HomeMy WebLinkAboutFile Documents.200 S Aspen St.0007.2017 (13).ACBK LOCATION VERIFICATION MAP OF:
ASPEN STREET LODGE - HOTEL LENADO SUBDIVISION
A PARCEL OF LAND SITUATED IN THE SOUTH EAST CORNER OF SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6th P.M. -
&THE SOUTH WEST CORNER OF SECTION 7,TOWNSHIP 10 SOUTH, RANGE 84 WEST TOWNSHIP 10 SOUTH, RANGE 84 WEST OF THE 6th P.M.
CITY OF ASPEN, COUNTY OF PITKIN, STATE OF COLORADO. Aspe r� -
,r‘,,iy,,,),,j,',1,,,i,,..,..,,-..,:,••,:-:::::
SHEET 1 OF 1 3u:P
/7
SITE "..,'',‘,.•
",---\\'::'''.-
9
li
":::::::.,.17,:',----,,,.''..,,. ,.,
l__,,„ 3,-,,-5.,,,,,.',•,,,,._,"::..,„,,,,,
GPS-6 GARMISCH&HOPKIN
° / \
ENCROACHMENT REC.NO.664769 GPS-5 GALENA&HOPKINS a
\ ° 75'HOPKIN STREET R.O.W. AV.
VICINITY MAP
N74°14'35"W BASIS OF BEARING SCALE:1"=2000'
° - o a° 576°16'00"E 998.55'(TIE) NOTES
'� N69°C 'Sg"yr,395.85' ° - °
(TIE) ° ° ° ° 4 °
o -\ S74°17'21"E 89.70' fI 1) Date of Survey:August-November,2019 and January,April,2020.
SURF ACV SURF NCV 10.00'FRONT SETBACK 6.86'"'TOHFWP`1 SET#SURFP`WITH NO CAP 2) Date of Preparation:September-November,2019,and April-May,2020.
\ 1.26,F\H\SHFD 0.2G F\H\SHED
SHED
- 026 F\H 3) Linear Units:The linear unit used in the preparation of this plat is the U.S.Survey Foot as
+ ^ I defined by the United States Department of Commerce,National Institute of Standards and
4 2L 00 F\H\SNED SURFACE 4) Basis of Bearing:Bearings are based on the 2009 Marcie Engineering-City of Aspen Control
Map,yielding a site bearing of N 74°14'35"W from the City of Aspen GPS-5 Galena&
Hopkins and City of Aspen GPS-6 Garmisch&Hopkins.
SET#5 REBAR AND
1.25"ORANGE PLASTIC CAP \ ° \-... FINISHED SU FACE 5) This survey does not constitute a title search by Sopris Engineering,LLC(SE)to determine
STAMPED,"PROP.COR.L.S.28643"
SITE BENCHMARK-EFLUSH LEVATION WITH
GRADE 7896.4' \ -p j4 F\y\SHEOSURFACE ownership or easements of record.For all information regarding easements,rights of way
and/or title of record,SE relied upon the a Proforma Title Report prepared by American Land
Title Association,Commitment No.14003210,Effective Date,January 23,2017 and
a documents and plats of record as shown in the Source Documents,hereon.
,1\I 75.3'SOUTH ASPEN
STREET R.O.W. . -PROPERTY LINE 6) Basis of elevation:The 1998 City of Aspen Drexel Barrel control datum,which is based on an
elevation of 7720.88'(NAVD 1988)on the NGS station"S-159".This established a site
benchmark elevation of 7896.4,on the top of a number 5 rebar and 1.25"orange plastic cap,
° 5.00'SIDE SETBACK stamped"PROP.COR.L.S.28642",monumenting the north west property corner,as shown
L o o- _ HOTEL LENADO SUBDIVISION on heron.
o LOTS A,B,&C CITY AND TOWNSITE OF ASPEN c CITY AND TOWNSITE OF ASPEN 7) All setbacks are shownper City of Aspen zoning"Mixed-Use" Mu
0 0 Y p ( )
PITKIN COUNTY PARCEL NO.273707337001 o BLOCK 75-LOT D-I
°° ,-3 BASS PARK 8) Address:200 South Aspen Street
PITKIN COUNTY PARCEL NO.273707337002
9) Pitkin County Parcel No.--273707337001
a
a v 10)"FINISHED SURFACE"refers to either stone or wood on building.
