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VICINITY MAP
SCALE: V=2000`
SHEET INDEX:
ARCHITECTURAL PLAN SET
OF
MOLLY GIBBON LODGE PLANNED DEVELOPMENT AND SUBDIVISION
A PARCEL OF LAND SITUATED IN SECTION 12, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M., CITY OF ASPEN, COUNTY OF PITKIN, STATE
OF COLORADO
LOTS 1 AND 2, MOLLY GIBBON LODGE PLANNED DEVELOPMENT AND SUBDIVISION
ACCORDING TO THE FINAL PLAT THEREOF RECORDED �I - oZ I� I (o IN PLAT BOOK AT PAGE �_ AS RECEPTION
No.�B�
SHEET 0
TITLE SHEET
SHEET -
19
AL -201,
OVERALL ELEVATIONS (LOT 1)
SHEET -
1
LANDSCAPE PERFORMANCE GUARANTEE EXHIBIT
SHEET-
20
AL -202,
OVERALL ELEVATIONS (LOT 1)
SHEET -
2
STORMWATER INFRASTRUCTURE PERFORMANCE GUARANTEE EXHIBIT
SHEET -
21
AL -203,
MATERIALS (LOT 1)
SHEET -
3
PUBLIC FACILITIES & INFRASTRUCTURE PERFORMANCE GUARANTEE EXHIBIT
SHEET -22
AL -300,
OVERALL BUILDING SECTIONS (LOT 1)
SHEET -
4
CONCEPTUAL GRADING PLAN LOT 1
SHEET -23
AL -301,
OVERALL BUILDING SECTIONS (LOT 1)
SHEET -
5
CONCEPTUAL DRAINAGE & WATER QUALITY PLAN (LOT 1)
SHEET -24
AR -100.0, COVER SHEET (LOT 2)
SHEET -
6
CONCEPTUAL GRADING PLAN LOT 2
SHEET -25
AR -100.1,
RESIDENTIAL SITE PLAN (LOT 2)
SHEET- 7
CONCEPTUAL DRAINAGE & WATER QUALITY PLAN (LOT 2)
SHEET -
26
AR -110,
LOWER LEVEL (LOT 2)
SHEET -
8
PROPOSED TREE PLANTING (LOT 1)
SHEET -27
AR -111,
MAIN LEVEL (LOT 2)
SHEET -
9
PROPOSED TREE PLANTING (LOT 2)
SHEET -28
AR -112,
UPPER LEVEL (LOT 2)
SHEET -
10
AL -100.0, COVER SHEET (LOT 1)
SHEET -29
AR -113,
ROOF PLAN
SHEET -
11
AL100.11 SITE PLAN (LOT 1)
SHEET -30
AR -200,
RESIDENTIAL STREET ELEVATIONS (LOT -2)
SHEET -
12
AL -100.2, SITE SECTIONS (LOT 1)
SHEET -
31
AR -210,
RESIDENTIAL ELEVATIONS (LOT 2)
SHEET -
13
AL -110, LOWER LEVEL FLOOR PLAN LOT 1
SHEET -32
AR -211,
RESIDENTIAL ELEVATIONS (LOT 2)
SHEET -
14
AL -111, MAIN LEVEL FLOOR PLAN (LOT 1)
SHEET-
33
AR -212,
RESIDENTIAL ELEVATIONS (LOT 2)
SHEET -
15
AL -112, SECOND LEVEL FLOOR PLAN (LOT 1)
SHEET-
34
AR -213,
RESIDENTIAL ELEVATIONS (LOT 2)
SHEET -
16
AL -113, THIRD LEVEL FLOOR PLAN (LOT 1)
SHEET -35
AR -310,
RESIDENTIAL SECTIONS (LOT 2)
SHEET -
17
AL -114, ROOF PLAN (LOT 1)
SHEET -36
AR -311
RESIDENTIAL SECTIONS (LOT 2)
SHEET -
18
AL -200, OVERALL ELEVATIONS (LOT 1)
SHEET -37
AR -400,
RESIDENTIAL MATERIALS (LOT 2)
20
MAIN STREET
(STATE HWY 82)
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-LA '-ARK LC3T, y I a a a a PA�EL 1 a
iSTORI 125 D MA4�! ST) MPLLY GIBSON L,O_DGE PIJD)
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3000_±sf
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ALLEY BLOCK 59
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GRAPHIC SCALE
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{ IN FEET)
1 Inch= 20 ft.
so
HOPKINS AVENUE
PROPERTY
BOUNDARY
ti
VICINITY MAP
SCALE: 1" = 1,000'
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 BUILDINGS HAVE BEEN REMOVED IN -FULL AND ROUGH GRADING IS IN APPROPRIATE CONDITION TO
RECEIVE TOPSOIL.
2. OFF-SITE STABILIZATION IS NOT INCLUDED IN THIS GUARANTEE. PLEASE REFER TO PUBLIC FACILITIES AND PUBLIC
INFRASTRUCTURE GUARANTEE AND STORMWATER AND DRAINAGE GUARANTEE FOR ADDITIONAL INFORMATION.
ONSITE TOPSOIL, GRASS SEED AND TEMPORARY IRRIGATION
ONSITE LANDSCAPING PERFORMANCE GUARANTEE
LAN DSCAPING
ITEM QUANTITY1 UNIT I UNIT COST
COST
6" TOPSOIL 500 1 CY $ 35.00
$ 17,500.00
GRASS SEED & TEMPORARY IRRIGATION! 27,002 SF $ 1.50
$ 40,503.00
TOTAL
$ 58,003.00
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DATE: 11-3-15
JOB NO.
