The terms, conditions, provisions and obligations herein contained shall be deemed covenants
that run with and burden the real property more particularly described herein and any and all
owners thereof or interests therein, their respective successors, grantees or assigns, and further
shall inure to the benefit of and be specifically enforceable by or against the parties hereto,
their respective successors, grantees or assigns.
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IN WITNESS WHEREOF, the parties have hereunto set their hands and seals as of the day and
year first above written.
CITY: City of Aspen, Colorado, a municipal corporation
By:_____________________________________
Mayor
__________________________
Linda Manning, City Clerk
APPROVED AS TO FORM:
__________________________
James R. True, City Attorney
APPLICANT: APPLICANT:
____________________________________
By:____________________________________
____________________, title:______________
[Remainder of this page intentionally left blank; notary blocks on following page]
Base Lodge PD Agreement
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STATE OF COLORADO )
) ss.
COUNTY OF PITKIN )
The foregoing instrument was acknowledged before me this ____ day of ____________,
2016, by Steven Skadron as Mayor and Linda Manning as City Clerk of the City of Aspen,
Colorado, a municipal corporation.
Witness my hand and official seal.
My commission expires: ________
______________________________
Notary Public
STATE OF COLORADO )
) ss.
COUNTY OF _________ )
The foregoing instrument was acknowledged before me this ____ day of ____________,
2016, by ______________as ___________________ of _____________________________.
Witness my hand and official seal.
My commission expires: ________
______________________________
Notary Public
Base Lodge PD Agreement
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MORTGAGEE CONSENT CERTIFICATE
The undersigned being the holder of a lien on the Property pursuant to a Deed of Trust (the
“Deed of Trust”) recorded on ____________________ as Reception Number ________________
recorded ________________, hereby consents to and approves the recording of this PD
Development Agreement, and hereby agrees that any foreclosure of the Deed of Trust will not affect
the validity of this PD Development Agreement, which will remain in place following any
foreclosure, and hereby subordinates the lien of said Deed of Trust to the matters set forth herein.
Executed this ____ day of ___________, 2016.
____________ Bank
By:____________________________________
____________________, Title:______________
STATE OF __________ )
) ss.
COUNTY OF __________ )
The foregoing Mortgagee Consent Certificate was acknowledged before me this ____ day of
____________, 2016 by _________________________ as _____________
of ___________________________Bank.
Witness my hand and official seal.
My commission expires: ________
______________________________
Notary Public
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EXHIBIT LIST
A. Dimensional Requirements and Density
B. TIA Narrative
C. Landscape Plan Costs and Quantities
D. Public Facilities and Infrastructure Costs and Quantities
E. Storm Water and Drainage Improvements Costs And Quantities
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EXHIBIT “A”
DENSITY AND DIMENSIONAL REQUIRMENTS
CL Zone District
Requirement*
Ordinance No 6, 2016
Dimensions
Approved Dimensions
Min. Front Setback
(Cooper Ave.)
No Requirement 0’ 0’
Min. Side Setback
(Original St.)
No Requirement 0’ 0’
Min. Side Setback
(West)
No Requirement 5’ 5’
Min. Rear Setback No Requirement 0’ 0’
Maximum Height
38’-40’ for a three
story building
35’-6” top of third floor
parapet on corner of Cooper
Ave and Original St.;
remaining portions of
building not to exceed 38’;
Elevator not to exceed
48’, when setback
according to Section
26.575.020
35’-6” top of third floor parapet on
corner of Cooper Ave and Original
St.; remaining portions of building
not to exceed 38’; Elevator not to
exceed
48’, when setback according to
Section 26.575.020
Min. Public
Amenity
Site Specific 10%-
25%
Approximately 6,782 s.f. and
as shown in Exhibit B,
Ordinance No. 6
3,910 s.f. on-site, plus 2,702 s.f.
off-site; 6,610sf total (95%),
matching exactly that shown in the
Approved Plan Set
Minimum Off-
Street Parking
Spaces
21.36 spaces 23 spaces 23 spaces
Max. Cumulative
Floor Area
2.5:1 (17,315sf) 2.49:1 (17,260 s.f.) 2.35:1 (16,255 s.f.)
Max. Lodge Floor
Area
2:1 (13,852sf) 1.74:1 (12,051 s.f.) 1.9:1 (13,150 s.f.)
Average Lodge
Unit Size
No Requirement
Approximately 200, minor
changes allowed per Section
1, Ordinance No. 6
Approximately 201 s.f.
Max. Lodge Net
Livable Area
N/A 7,784 s.f. 7,700sf
Max. Commercial
Floor Area
1:1 (6,926sf) .66:1 (4,592 s.f.) 0.42:1 (2,922 s.f.)