°
�Oy Q 0.94'FINISHED SURFACE
0.12 ° 5.00'SIDE SETBACK
a
° REC.CTRICTRANSFORMER EASEMENT- p14 F\N\SHVOSURFACV SOURCE DOCUMENTS:
-'"-da • PLAT-City&Townsite of Aspen Map-GE Buchanan Map-1959
° • PLAT-Hotel Lenado Condominiums Plat recorded February 6,1997,in Plat Book 41 at Page
79,as Reception No.401585,Pitkin County,Colorado.
' ° I I ALL OF THE PITKIN COUNTY,COLORADO RECORDS-UNLESS OTHERWISE NOTED.
LEGAL DESCRIPTION:
1
I
—- —-I Lots A,B,and C,Block 75,City and Townsite of Aspen.
—ISET#5 REBAR AND
1.25"ORANGE PLASTIC CAP STAMPED,
HV0W p't "PROP.COR.L.S.28643"FLUSH WITH GRADE
01T,�C
0.02'FINISHED SURFACE °
4.86'FI(SHED S4 FACE
° 1 °
J 574°17'21"E 89.70' J
Qa 0,'y0 SF0HVW OH
A11 Op3 5< ENJ N1\. /
5.00'REAR SETBACK
SET#5 REBAR AND
1.25"ORANGE PLASTIC CAP ALLEY BLOCK 75
STAMPED,"PROP.COR.L.5.28643"
FLUSH WITH GRADE
a.
SURVEY!¢-_•,.,' EMENT
I,MARK '4 E',•n.'":c STATE THAT THIS MAP WAS PREPARED BY SOPRIS ENGINEERING,LLC FOR DCBD2 LLC,A TEXAS LIMITED
LIABILI ^-.^,Eln,.•ANL)Hq i/IS TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF.
BY:5 V'•� DATE:
GRAPHIC SCALE SOPRIS ENGINEERING - LLC , 1 : a 05 28 2020
m - 0 zD 40 �I '9
` CIVIL CONSULTANTS Ma ;,� w
Q 502 MAIN STREET,SUITE A3 SURVEY!:
FOR AND BEHALF OF SOPRIS ENGINEERING,TLC.
NOTICE:ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL (IN FEET)
ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS CARBONDALE,COLORADO 81623
AFTER YOU FIRST DISCOVER SUCH DEFECT.IN NO EVENT MAY ANY ACTION 1 inch=10 ft.