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SHEET
EXHIBIT
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DATE: 11-3-15
JOB NO.
15086
SHEET
EXHIBIT
MAIN STREET
(STATE HWY 82)
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AREA INLET
WITHIN
LANDSCAPING
AREA
AREA INLET W/ 4"
LATER DRAIN
I AREA INLET W/ 4"
i LATER DRAIN
I
12 HDPE/PVCI AREA INLET W/ 4"
STORM PIPE LATERAL DRAIN
IAREA INLET W/ 4"
LATER DRAIN
4" PVC SOLID
UNDERDRAIN
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
4" PVC
PERFORATED I
UNDERDRAIN
SLOT DRAIN
PARCEL1
(MOLLY GIBSON LODGE PUD)
15,000 sf
ROOF DRAIN ROUTED TO
WATER QUALITY DRYWELL
ALLEY BLOCK 59
W/ CLEANOUT
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UNDERDRAIN
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4" PVC SOLID
UNDERDRAIN
i
- 4" PVC
PERFORATED
UNDERDRAIN IA W/ CLEANOUT
PARCEL2
ILLY GIBSON LODGE PUD) n
9,002 sf I
4" PVC SOLID
UNDERDRAIN n1
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IA
In
�A
HOPKINS AVENUE
PROPERTY
BOUNDARY
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
— 4" PVC
PERFORATED
UNDERDRAIN
W/ CLEANOUT
PROPERTY
BOUNDARY
GRAPHIC SCALE
20 0 10 20 40
( IN FEET)
1 inch = 20 ft.
80
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EXISTING 36" I
STORM PIPE
# i-
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REMOVE EXISTING SHALLQ
INLET'AND REPLACE WITH
VALLEY PAN INLET
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15 RCP
EEI
PROPOSED MANHOLE OVER
EXISTING 36" STORM PIPE
AND INSTALL VALLEY PAN
G RATEI
VON
VICINITY MAP
SCALE: 1" = 1,000'
LEGEND
PROPOSED STORM SEWER
Q PROPOSED CONCRETE
PROPOSED ASPHALT
w PROPOSED WATER QUALITY BIO -RETENTION CELL
" PROPOSED WATER QUALITY PERMEABLE PAVERS
-- EXISTING PROPERTY LINE
STORMWATER INFRASTRUCTURE PERFORMANCE GUARANTEE
ITEM
I QUANTITY
Ij
UNIT COST
EXHIBIT
COST
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EXISTING 36" I
STORM PIPE
# i-
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REMOVE EXISTING SHALLQ
INLET'AND REPLACE WITH
VALLEY PAN INLET
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EEI
PROPOSED MANHOLE OVER
EXISTING 36" STORM PIPE
AND INSTALL VALLEY PAN
G RATEI
VON
VICINITY MAP
SCALE: 1" = 1,000'
LEGEND
PROPOSED STORM SEWER
Q PROPOSED CONCRETE
PROPOSED ASPHALT
w PROPOSED WATER QUALITY BIO -RETENTION CELL
" PROPOSED WATER QUALITY PERMEABLE PAVERS
-- EXISTING PROPERTY LINE
STORMWATER INFRASTRUCTURE PERFORMANCE GUARANTEE
ITEM
I QUANTITY
JUNITI
UNIT COST
EXHIBIT
COST
OFFSITE (ROW) DRAINAGE IMPROVEMENTS
15" RCP
50
LF
$
95.00
$
4,750.00
VALLEY PAN INLET
2
EA
$
3,000.00
$
6,000.00
INLET STRUCTURE
( 1
EA
$
4,500.00
$
4,500.00
5 -FT DIA. MANHOLE
! 1
EA
$
5,500.00
$
5,500.00
CONNECTION TO EX. MANHOLE
1
1 EA
1 $
3,000.00
$
3,000.00
ONSITE DRAINAGE IMPROVEMENTS
ITEM
QUANTITY
UNIT
UNIT COST
COST
4" PVC SDR 35 DRAIN PIPE
240
LF
$
30.00
$
7,200.00
6" PVC SDR 35 DRAIN PIPE
40
LF
$
45.00
$
1,800.00
12" PVC/HDPE SDR 35 DRAIN PIPE
385
LF
$
55.00
$
21,175.00
ADA SLOT DRAIN
40
LF
$
90.00
$
3,600.00
AREA INLET
6
EA
$
1,200.00
$
7,200.00
WATER QUALITY DRY WELL STRUCTURE
1
EA
$
10,000.00
$
10,000.00
UNDERDRAIN INFILTRATION DRY WELL STRUCTURE
1
EA
$
7,000.00
$
7,000.00
SIO -RETENTION AREA W/ GEOMEMBRANE LINER
143
SF
$
35.00
$
5,005.00
4" UNDERDRAIN PIPE FOR BIORETENTION
24
LF
$
30.00
$
720.00
PERMEABLE PAVERS
6,285
SF
$
25.00
$
157,125.00
CONNECTION TO CITY STORM SYSTEM
1
EA
$
2,000.00
$
2,000.00
1
L.S.
$
8,500.00
$
8,500.00
.MOBILIZATION
TRAFFIC CONTROL
1
L.S.
$
8,500.00
$
81500.00
CONSTRUCTION SURVEYS, OBSERVATION. TESTING & AS-BUILTS
1
L.S.