Max. Commercial
Net Leasable Area
N/A 2,487 s.f. 2,360 s.f.
Number of Lodge
Units/Bedrooms
N/A 40 units/40 bedrooms/80
pillows
38 units/40 bedrooms/68 pillows
* Minor changes that do not exceed the zoning limitations of Ordinance No. 6 may be made. Except
as specified, the project is subject to (may avail itself of) the exemptions in the Land Use Code in
effect on October 20, 2014, which is the date of original application submittal for this PD.
Base Lodge PD Agreement
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EXHIBIT “B”
TIA NARRATIVE
MMLOS
In the space provided call out the effective sidewalk width and the percentage of the site which
meets or exceeds the minimum standard width. Explain the site constraints for areas which do
not meet the minimum width.
Minimum sidewalk width of 8 feet for commercial developments will be provided for the entire site
(100%). There are not any site constraints limiting the 8 feet minimum width for public commercial
uses.
Explain the proposed improved crosswalk and how this improvement benefits the pedestrian
experience and the site as a whole. An improved crosswalk includes measures such as
incorporating a corner bulb out or defining a crosswalk path with colored concrete. Simply re-
striping a crosswalk will not receive credit. This measure must be pre-approved by City staff.
A roadside bulb out is proposed at the northwest corner of Cooper Avenue and Original Street. This
bulb out will be landscaped and will act as a traffic calming/slowing feature at the intersection as it
will decrease the road width on both approaches. The bulb out will reduce the distance required to
cross each street for pedestrians and cyclists. The intersection already exhibits a high level of
pedestrian traffic and with the addition of the lodge, more pedestrian traffic is expected. City Market
(and its loading dock area) is located across Cooper Avenue from the lodge. The sidewalks in the bulb
out will include directional ADA handicap ramps and detectable warnings.
Explain what driveways are removed and how this benefits the pedestrian experience.
The main driveway entrance to the existing site is on Cooper Avenue and a smaller secondary
driveway entrance exists on Original Street. The majority of the Original Street side of the site, from
the main curbcut northward to the alley, functions like a continuous curbcut as vehicles park between
the sidewalks and the buildings but in this right-of-way, accessing said parking from both the curbcut
and the alley side; Dominos Pizza has often maintained a delivery vehicle in this space as well. Both
of the existing driveway entrances will be closed and replaced with curb, gutters and detached
sidewalks. This benefits the pedestrian experience by removing possible crossings/conflicts with
vehicles. Pedestrian safety increases with detached sidewalks moving pedestrians farther away from
the roads and not having to cross driveway entrances on the entire site.
Describe the enhanced pedestrian access point(s). This measure is to improve pedestrian access
to the site from the ROW. It includes adding additional access points which prevent pedestrians
and bicyclists from crossing a street, improvements to the project's ADA ramps in the ROW,
and improvements to existing access points.
A roadside bulb out is proposed at the northwest corner of Cooper Avenue and Original Street.
Currently there is a single direction handicap ramp that points diagonally into the middle of the
intersection. The proposed bulb out will include bi-directional handicap ramps that will be
perpendicular to the road crossing and direct pedestrian and bicycle traffic straight across the road
crossings rather than diagonally into the center of the intersection. The bulb out will also reduce the
distance required to cross each street for pedestrians and cyclists than what currently exists. The
intersection already exhibits a high level of pedestrian traffic and with the addition of the lodge, more
Base Lodge PD Agreement
Page 31
pedestrian traffic is expected. City Market is located across Cooper Avenue from the lodge.
Moreover, the existing building entrances are almost exclusively located behind a driveway and
parking area, making pedestrian access less than ideal. The proposed new structure will include several
accessible pedestrian access points/entries alongside the Original Street sidewalks as well as via a new
walkway to be provided along the entire westerly boundary of the site.
Explain any additional minor bicycle improvements which have been agreed upon with City of
Aspen staff.
An unsponsored WE-cycle station exists on the Cooper Avenue side of the site. The station is not
currently sponsored by any private entities. It has been proposed that Base Lodge will sponsor the
WE-cycle station with the development of the site. As a result, the unsponsored station will then be
moved to another location in the City of Aspen where needed, thereby providing onsite bicycle
improvements as well as enhancements elsewhere in the City of Aspen by virtue of moving the station
to a beneficial location.
TDM
The project proposes onsite amenities. Describe the combination of amenities below. Providing
a combination of creative onsite amenities reduces the need for SOV trips throughout the day.