BASYEARS FROM THEDATE`OTFICRTIIFCATION SHOWN HEREON
THAN TEN (970)704-0311 SOPRISENG@SOPR)SENG.COM sn8/2020-PRoiECn-c.\zoiF\iF0si\suRVEr\s",,,evoWG,\m01.Co0PUANCE\i0OsimNING<oMPUANCE VA,cl,"g
FRONT PROPERTY LINE
I
1 1
FRONT SETBACK
}Z I Zj
Y r Y 1 n}
r' Q "KIr
WI P PIW
a' o 'III o .a
WI to - FS 1W
❑I 1❑
fn1 ly
I • l I FORUM
in n Jil
'Do PHI
E
I I
® L13 I
® ® 715 West I Aspen,ColoradoMain ,Suite 81611
204
81611
I ® oI WI I P:970.279.4157 F:866.770.5585
1 ® .111111
�
I �'� I 200 S Aspen
I II I I Exterior Walls In Relation to Setbacks P
, 200 South Aspen Aspen CO
200 S.Aspen Street 81611
1
1 \ I Distance from Exterior Veneer to As-Built Distance from Exterior Distance from Setback Line to
Wall Reference M�
II Setback Line Veneer to Setback Line Property LineOF
I I A 1 1/4" 1 3/4" 5'-0" Z-009 P
I 0�0 I B 31/8" 31/8" 10'-0" Z-009 �/ ��i. EN
1 - AO I C 1 1/2" N/A-Below Grade 5'-0" Z-009 �,I ,� / SON Nlir
111111 _ D 2 1/8" N/A-Below Grade 5'-0" Z-009 r V r
I ® O I r 5/27/20 ��
E 2 1/8" 3 1/8" 10'-0" Z-009
1 i F 31/8" 31/8" 10'-0" Z-009
'CO pike(
I I G 3/4" 1 1/4" 5'-0" Z-009
1 PP i H 1 3/4" 1 5/8" 5'-0" Z-009
J 2 1/4" 2" 5'-0" Z-009 CONSULTANTS
I I Q,00 8EG SlF 1 K 1 1/4" 1 5/16" 5'-0" Z-009I SURVEYOR
alMitr- II e BED• ''''P'' Tuttle Surveying
O fr RG/�/ L 2 1/8" 31/8" 10'-0" Z-009 727 Blake Ave
O/ 5. Glenwood Springs,CO 81601
REAR SETBACK I c� :. ; M 61/8" 11/4" Z-009 (s7o)s2s-97oa
' . . 1 : 1105-PP-2020 N 3/4" 15/8 50 Z-009 ierc@tss-us.wm
"
REAR PROPERTY LINE f�ii,. 5j' CIVIL
/rl,,`'OJ " Routing Fork Engineering
r — �^`'' 592 Highway 133
N Carbondale,CO 81623
r
ROOFTOP LEVEL 3/32"= 1'-0" 970)340-4130
hardg@rreng.bir
1 4 8 16 32 STRUCTURAL
KL&A
FRONT PROPERTY LINE FRONT PROPERTY LINE FRONT PROPERTY LINE 215 N.12th Street,Unit E
•-------------------------------------------^ "--__---------------------------------------^ •-----------------__—__—_------------------ Carbondale.CO 81623
1 1 I 1 1 1
I (970)927-5174
1 I I I 1 mlyons5k1a0.cw m
Y I I y I I ® I MECHANICAL
1 I — FRONT SETBACK 1 11
FRONT SETBACK (L) 1 I -J (E) �1 (F) ® 1 1 a • e (B) FRONT SETBACK 1 AmhitecturalEngineering Consultants
W I r --- --- ---, 1 W Z I IIA II Y I W Hi1
Q I J m }}W I r# 10- ON I S LU on WA
I W I d Madigan•Company
m 03 W �— to I� Lu PO Box 9682
CL' W W i� ire
I ❑ I m '2 IY' W •• W '(y Aspen,CO 81612
a I ❑ ikki,, ❑ a W I N� O ` I a a I ❑ / ❑ I d (970)319-2232
W /n 'OUTLINE OF ROOF ABOVE I--T — U W ❑ W W N / N W chrls@madlganco.m
❑I 1 0 U I m �
m Ifn I I=�-� 1O ❑1 0 \ -r 1❑
• e ��M`1 I 1 m1 ±11..