$
17,000.00
$
17,000.00
TOTAL
$280,575.00
E �
NOTES:
1. THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION, WHERE INFORMATION ILLUSTRATED HEREIN AND APPROVED
k BUILDING PERMIT PLANS DIFFER, THE APPROVED BUILDING PERMIT PLANS SHALL RULE.
I 2. FINAL SIZING OF ALL STORMWATER MITIGATION INFRASTRUCTURE ILLUSTRATED HEREIN SHALL BE PROVIDED IN
SUPPORT OF FUTURE BUILDING PERMIT APPLICATION AND COMPLY WITH THE CRITERIA AS OUTLINED WITHIN THE
CITY OF ASPEN'S URBAN RUNOFF MANAGEMENT PLAN.
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DATE: 06-27-16
JOB NO.
15086
SHEET
EXHIBIT
�4"PVC SOLID
UNDERDRAIN
ALLEY BLOCK 59
HOPKINS AVENUE
MAIN STREET
(STATE HWY 82)
4" PVC SOLID
UNDERDRAIN
e
4" PVC
PERFORATED
UNDERDRAIN '
W/ CLEANOUT
PROPERTY
BOUNDARY
VICINITY MAP
SCALE: 1" = 1,000'
LEGEND
PROPOSED STORM SEWER
PROPOSED CONCRETE
PROPOSED ASPHALT
PROPOSED TEMPORARY SEEDING & IRRIGATION
-- EXISTING PROPERTY LINE
PUBLIC FACILITIES & INFRASTRUCTURE PERFORMANCE GUARANTEE
ITEM
QUANTITY
UNIT
UNIT COST
COST
CLASS 6 AGGREGATE BASE COURSE (6" UNDER ALL ASPHALT AND
SIDEWALK PAVEMENTS)
165
C.Y.
$
55.00 $
9,075.00
HANDICAP RAMPS
1
EA.
$
3,000.00 1 $
3,000.00
TRUNCATED DOMES
16
S. F.
$
50.00 $
800.00
CONCRETE SIDEWALKS
3,070
S.F.
$
14.00 $
42,980.00
TYPE A CATCH CURB
200
L.F.
$
42.00 $
8,400.00
TYPE B SPILL CURB
100
L.F.
$
40.00 ' $
4,000.00
T CONCRETE DRAIN PAN
1051
LF.
$
45.00 I $
4,725.00
5" DEPTH HOT MIX ASPHALT
1,8551
SF
$
11.00 I $
20,405.00
PERMEABLE PAVERS
2051
SF
$
25.00 $
5,125.00
LANDSCAPING FEATURE SITTING WALL
175'
LF
$
100.00 1 $
17,500.00
TREES WITHIN RIGHT-OF-WAY (26 TOTAL VARYING SIZES AND SPECIE
1
LS
$
29,300.00 1 $
29,300.00
SEEDING AND TEMPORARY IRRIGATION
3,100
S.F.
$
1.50 '' $
4,650.00
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SUB -TOTAL ' $
149,960.00
MOBILIZATION
11
L.S.
$
6,000.00 ! $
6,000.00
TRAFFIC CONTROL
11
L.S.
$
6,000.00 $
6,000.00
CONSTRUCTION SURVEYS, OBSERVATION, TESTING & AS-BUILTS
1
L.S.
$
9,500.00 = $
9,500.00
TOTAL $
171,460.00
NOTES:
1. THESE PLANS ARE CONCEPTUAL OR ILLUSTRATIVE IN NATURE. PRECISE INFORMATION SHALL BE PROVIDED AS
PART OF THE BUILDING PERMIT APPLICATION. WHERE INFORMATION ILLUSTRATED HEREIN AND APPROVED
BUILDING PERMIT PLANS DIFFER, THE APPROVED BUILDING PERMIT PLANS SHALL RULE.
2. ALL WORK WITHIN THE CITY'S RIGHT-OF-WAY SHALL BE PERFORMED IN ACCORDANCE WITH THE CITY'S
ENGINEERING DESIGN STANDARDS AND CONSTRUCTION & EXCAVATION STANDARDS.
20
GRAPHIC SCALE
10 20 40
( IN FEET )
1 inch = 20 ft.
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DATE: 06-27-16
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JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
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JOB NO. 15086
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BEFORE YOU DIG, GRADE, OR EXCAVATE
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DATE: 06-27-16
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JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
SHEET EXHIBIT
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DATE: 06-27-16
Call before you dig.
JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
SHEET EXHIBIT
TOW:7894.08'-
FG:7891.86'
SPOT ELEVATION LEGEND
BOW = BOTTOM OF WALL
EX = EXISTING GRADE
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
RP = HIGH POINT
MATCH EX = MATCH EXISTING
RIM = RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
TOP = TOP OF PAVERS
TOW = TOP OF WALL
DRAINAGE DIRECTION/SLOPE 2.0%
�xxx:xxx.xx`
SPOT ELEVATION
TOC:7900.00'
EXAMPLE: TOP OF CONCRETE @ 7900.00` = -opt,,,
BASIS OF ELEVATION
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".
ALLEY BLOCK 590.9%
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TBC:7892.9'± -7 XSO - ' ~ x0 EX4STiN
TOC:7 92:98' X50 _
FL:7892.29'
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GRAPHIC SCALE
10 0 5 10 20
( IN FEET)
1 inch = 10 ft.