Services within the development that will reduce the need for auto trips include grocery,
restaurant, recreation rental, dry cleaning, child care, bicycle repair stations, etc. A
combination of amenities is required.
A WE-cycle station exists on the Cooper Avenue side of the site. The station is not currently sponsored
by any private entities. It has been proposed that Base Lodge will sponsor the WE-cycle station with
the development of the site. As a result, the unsponsored station will then be moved to another location
in the City of Aspen where needed. WE-cycle will eliminate SOV trips by offering guests a quick and
convenient way to get around Aspen and to events, by providing employees with a healthy way to get
to and from work. Base Lodge will provide guests and employees with We-cycle passes. City Market
in Aspen is located directly south of the site, across Cooper Avenue. A restaurant is proposed on the
main floor level of the lodge building. Retail is proposed on the main floor level of the lodge building.
The hotel lobby includes a room that will be made available for overnight storage of hotel guest’s
bicycles and skis depending on the season on a first-come first-served basis and as space remains
available. A lounge and bar area is proposed on the basement floor level of the lodge. The basement
level is also to include a hamam (group steam room), potentially eliminating trips that might otherwise
be taken to a spa/gym. Further, men's and women's locker rooms, which are associated with the
hamam, will be made available and include showers and storage for use by employees who might
bicycle to work.
Explain the proposed shared shuttle service strategy in the space below. The use of hotel or other
customer service vehicles to shuttle employees can maximize the use of on-site resources while
reducing SOV trips. The successful project will creatively consider the use of necessary business
vehicles for shuttle purposes. For example, a health club with a guest shuttle could provide
employee transfers to a transit center or park and ride. Note, the provision of a hotel shuttle
alone does not qualify for this measure.
Base Lodge will contract with an existing shuttle service provider for local and airport shuttle service.
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Explain below the transit fare subsidy strategy. The successful project will provide
subsidized/discounted daily or monthly public transit passes for the RFTA valley system. These
passes can be partially or wholly subsidized by the project, with additional points being provided
for larger subsidies. Many entities use revenue from parking to offset the cost of such a project.
Base Lodge will provide bus passes to employees who live down valley.
Provide details for the proposed bike share program participation. Bike sharing provides access
to a fleet of bicycles for short trips, thus reducing SOV travel. The successful project will provide
memberships to the existing WE-cycle program. Include details on how many WE-cycle
memberships will be purchased and whether these will be made available to guests, employees,
or both.
A WE-cycle station exists on the Cooper Avenue side of the site. The station is not currently sponsored
by any private entities. It has been proposed that Base Lodge will sponsor the WE-cycle station with
the development of the site. As a result, the unsponsored station will then be moved to another location
in the City of Aspen where needed. The hotel will actively encourage use of WE-cycle by providing
all guests upon check in with a WE-cycle pass for the duration of their stay. All employees, including
valet parkers, will be offered season passes for access to the WE-cycle system and encouraged to ride
WE-cycle to and from work and for work related errands, especially as there will be no on-site
automobile parking available to employees. Further, men's and women's locker rooms, which are
associated with the hamam in the basement level, will be made available and include showers and
storage for use by employees who might bicycle to or during work.
Include any additional information that pertains to the TDM plan in the space provided below.
Although specific credit has not been claimed for "end of trip facilities", the basement level locker
rooms will be available for use by hotel employees in the manner prescribed for such “end of trip
facilities.”
Enforcement and Financing
Provide an overview of the Enforcement and Financing plan for the proposed transportation
mitigation measures.
The MMLOS measures described herein do not require any financing or enforcement. If approved,
the applicant will be held to the proposed development, which guarantees the measures, and a
PD/Development Agreement will memorialize each requirement. The applicant will finance the
development privately and, once built, will require no enforcement. Participation in the TOP and
provision of the transit fare subsidy program will be provided and paid for the first five years of
ownership to each applicant, tenant, or hotel operator, as applicable. The applicant, tenant, or hotel
operator, as applicable, is responsible for enrolling in the programs and payment for usage outside of
the membership fees. The TDM measures will be included in lease agreements and reviewed by the
applicant, tenant, or hotel operator, as applicable, who will accept the terms by means of
executing/agreeing to their lease. The WE-cycle commitments will be agreed to in a legally binding
private contract between WE-cycle Aspen (through Mirte Mallory) and the applicant; the applicant
will be responsible for initial installation and associated costs, as well as yearly sponsorship for a
period of not less than five (5) years from the hotel’s official opening and enough access passes to
make the system reasonably accessible for hotel employees and guests alike. Again, these
commitments will be memorialized in the PD/Development Agreement between the applicant and the
City.