In
/ I„ /� /� DRAWING SETS:
— r� i(lj) I I(A), 1 NAME ID ISSUED DATE
—I ' I ' 1 _ ' PERMIT&BID SET 2/7/17
Iis I L21 1
�` CLARIFICATION 1 A 4/24/17
e 111 r 1 1 i 5 4�'1 1 1 9 I ❑ I I CLARIFICATION 1A A 6/7/17
u 1�-411/2i I � �s L21 1 �^� CLARIFICATION Q 7/10/17
I �_ / 1 I ■ J - ' l� I CLARIFICATIONS Q 9/28/17
L29 "'' (' uP' �" CLARIFICATION 4 A 11/16/17
°° -_ 231 ,I I I I_— -_ I
El--.1 ax, 1 I N. 1 I I CONSTRUCTION DOCS Q 1/31/18
I I I I CHANGE ORDER#1 4/6/18
L21 ASI#1 6/15/19
e 1 I ox o I - \ I ASI#2 6/28/18
I I r
I I CHANGE ORDER#1A Q 8/21/18
YI—I
i \1\ I I PI 1 t ASI#10 10/30/18
L �Y// I '✓y (H) 1 ' I ASI#10 CLARIFICATION A 10/30/18
Fit./7
oxua 1 1 � I SIGN PERMIT 2/10/20
II I ® I DATE OF PUBLICATION 527/20 '1I PROJECT NO: 1404
J
_ , 0 1' I I G I e DRAWN BY, LG,ES
I COPYRIGHT FORUM PHI LLC
l l® 1 I_TRANSFORMER 4.. G 1
VAULT
ZONE DISTRICT Mixed Use
9
L7 a I I�TRANSFORME R ® F\——'I F——— I I PARCEL ID#273707337001
® o o I �� \ / \\ // F — I 71 LEGAL DESCRIPTION
e e 1 X I \ ,171,
I I I CITY AND TOWNSITE OF ASPEN BIock:75 Lot AAND:
e e e u 1 it o o I// \\I 9 /x\ P I \ I I I Lot:ThruC
REAR SETBACK J 1 I REA�SETBACK " IK1 (J �J I I REAR SETBACK (p I SETBACKS
— — — — — — — — — — — — — — — — — — — — — — — — — E3 — — — — — — — — — — — — — — PROJECTIONS
REAR PROPERTY LINE REAR PROPERTY LINE REAR PROPERTY LINE
r N r N r N Z 101
UPPER LEVEL 3/32"= 1'-0" 1 4 8 16 I PARK LEVEL 3/32"= 1'-0" 4 8 16 I MAIN LEVEL 3/32"= 1'-0" 1 4 8 16 32
May 28, 2020
Page 1 of 1
Zoning Compliance for Aspen Street Lodge
Project: Aspen Street Lodge
Permit number: 0007.2017.ACBK(Main Permit); 0038.2018.ACBK(Change Order)
Owner: DCBD2 LLC.
General Contractor: Madigan+Company
This cover letter is intended for the attached Height Verification Mapping for the Aspen Street Lodge
project. The Aspen Street Lodge project is Zoned mixed use(MU),and is a commercial hotel project with
some units being affordable housing. Heights were determined using the top most portion of the structure
for roofs with a pitch less than 3:12, 1/2 distance between the eave point to the ridge on roofs with a
slopes between 3:12 and 7:12 and 1/3rd distance between the eave point to the ridge on roof on roof
slopes greater than 7:12 per Land Use Code 26.575.020 Section F. Said measurements were taken on
October 30th, November 1st,2018,&April 30th,2020. As-built topography elevation shots were taken
on April 8th,9th,15th,&May 6th,2020. All horizontal and vertical measurement were based on the City of
Aspen GPS control monumentation map prepared by Marcin Engineering LLC,dated December 2,2009,
which is based on an elevation of 7711.98'(NAVD 1988)on the NGS station "Q-159". With field
occupation of Aspen control monument GPS-6 (elevation 7893.61') at the Intersection of South Garmisch
Street and East Hopkins Avenue on September 5,2015,which established a site benchmark elevation of
7896.44' on a set number 5 rebar,with 1.25"plastic cap, stamped"Prop. Cor. L.S.28643",monumenting
the northwest boundary corner Block 75, after construction.
Sincer P�0 RE( sit
SO LC
o 6 -P'.