40
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CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
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DATE: 04-11-16
PROPOSED CONTOUR
7900
PROPOSED CONTOUR INTERVAL
- -- _-
PROPOSED STORM SEWER
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PROPOSED UNDERDRAIN
PROPOSED DRY WELL
PROPOSED TRENCH DRAIN
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PROPOSED STORM INLET
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PROPOSED CONCRETE
PROPOSED PERMEABLE PAVEMENT (PP)
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PROPOSED GRASS PAVER (GP)
EXISTING PROPERTY LINE
- -
_._..........._....- -__. _.... ------ _._ ____
EXISTING CONTOUR
- —7900— —
EXISTING CONTOUR INTERVAL
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EXISTING WATER LINE
- --ss
EXISTING SANITARY SEWER LINE
- - - - -- -
EXISTING UNDERGROUND ELECTRIC
EXISTING GAS
-- - T -
EXISTING TELEPHONE
-
EXISTING WOOD FENCE
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EXISTING CABLE
xS0 XSD
EXISTING STORM SEWER
Do
EXISTING STORM MANHOLE
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EXISTING IRRIGATION VALVE BOX
�G
EXISTING WATER SHUTOFF
EXISTING GAS METER
�E
EXISTING ELECTRIC PANEL
[
EXISTING ELECTRIC METER
EXISTING ELECTRIC OUTLET
1711
EXISTING TELEPHONE PEDESTAL
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EXISTING CAN PEDESTAL
EXISTING LANDSCAPE LIGHT
t
EXISTING LIGHT POLE
-�-
EXISTING SIGN
GRAPHIC SCALE
10 0 5 10 20
( IN FEET)
1 inch = 10 ft.
40
Know what's below.
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CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
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DATE: 04-11-16
JOB NO.
15086
SHEET
C1
a
MAIN STREET
� X
m
I
t„
x
XSD
m
DRAINAGE PLAN LEGEND
PROPOSED CONTOUR
7900
PROPOSED CONTOUR INTERVAL
> > > >
PROPOSED SWALE OR DITCH
PROPOSED STORM SEWER
. - =
PROPOSED UNDERDRAIN
PROPOSED FLOW DIRECTION
PROPOSED DRY WELL
PROPOSED TRENCH DRAIN
PROPOSED STORM INLET
PROPOSED CONCRETE
PROPOSED PERMEABLE PAVEMENT (PP)
- - F - —
PROPOSED GRASS PAVER (GP)
EXISTING PROPERTY LINE
- -
EXISTING CONTOUR
— _7900—
EXISTING CONTOUR INTERVAL
_.-_-_--.W
EXISTING WATER LINE
- --SS
EXISTING SANITARY SEWER LINE
UE —
EXISTING UNDERGROUND ELECTRIC
-- --
EXISTING GAS
- ;
--- EXISTING TELEPHONE
--- -� -- - ----
EXISTING WOOD FENCE
_C,v___ ____--_
EXISTING CABLE
XSO XSD
EXISTING STORM SEWER
ODD
EXISTING STORM MANHOLE
EXISTING IRRIGATION VALVE BOX
�C
EXISTING WATER SHUTOFF
I
EXISTING GAS METER
LE,
EXISTING ELECTRIC PANEL
EI
EXISTING ELECTRIC METER
EXISTING ELECTRIC OUTLET
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LANDSCAPE LIGHT
EXISTING LIGHT POLE
-� -
EXISTING SIGN
BASIS OF ELEVATION
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".
NOTES:
1. PROPOSED CONTOURS AT 1' INTERVALS.
2. EXISTING CONTOURS AT 0.5' INTERVALS AND SURVEY PROVIDED BY OTHERS.
3. ALL PERMEABLE PAVEMENT AND/OR BIORETENTION CELL AREAS PROPOSED
WITHIN 10' OF BUILDING WILL REQUIRE UNDERDRAIN SYSTEM.
4. ALL STORMWATER INFRASTRUCTURE AND WATER QUALITY TREATMENT
FACILITIES OUTLINED HEREIN ARE CONSIDERED CONCEPTUAL. FINAL DESIGN
TO INCLUDE; LOCATIONS, LIMITS, DEPTHS, ROUTING, SIZES AND TECHNIQUES
TO BE VERIFIED PRIOR TO ANY BUILDING PERMIT APPLICATION.
GRAPHIC SCALE
10 0 5 10 20
40
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W
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( IN FEET ) Know what's below. DATE: 04-11-16
1 inch - io ft. Cal before you dig.
JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND SHEET C2
1�1 ALLEY BLOCK 59
PERMEABLE PAVERS
�.--
( (TYPICAL) J
MATGkI EX 7893.9'±
MATCH EX:7893.1'±
/- /
WATER QUALITY TREATMENT I -
BIO -RETENTION CECC
OVERFLOW TOWARDS ALLEY
FG:7894.08' --
FL:7894.2
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RECTANGULAR SWALE
H P:7895.
f �
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:7894.15'
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
FG:7895.24'
ROOF
OVERHANG
`- RAISED WINDOW
WELL EDGE
-FG:7896.00'
-FG:7895.50'
TOC:7894.30'
FL:7893.8V
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GRASS SWALE
FFE:7894.50'
FG:789A
TOC:7894.36'
6" DEEP
(1HASE
TOC:78!