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Scheduling and Implementation Responsibility of Mitigation Measures
Provide an overview of the scheduling and implementation responsibility for the proposed
transportation mitigation measures.
All MMLOS items will be completed during the construction phase of the project. They will be part
of the plan set submitted to the City of Aspen Building Department for Engineering review. The
applicant understands the issuance of a Certificate of Occupancy is contingent upon satisfactory
installation of the MMLOS improvements, as reviewed and approved by the Engineering Department.
These items will be the responsibility of the applicant, tenant, or hotel operator, as applicable, and
shall be memorialized in the PD/Development Agreement. TOP and Transit Fare Subsidy TDM
measures will be implemented when the applicant, tenant, or hotel operator, as applicable, sign their
lease agreements. Please refer to the above narrative relative to WE-cycle Enforcement and Financing
for an explanation of the scheduling and implementation responsibilities.
Monitoring and Reporting
Provide a monitoring and reporting plan. Refer to page 17 in the Transportation Analysis
Guidelines for a list of monitoring plan requirements. Components of a Monitoring and
Reporting Plan should include (1) Assessment of compliance with guidelines, (2) Results and
effectiveness of implemented measures, (3) Identification of additional strategies, and (4)
Surveys and other supporting data.
The property manager or other representative of the owner will issue a survey to the commercial
applicant, tenant, or hotel operator, as applicable, on an annual basis. This simple survey will
determine what level of use they engage in for the TDM measures and if they have effectively reduced
trips. The survey results will be issued as an annual report to the City of Aspen Transportation
Department.
Amendments
This transportation impact mitigation plan may be amended from time to time according to the
procedures and standards of Chapter 26.630 of the City of Aspen Land Use Code.
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EXHIBIT “C”
LANDSCAPE PLAN COSTS AND QUANTITIES
IN CASE OF A SITE RESTORATION REQUIREMENT
(Project Landscape listed under Public Facilities Costs)
LANDSCAPING
ITEM QUANTITY UNIT UNIT COST COST
6" TOPSOIL 130 CY $35.00 $ 4,550.00
GRASS SEED AND TEMPORARY IRRIGATION 6926 SF $1.50 $ 10,389.00
TOTAL $ 14,939.00
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EXHIBIT “D”
PUBLIC FACILITIES AND INFRASTRUCTURE COSTS AND QUANTITIES
ITEM QUANTITY UNIT UNIT COST COST
CLASS 6 AGGREGATE BASE COURSE (6" UNDER ALL
ASPHALT AND SIDEWALKS) 152 CY $ 55.00 $ 8,360.00
HANDICAP RAMPS 2 EA $ 800.00 $ 1,600.00
CROSSWALK PAVEMENT MARKINGS 450 SF $ 15.00 $ 6,750.00
TRUNCATED DOMES 64 SF $ 50.00 $ 3,200.00
CONCRETE SIDEWALKS 2220 SF $ 8.00 $ 17,760.00
PERMEABLE PAVERS 500 SF $ 25.00 $ 12,500.00
TYPE A CURB AND GUTTER - CATCH CURB 260 LF $ 42.00 $ 10,920.00
HOT MIX ASPHALT - 5" DEPTH 4664 SF $ 8.00 $ 37,312.00
TREES 4 EA $ 1,250.00 $ 5,000.00
SEEDING AND TEMPORARY IRRIGATION 990 SF $ 1.50 $ 1,485.00
WE-CYCLE STATION 1 LS $ 30,400.00 $ 30,400.00
SUBTOTAL $ 135,539.00
MOBILIZATION 1 LS $ 7,500.00 $ 7,500.00
TRAFFIC CONTROL 1 LS $ 10,500.00 $ 10,500.00
CONSTRUCTION SURVEYS, OBSERVATION, TESTING &
AS-BUILTS 1 LS $ 10,500.00 $ 10,500.00
SUBTOTAL $ 28,500.00
TOTAL $ 164,039.00
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EXHIBIT “E”
STORM WATER AND DRAINAGE IMPROVEMENTS COSTS AND QUANTITIES
ITEM QUANTITY UNIT UNIT COST COST
DRYWELL 1 EA $ 12,000.00 $ 12,000.00
PUMP. PIPING, CURB INLET 1 LS $ 12,000.00 $ 12,000.00
SUBTOTAL $ 24,000.00
MOBILIZATION 1 LS $ 2,500.00 $ 2,500.00
CONSTRUCTION SURVEYS, OBSERVATION, TESTING &
AS-BUILTS 1 LS $ 2,500.00 $ 2,500.00
SUBTOTAL $ 5,000.00
TOTAL $ 29,000.00