•
. —2S—2020
4Z643
Principal -6y ",�
502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704-0313
SOPRIS ENGINEERING • LLC civil consultants
SOLAR EXEMPTION PERMANENT ROOFTOP AMENITIES LODGE(LAND USE CODE)(LAND USE CODE) (LAND USE CODE) PER CHAPTER 26.575.020.F.4.K / --_
PER CHAPTER 26.575.020.F.4.F PER CHAPTER 26.575.020.F.4.1 / -- -- -
_-
/ -
Energy Efficiency or Renewable Energy Permanent rooftop amenities,such as For commercial,lodge,or mixed-use /
Production Systems and Equipment. built-in wet bars,built-in barbeque grills, buildings located in the Commercial Core PROPERTY LINE ' '
Energy efficiency systems or renewable cabinets,sinks,fire pits,pools,hot tubs, (CC),Commercial(C-1),or Neighborhood r---.,--------------1_—__—__—__—__—__—__—__—_,=__—__—__—__—__—__—__—__—__—__---_-__—__—__—_,
energy production systems and equipment etc.shall be permanently installed and Commercial(NC)zone districts, I /' / / - I
including solar panels,wind turbines,or shall meet the following height and decorative,nonfunctional architectural I / /
similar systems and the system's setback requirements to qualify for a elements such as a parapet,cornice, I / // ,
associated equipment which is located on height exemption.This only applies to a spire,pediment,are exempted from height 4 n
top of a building may extend up to five(5) mixed use,lodge,or commercial building measurement up to twenty-four(24) i / / n� ,e$ I //
feet above the height of the building at the located in the Commercial Core(CC)Zone inches only if approved by the Planning / / / / /
/
point the equipment is attached.On any District,Mixed Use(MU)Zone District,the and Zoning Commission or Historic I/ / / / II /
structure other than a single-family or Commercial(C-1)Zone District,the Lodge Preservation Commission as part of a I/ / / / k/
duplex residential building or an accessory (L)Zone District,the Neighborhood Commercial Design Review.This /I / / / /I
building,these systems may extend up to Commercial(NC)Zone District,or the exemption shall not be combined with any /I / / "
ten(10)feet above height of the building Commercial Lodge(CL)Zone District. other height exemptions. / I SETBACK / / H=7928'-101/4"- G=7928'-101/4"- n� FORUM
at the point the equipment is attached if Permanent rooftop amenities may extend / ' telL=7916,9Th J / F- i To.SLAB=7918'-9" / PH
I
the building set back rom any a minimum of twentyeet facing fac20 feet de of up to ve at theeet the equipment ove ght of the ,s I / //
$ FLAT DECK 7906 2" I�z Tu m jo FLAT DECK I //
t ) building point / I IA=7916'-9"1 / --',=, ��'+ ? '� /
and the footprint of the equipment is attached to the roof.This allowance is / I f / ,n w ,
minimized and combined to the greatest inclusive of any pad the equipment is / I / $ FLAT DECK 7816 9" r. _ _ it•w i}F 1 it R=792T_3"
extent practicable.Certain additional placed on.A trellis with a maximum height / 1- / I a}U�B:12 8:1z a a II
restrictions may apply pursuant to Chapter of ten(10)feet and a maximum floor area / i �/ —rp/„--F�1 a��� I ot0 ll 715 West Main Street,Suite 204
26.412,Commercial Design Review.The of no more than 5%of the useable deck / I /\ LINE OF PERIMETER ��L - I� - -- -I--— —-t — C? j I Aspen,Colorado 81611
/ AT GRADE �1' rn /' P:970.279.4157 F:866.770.5585
height and placement of energy efficiency area is permitted.All permanent rooftop / _why w w z
or production systems which are not amenities shall be set back from any / I / cilia w z °a
located on top of a building(located Street facing facade of the building by a / 6 —$fvo o J s e ®
independent of a building)shall be minimum of ten(10)feet. / I �z I
established by the Planning and Zoning / I / - I I I II / r h, J I 200 S Aspen
/ 15'OFFSET FROM —�
Commission pursuant to the procedures I r PERIMETER -/ I / I - ® / , 200 South Aspen Aspen CO
and criteria of Chapter 26.430-Special I I I '1-1
I > I Ix=792T-2 1/2"I / / I 81611
Review.(Also see setback requirements LINE OF WALL -- _ --- - ---F----------- --- - i I_ . /
for these systems at sub-section E.5.) I / / I -
IB=7911,55/81 BELOW '�
® 0
/ I / DASHED LINE�Y_ :10=7928'-51/8"I, OF /H_
/ 1 I / INDICATES 1/31'OINT I `!