FL:78$
t
BURIED UNDERDRAIN�
INFILTRATION DRYWELL"-� }
WITH INSPECTION PORT I � � --'
1
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MATCH EX:7895.3'±
TIE INTO EXISTING CONCRETE j 4 TOC:7895 46pf_ s } a dPR07E
1 2 - �Z .y - f r
REMOVE EXISTING PAVERS
1 ,o
EXISTING PAVERS TO REMAIN -
PERMEABLE PAVERS
(TYPICAL) I I
MATCH EX:7892.2f }
MATCH EX:7892.6'±
LFL:7892.73'
ROOF
OVERHANG FG:7894.
�4
TOW 71
-7894
TI1V�G TREE, --
4e A.
L.� FG:7894.50'
FG:7893.96'I
L
7900
PROPOSED CONTOUR INTERVAL
-
-FL:7893.421.4%
J
PROPOSED UNDERDRAIN
FL:7892.99'
< T0�{7894.23' <
-
L:7893.73'
).4
TOW:7895.30'_/,
Cl)
BOW:7893.98'_ _ 3�
z
Q
of
h
J
PROPOSED GRASS PAVER (GP)
L7
1
--
- - - - - - - -
o
P d S SIDEWALK
EXISTING CONTOUR INTERVAL
------- -- W ---------- ---
EXISTING WATER LINE
--- .ss --
EXISTING SANITARY SEWER LINE
- ------ -"-- ---- .:: -- --
EXISTING UNDERGROUND ELECTRIC
. -........... r.__ _-.._----.-____
FG:7894.36'-,,�
---- ------r -------- --
EXISTING TELEPHONE
v
EXISTING WOOD FENCE
- ------ --
- -rr ----
EXISTING CABLE
------"-- XS0 xsD
EXISTING STORM SEWER
COO
RAISED WINDOW
IB
A
WELL EDGE
EXISTING GAS METER
E:
EXISTING ELECTRIC PANEL
EXISTING ELECTRIC METER
EXISTING ELECTRIC OUTLET
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LANDSCAPE LIGHT
x
EXISTING LIGHT POLE
-
EXISTING SIGN
1 A
�4
TOW 71
-7894
TI1V�G TREE, --
4e A.
L.� FG:7894.50'
FG:7893.96'I
L
7900
PROPOSED CONTOUR INTERVAL
-
-FL:7893.421.4%
J
PROPOSED UNDERDRAIN
O
< T0�{7894.23' <
-
L:7893.73'
).4
TOW:7895.30'_/,
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BOW:7893.98'_ _ 3�
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h
J
PROPOSED GRASS PAVER (GP)
L7
EXISTING PROPERTY LINE
--
- - - - - - - -
o
P d S SIDEWALK
EXISTING CONTOUR INTERVAL
------- -- W ---------- ---
r
PROPOSED SINGLE
PHASE TRANSFORMER,
VAULT AND PAD
GRASS PAVERS
(TYP)
MATCH EX:7891.5'±
TOC:7892.89'
--TOC:7892.89'
75'
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
F L:7893.34'
FG:7893.71'
�- EXISTING CONCRETE
WALL TO REMAIN
GRASS SWALE
FL:7893.80'
FG:7894.16'
E894.50' �/ A i FG:7895.15'
HP:7894.26'
TOC:7894.,36`
A6" DEEP CnONC. ? tO
CHASE �1 \ BOW:7894.35'
TOC:7894.28' V, TOW:7895.16'
FL:7893.78
PROPOSED LANDSCAPE WALL
(TYPICAL)
t �
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4 LANDSCAPEe:BLIFFER
�ATCH EXISTING\MATCH EXIS'Tll\ �`T ��895 28' ` ` `j
TBi�7895.20' TBC:7895.21' 95.18' o
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TBC 7895 0
i
BASIS OF ELEVATION
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".
SPOT ELEVATION LEGEND
BOW = BOTTOM OF WALL
EX = EXISTING GRADE
FFE = FINISHED FLOOR ELEVATION
FG = FINISHED GRADE
FL = FLOW LINE
HP = HIGH POINT
MATCH EX = MATCH EXISTING
RIM = RIM ELEVATION
TBC = TOP BACK OF CURB
TOC = TOP OF CONCRETE
TOP = TOP OF PAVERS
TOW = TOP OF WALL
DRAINAGE DIRECTION/SLOPE - .0%
XXX:XXX.XX'
SPOT ELEVATION
TOC-.7900.00'EXAMPLE: TOP OF CONCRETE @ 7900.00'= -�=�_
- BOW:7894.26'
Thw:7895.05'
-� TOC:7894.82'
a_._. MATCH EX:7894.4'±
(ISTING TREE
d 4'd_ �4 : ° TIE INTO EXISTING CONCRETE
REMOVE EXISTING CONCRETE
d. 6
4.84',`�' MATCH EXISTING
"
EXISTING _ �v�CH EXISTING TBC:7894.47'
4.69' K:7894.57`
G,6� VERTICAL CURB i GUTTER
IjA1
GRADING LEGEND
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
a
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LU m
LU m w
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7900
PROPOSED CONTOUR INTERVAL
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PROPOSED STORM SEWER
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PROPOSED UNDERDRAIN
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PROPOSED DRY WELL
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PROPOSED TRENCH DRAIN
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PROPOSED STORM INLET
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PROPOSED CONCRETE
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PROPOSED GRASS PAVER (GP)
L7
EXISTING PROPERTY LINE
--
- - - - - - - -
EXISTING CONTOUR (0.5' INTERVAL)
--------- -"----7900 -- -
EXISTING CONTOUR INTERVAL
------- -- W ---------- ---
EXISTING WATER LINE
--- .ss --
EXISTING SANITARY SEWER LINE
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EXISTING UNDERGROUND ELECTRIC
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EXISTING GAS
---- ------r -------- --
EXISTING TELEPHONE
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EXISTING WOOD FENCE
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EXISTING CABLE
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EXISTING STORM SEWER
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EXISTING STORM MANHOLE
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EXISTING IRRIGATION VALVE BOX
EXISTING WATER SHUTOFF
EXISTING GAS METER
E:
EXISTING ELECTRIC PANEL
EXISTING ELECTRIC METER
EXISTING ELECTRIC OUTLET
EXISTING TELEPHONE PEDESTAL
EXISTING CATV PEDESTAL
EXISTING LANDSCAPE LIGHT
x
EXISTING LIGHT POLE
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EXISTING SIGN
GRAPHIC SCALE
10 0 5 10 20
( IN FEET )
1 inch = 10 ft.