/ `V
ELEVATOR AND STAIR OVERRUN I. I I / - / I ��
ROOFTOP RAILINGS(LAND USE CODE) MECH SCREENING(LAND USE CODE) I I� / EN
(LAND USE CODE) / - �/�
PER CHAPTER 26.575.020.F.4.D PER CHAPTER 26.575.020.F.4.E I w=7927'-0' /
PER CHAPTER 26.575.020.F.4.0
/ ® �$i �- _ / 1 ��, � r SON
< (� �i
/ / 1 I / a1z I r1_ �snono
Rooftop Railings.On any structure other Elevator and Stair Enclosures.On Mechanical Equipment.Heating, , / / / '-, /
than a single-family or duplex residential structures other than a single-family or ventilation,and air conditioning systems, / T To.SLAB-7927'-21rz- I0 \
rooftop railingssafety duplexbuildingaccessory equipment utility I / 1/a.,z / $ FLAT DECK 1 I
building, and similar residential or an and similar mechanical a ui ment or / m
devices permitting rooftop access may building,elevator overrun enclosures and apparatus located on top of a building may i _____ �l� n°�' /
extend up to five(5)feet above the height stair enclosures may extend up to five(5) extend up to six(6)feet above height of I c ^ // I r / _ I CONSULTANTS
of the building at the point the railing feet above the specified maximum height the building at the point the equipment is ) IC=7906'-2^
connects.To qualify for this exception,the limit Elevator and stair enclosures may attached.This allowance is inclusive of I / + / / I s
SURVEYOR
railing must be the minimum reasonably extend up to ten(10)feet above the any pad the equipment is placed on,as I / / // / i Tuttle Surveying
necessary to provide adequate safety specified maximum height limit if set back well as any screening.Mechanical I / IT 794141 g 7937'91 , 727 Blake Ave
and building code compliance and the from any Street facing facade of the equipment shall be screened,combined, , / / / Glenwood Springs,CO 81601
(970)928-9708
railing must be 50%or more transparent building a minimum of twenty(20)feet and and co-located to the greatest extent I / / / I I / /® ------ I ierc@tss-ue.wm
All railings shall be set back from any the footprint of the elevators or stair practicable.On structures other than a / // / CIE / I CIVIL
Street facing facade of the building by an enclosures are minimized and combined single-family or duplex residential building / /
amount equal to the height of the railin to thegreatest extentpracticable. or an accessorybuilding,all mechanical I / - / I Roaring Fork Engineering
q g g' I / T.O.SLAB=7906'-2" / 592 Highway 133
For single-family and duplex residential equipment shall be set back from any / $FLAT DECK ,/ / . T.O.SLAB=7916'-9" I Carbondale,CO 81623
buildings,rooftop railings shall not be Street facing facade of the building a p / FLAT DECK I (970)3404130
allowed a height exception. minimum of fifteen(15)feet. I / - - // Lill / dchardg@rreng.bd
/ / - / I STRUCTURAL
I ,:', /
_ KL&A
I / / // eBB=]931'-4" J / \ . I Carbondale,CO 8162 215 N.12th Street,Unit 3
I/ / `1 _ I , I _liDASHED LINE IP=7928'-71/2"1 (970)927-5174
mlyons@klaa.wm
✓ / ---] / AA=7931 WHEEL- SPA y// POOL i INDI®�1/3 T
A / 1
/ \ ATE'1POIII I MECHANICAL
Perimeter Heights — �� Architectural Engineering Consultants
40801 US-6#214
200 S.Aspen Street / I /� Avon,CO81620
i D=7928'-91/2" DASHED LINEI DICATES 1/3 POINT CHAIR / r (970)748-8520
'w / LIFT / ® I taylor@aec-vail.com
Elevation of Historic As-Built Elevation of Proposed Roof Height As-Built Roof Height Proposed Roof Height As-Built Roof Height /
Elevation Label Most Restrictive I J CONTRACTOR
Grade Grade over Topography over Topography over Most Restrictive over Most Restrictive / / r
A 7898'-8" 7896'-1 1/16" AS BUILT 7916'-9" 7917-1 1/4" 20'-8" 21'-0 3/16" 1 / Madigan+Company
/ PO Box 9662
B 7898-7" 7896'-1 1/16" AS BUILT 7911'-5 5/8" 7911'-4 1/8" 15'-4 5l8" 15'-3 1/16" , 8:12- r I Aspen,CO 232
/ (970)319-2232C 7899'-2" 7896'-33/8" AS BUILT 7906'-2" 7906'-611/16" 9'-77/8" 10'-35/16" / chrls@madlganco.m- - - 8:12- / rjU- ID 7900'-10 1/8" 7900'-8 11/16" AS BUILT 7928'-9 1/2" 7928'-811/16" 27'-11 3/4" 28'-0"
/ r / I ' I
DRAWING SETS:
E 7901'-21/8" 7900'-77/16" AS BUILT 7928'-91/2" 7928'-77/16" 27'-87/8" 28'-0" / I' I * T.O.SLAB=7931'4" / I NAME ID ISBUED DATE
/ If/
FLAT DECK
F 7901'-4 1/2" 7900'-415/16" AS BUILT 7916'-9' 791T-15/8" 15'-5 5/8" - 16'-811/16" / / 1 I
E=7928'-91/2" DASHED LINEI DICATES 1/3 POINT / r PERMIT&BID SET 2/7/17
G 7903'-6" 7901'-0 5/8" AS BUILT 7928'-10 1/4" 7928,8 3/16" 2T-11 5/8" 27,8 3/16" / . __T -
r / / I CLARIFICATION I Q 4/24/17
H 7903'-1" 7901'-101/16" AS BUILT 7928'-101/4" 7928'-75/16" 27'-115/8" 26'-91/4" / MI ° CC // CLARIFICATION IA Q Bnm
J 7901'-6" 7900'-93/4" AS BUILT 7928'-71/4" 7928'-413/16" 27'-113/4" 27'-71/6" i / $ / / i I CLARIFICATION 2 Q 7/10/17
K 7900'-7 5/8" 7900'-5 3/16" AS BUILT 7928'-7 1/4" 7928'-5 3/16" 27'-11 3/4" 28'-0" / / /
, ��'IIiE>i I CLARIFICATION 3 Q 9/28/17
L 7899'-1" 7896'-79/16" AS BUILT 7916'-9" 7917'-15/8" 19'-9" 20'-61/16" , ) a / /
/ _ / CLARIFICATION 4 Q 11/16/17