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Cal I before you dig.
CALL 2 -BUSINESS DAYS IN ADVANCE
W
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FOR THE MARKING OF UNDERGROUND
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Know what's below.
Cal I before you dig.
CALL 2 -BUSINESS DAYS IN ADVANCE
DATE: 04-11-16
JOB NO. 15086
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKING OF UNDERGROUND
SHEET C3
t
y % ALLEY BLOCK 59PIPE INV:7890.66'
CLEANOUT; 7892.88'
PERMEABLE PAVERS
PIPE INV: 7890.60'
'
(TYPICAL) PIPE INV:7890. 59'
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'`F- 4" PVC SOLID UNTDRAIN \ PIPE INV:7890.60'
PIPE INV:78'-
PIPE INV:789,
WATER QUALITY TREATh
BIO -RETENTION
OVERFLOW TOWARDS E
CLEANOUT: 7894.08'
PIPE INV: 7892.16'
GRASS SWALE
RECTANGULAR SWALE
19
Aa
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7
4" PVC PERFORATED LT UNDERDRAIN W/ CLEANOUT
WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
ROOF
OVERHANG GRASS SWALE
RAISED WINDOW
WELL EDGE
6" DEEP CON(
CHASE
i"
a
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PERMEABLE PAVERS '� PHASE TRANSFORMER,
(TYPICAL) VAULT AND PAD
GRASS PAVERS If
(TYP)
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UNDERDRAIN
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j PIPE INV: 7890.83'
ROOF
OVERHANG
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RAISED WINDOW
WELL EDGE
--
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INFILTRATION DRYWELL 7 789
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xi
PIPE INV:7890.78'
PIPE INV:7890.80'
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UNDERDRAIN
W/ CLEANOUT
- WATER QUALITY TREATMENT
BIO -RETENTION CELL
OVERFLOW TOWARDS ALLEY
EXISTING CONCRETE
WALL TO REMAIN
GRASS SWALE
REMOVE EXISTING PAVERS y- �� / y. - o TIE INTO EXISTING CONCRETE
aP
--------- � _ � PROPOSED 5' ,
,
TO REMAIN t-``�` ER } "I REMOVE EXISTING CONCRETE
e
EXISTING PAVERS, �, LANDSCAPE BUFF- ,
1
GRAPHIC SCALE
10 0 5 10 20
( IN FEET)
1 inch = 10 ft.
40
lam,
EXi'STING.6 VERTICAL CURB "J& UTTER
DRAINAGE PLAN LEGEND
PROPOSED CONTOUR
7900
PROPOSED CONTOUR INTERVAL
PROPOSED SWALE OR DITCH
PROPOSED STORM SEWER
J
PROPOSED UNDERDRAIN
PIPE INV 7890.22'
PIPE INV:7890.14' _
PROPOSED FLOW DIRECTION
J�v
"6"
i
s� f
PROPOSED TRENCH DRAIN
PROPOSED STORM INLET
DEEP CONIC.
V
PROPOSED CONCRETE
:4 l' CHASE
---� -,--- -;- -s---
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PROPOSED GRASS PAVER (GP)
W
to
EXISTING PROPERTY LINE
--
EXISTING CONTOUR
- -- - -7900 --
-- EXISTING CONTOUR INTERVAL
--- W
EXISTING WATER LINE
CK
EXISTING SANITARY SEWER LINE
--- - UE --- ---- ----
EXISTING UNDERGROUND ELECTRIC
-----------------
PROPOSED LANDSCAPE WALL
�
EXISTING TELEPHONE
-- ------ - - -
(TYPICAL)
,
------- _----- ___CTV
- EXISTING CABLE
XSD XSD
t
OD
EXISTING STORM MANHOLE
3
EXISTING IRRIGATION VALVE BOX
�>a
EXISTING WATER SHUTOFF
Imo'
EXISTING GAS METER
E.
EXISTING ELECTRIC PANEL
E,
EXISTING ELECTRIC METER
91
EXISTING ELECTRIC OUTLET
I
EXISTING TELEPHONE PEDESTAL
C❑
EXISTING CATV PEDESTAL
r)
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EXISTING LIGHT POLE
_.--
EXISTING SIGN
4
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EXISTING TREE
0
0
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aP
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,
TO REMAIN t-``�` ER } "I REMOVE EXISTING CONCRETE
e
EXISTING PAVERS, �, LANDSCAPE BUFF- ,
1
GRAPHIC SCALE
10 0 5 10 20
( IN FEET)
1 inch = 10 ft.