M 7906'-6" 7906'-7 3/16" AS BUILT 7916'-9" 7917'-1 7/8" 10'-3" 10'-7 7/8"(HISTORIC) I / _ I '
/ LINE OF WALL / h- / ' I CONSTRUCTION DOCS 1/31/18
N 7906'-4 1/4" 7906'-7 5/16" HISTORIC 7932'-41/2" 7931'-91/4" 26'-01/4" 25'-5"(HISTORIC) I BELOW / 1/4:121 /
�. L___ L T ____________________________S_______ II I I CHANGE ORDER#1 Q 4/6/18
P 7905'-117/8" 7906'-7 3/16" HISTORIC 7928'-71/2" 7928'-41/8" 22'-75/8" 22'-41/4"(HISTORIC) I 4' / / ASI#1 sn 5A8
Q 7905'-21/8" 7906'-7 5/16" HISTORIC 7928'-51/8" 7928'-33/4" 23'-3" 23'-1 5/8"(HISTORIC) I / / / I
_ / / _ � / I ASI#2 6/28/18
R 7904'-10" 7906'-7 7/16" HISTORIC 7927-3" 792T-23/i6" 22'-5" 22'-43/16"(HISTORIC) i / // Iva:1z - 8:12 - / \\ CHANGE ORDER#1A 8/27n8
T 7902'-9" 7903'-315/16" HISTORIC 7927'-3" 7927'-15/16" 24'-6" 24'-45/16"(HISTORIC) / \\\\\\ Asl#m 10/30/18
T.O.SLAB=7916'-9'. tz
U 7905'-43/8" 7905'-63/4" HISTORIC 7928'-43/4" 7927'-111/2" 23'-03/8" 22'-7 1/8"(HISTORIC) I / 'FLAT DECK / y
=lo- ASI#10 CLARIFICATION A 10/30/18
V 7906'-25/8" 7906'-53/4" HISTORIC 7932'-41/2" 7931'-91/4" 26'-17/8" 25'-65/8" HISTORIC /
(HISTORIC) / / MI� I SIGN PERMIT 2/10/20 '
/ iI �8:12u8:12� Lw I
/ x}Q— I DATE OF PUBLICATION 5/20/20
I / o.2— T.O.SLAB=7916'-9"
I/ / / Iz— FLAT DECK I PROJECT NO: 1404
1
I I DRAWN BY: LG,ES
T=7927-3"II '
Heights Beyond 15'Offset from Perimeter $ F, I I. COPYRIGHT FORUM PHI LLC
200 S.Aspen Street J- �- ' ZONE DISTRICT Mixed Use
/ I PARCEL ID#273707337001
Elevation of Historic Elevation of Proposed Proposed Roof Height As-Built Roof Height Proposed Roof Height As-Built Roof Height 4? 4: I // LEGAL DESCRIPTION
Elevation Label Most Restrictive CITY AND TOWNSITE OF ASPEN Block'75 Lot AAND:
Grade Grade over Topography over Topography over Most Restrictive over Most Restrictive I I 90d• Lot:Thru C
W 7900'-9" N/A HISTORIC 7927'-01/2" 7926'-115/8" 26'-3" 26'-25/8" __—__—__—__—__—__—__—_ —__—__—__—__—__—__—__—__I—__—__—__—__—__—__—__—__—__—__—__—__—__ 3I
X 7901'-10" N/A HISTORIC 7927-2 1/2" 7927-1 9/16" 25'-4" 25'-3 9/16" 0 aE G/ I /
0 HEIGHT OVER
Sl•.
Y 7903'-9" N/A HISTORIC 7941'-4" 7941'-4 9/16" 37'-4" 37'-7 9/16" ce.'c•;,BECj. ,,, ,1 I / TOPOGRAPHY
Z 7904'-3" N/A HISTORIC 793T-9" 793T-81/8" 33,3" 33'-51/8" O:* p';G
AA 7903'-7" N/A HISTORIC 7931'-4" 7931'-4 5/16" 27'-101/2" 27'-95/16"
�'� 6
BB 7904'-2" N/A HISTORIC 7931'-4" 7931'-4 7/16" 27'-0" 27'-2 7/16" -2A-2020
N
CC 7902'-6" N/A HISTORIC 7927'-0 1/2" 7926'-11 5/8" 24'-6" 24'-5 5/8" S79/!/ HEIGHT OVER TOPOGRAPHY 3/16"= 1'-0" Z 205
5' 10' 20' 40'