40
lam,
EXi'STING.6 VERTICAL CURB "J& UTTER
DRAINAGE PLAN LEGEND
NOTES.
1. PROPOSED CONTOURS AT 1' INTERVALS.
2. EXISTING CONTOURS AT 0.5' INTERVALS AND SURVEY PROVIDED BY OTHERS.
3. ALL PERMEABLE PAVEMENT AND/OR BIORETENTION CELL AREAS PROPOSED
WITHIN 10' OF BUILDING WILL REQUIRE UNDERDRAIN SYSTEM.
4. ALL STORMWATER INFRASTRUCTURE AND WATER QUALITY TREATMENT
FACILITIES OUTLINED HEREIN ARE CONSIDERED CONCEPTUAL. FINAL DESIGN
TO INCLUDE; LOCATIONS, LIMITS, DEPTHS, ROUTING, SIZES AND TECHNIQUES
TO BE VERIFIED PRIOR TO ANY BUILDING PERMIT APPLICATION.
BASIS OF ELEVATION
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".
TOPSOIL MIX W/ PROPER
COMPACTION OR SOD
MATERIAL
TYPICAL GRASS SWALE SECTION
(NOT TO SCALE)
VERTICAL CURB WALL WINDOW WELLEDGE
IF REQUIRED.
4" MIN. 6„
6" min. SAND, COMPOST, r
TOPSOIL MIX W/ PROPER
COMPACTION OR SOD
MATERIAL
RECTANGULAR SWALE SECTION
(NOT TO SCALE)
LU
a
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w
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PROPOSED CONTOUR
7900
PROPOSED CONTOUR INTERVAL
PROPOSED SWALE OR DITCH
PROPOSED STORM SEWER
J
PROPOSED UNDERDRAIN
PROPOSED FLOW DIRECTION
PROPOSED DRY WELL
PROPOSED TRENCH DRAIN
PROPOSED STORM INLET
s
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PROPOSED CONCRETE
PROPOSED PERMEABLE PAVEMENT (PP)
---� -,--- -;- -s---
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to
EXISTING PROPERTY LINE
--
EXISTING CONTOUR
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-- EXISTING CONTOUR INTERVAL
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EXISTING SANITARY SEWER LINE
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EXISTING LANDSCAPE LIGHT
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EXISTING SIGN
NOTES.
1. PROPOSED CONTOURS AT 1' INTERVALS.
2. EXISTING CONTOURS AT 0.5' INTERVALS AND SURVEY PROVIDED BY OTHERS.
3. ALL PERMEABLE PAVEMENT AND/OR BIORETENTION CELL AREAS PROPOSED
WITHIN 10' OF BUILDING WILL REQUIRE UNDERDRAIN SYSTEM.
4. ALL STORMWATER INFRASTRUCTURE AND WATER QUALITY TREATMENT
FACILITIES OUTLINED HEREIN ARE CONSIDERED CONCEPTUAL. FINAL DESIGN
TO INCLUDE; LOCATIONS, LIMITS, DEPTHS, ROUTING, SIZES AND TECHNIQUES
TO BE VERIFIED PRIOR TO ANY BUILDING PERMIT APPLICATION.
BASIS OF ELEVATION
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".
TOPSOIL MIX W/ PROPER
COMPACTION OR SOD
MATERIAL
TYPICAL GRASS SWALE SECTION
(NOT TO SCALE)
VERTICAL CURB WALL WINDOW WELLEDGE
IF REQUIRED.
4" MIN. 6„
6" min. SAND, COMPOST, r
TOPSOIL MIX W/ PROPER
COMPACTION OR SOD
MATERIAL
RECTANGULAR SWALE SECTION
(NOT TO SCALE)
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Cal I before you dig. JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKINGOF UNDERGROUND SHEET C4
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Know what's below. DATE: 04-11-16
Cal I before you dig. JOB NO. 15086
CALL 2 -BUSINESS DAYS IN ADVANCE
BEFORE YOU DIG, GRADE, OR EXCAVATE
FOR THE MARKINGOF UNDERGROUND SHEET C4
9) \ -
YWN \ I C) A 11
48"X3(
AFFORDABLI
BRICK AND WRQ
RELOCATED FI
V
MAIN ST.
FOR PLANNING PURPOSES ONLY
NOT FOR CONSTRUCTION
I STAN CLAUSON ASSOCIATES INC
landscape architecture. planning. resort design
412 North Plitt Street Aspera, Colorado &611
t-970/925-2323 f -970/920-i628
info@scaplanning.com ww .scaptanningxor
STAID CLAUSON ASSOCIATES, INC 2015
Tree Schedule
Symbol Common Name
0 Crimson King Norway Maple
0 Hot Wings Maple
Crataegus crus-galli inermis
Spring Snow Crabapple
0 Narrowleaf Cottonwood
X Swedish Aspen
• American Linden
Nannyberry Viburnum
Latin Name Size Quantity
Acer platanoides'Crimson King' 3" CAL. 1
Acer tataricum 'Hot Wings' 2.5" CAL. 10
Thornless Cockspur Hawthorn 2.5" CAL. 1
Malus'Spring Snow' 3" CAL. 3
Populus angustifolia 4" CAL. 10
Populus tremula 'Erecta' 3" CAL. 6
Tilia americana 3" CAL. 3
Viburnum lentago 7' Clump 7
TOTAL: 124 CAL. 41 Trees
MOLLY GIBBON LODGE
10 1 WEST MAIN STREET ASPEN, CO 81611
PROPOSED TREE PLANTING
ZEE LAWN TYP.
TECTABLE WARNING PLATE
WIDTH DETACHED CONCRETE
DEWALK
kNDSCAPE ISLANDS
WIDTH CONCRETE SIDEWALK
DECIALTY PAVING TYP.
AIN ENTRANCE
D
U)
0
U)
M
M
OVERED OUTDOOR DINING
CCESSIBLE LOADING ZONE
FFSITE ENHANCED PUBLIC AMENITY
ANDSCAPE AREAS PLANTED WITH
=S TO HAVE A MINIMUM PLANTING
DEPTH OF 30".
ROOF DECK TREE PLANTING
0' 5' 10' 20'
NORTH SCALE: V= 10'-0"
MOLLY GIBSON LODGE LANDSCAPE PLAN
SHEET 1 OF 2
5 April 2016
) V% % �*, \\5 9 )
IZ
FOR PLANNING PURPOSES ONLY
NOT FOR CONSTRUCTION
a
STAN CLAUSON ASSOCIATES Nc
landscape architecture. planning, resort design
412 North Mill Street Aspen, Colorado 86x
.970/925-2323 f970/92 -162
infoscaplannin.corn wwv.scaplannin,corr
C STAN CLAUSON ASSOCIATES, INC 2015
Trees
Symbol
0
0
0
X
0
TOTAL:
Common Name
Latin Name
Size
Quantity
Hot Wings Maple
Acer tataricum 'Hot Wings'
2.5" CAL.
4
Crataegus crus-galli inermis
Thornless Cockspur Hawthorn
2.5" CAL.
2
Spring Snow Crabapple
Malus 'Spring Snow'
3" CAL.
2
Narrowleaf Cottonwood
Populus angustifolia
4" CAL.
2
Swedish Aspen
Populus tremula `Erecta'
3" CAL.
5
American Linden
Tilia americana
3" CAL.
3
Nannyberry Viburnum
Viburnum lentago
7' Clump
9
71 " CAL.
27 Trees
HOPKINS RESIDENTIAL
101 WEST MAIN STREET ASPEN, CO 81611
PROPOSED TREE PLANTING
3
\VER
SPECIALTY
FLOW LINE
tY
2 SPECIALTY
4RDEN TYP.
E TO REMAIN TYP.
kLL TYP.
4CHED
DEWALK
'IE INTO EXISTING
SIDEWALK REFER TO CIVIL
'LANS FOR ADDITIONAL
VFORMATION
0' 5' 10' 20'
NORTH SCALE: V= 10'-0"
HOPKINS RESIDENTIAL LANDSCAPE PLAN
SHEET 2 OF 2
5 April 2016
MOLLY GIBBON LODGE
MGL Exhibit A — Appr ve4 MomsionA Requirement
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ARCHITECTURAL SHEET INDEX
AL -100.0
COVER SHEET
AL -100.1
SITE PLAN
AL -100.2
SITE SECTIONS
AL -110
LOWER LEVEL FLOOR PLAN
AL -111
MAIN LEVEL FLOOR PLAN
AL -112
SECOND LEVEL FLOOR PLAN
AL -113
THIRD LEVEL FLOOR PLAN
AL -114
ROOF PLAN
AL -200
OVERALL ELEVATIONS
AL -201
OVERALL ELEVATIONS
AL -202
OVERALL ELEVATIONS
AL -203
MATERIALS
AL -300
OVERALL BUILDING SECTIONS
AL -301
OVERALL BUILDING SECTIONS
AR -100.0
COVER SHEET
AR -100.1
RESIDENTIAL SITE PLAN
AR -110
RESIDENTIAL FLOOR PLANS
AR -111
RESIDENTIAL FLOOR PLANS
AR -112
RESIDENTIAL FLOOR PLANS
AR -113
RESIDENTIAL ROOF PLANS
AR -200
RESIDENTIAL STREET ELEVATIONS
AR -210
RESIDENTIAL ELEVATIONS
AR -211
RESIDENTIAL ELEVATIONS
AR -212
RESIDENTIAL ELEVATIONS
AR -213
RESIDENTIAL ELEVATIONS
AR -310
RESIDENTIAL SECTIONS
AR -311
RESIDENTIAL SECTIONS
AR -400
RESIDENTIAL MATERIALS
F --
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
1401!
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DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
2015-04-27
2015-05-13
2015-05-21
2016-01-14
COVER SHEET
SCALE:
AL -1 00.0
® COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 I www.ccyarchitects.com
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spa
ROOF OVER HANG
AT ENTRY
AND DINING
TERRACE
(D
NORTH
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
2
3
4
DATE
2015- 4 27
2015-05-13
2015-05-21
2016-01-14
ISSUED
0 5. 10. 20'
SCALE: 1 10'-0.
AL -100.1
0 COME CARR YAW ARCHMECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
BUILDING ENVELOPE
PUBLIC AMENITY SPACE
PARKING SPACES
ENCLOSED TRASH AREA
TRANSFORMER &
LANDSCAPE BUFFER AREA
(D
NORTH
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
2
3
4
DATE
2015- 4 27
2015-05-13
2015-05-21
2016-01-14
ISSUED
0 5. 10. 20'
SCALE: 1 10'-0.
AL -100.1
0 COME CARR YAW ARCHMECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
i
N/S Site Section at NW Corner
1/4" = 1'-0°
nd Lev_ — _
110'-0" P
,in Level
100'-O"
N/S Site Section at NE Corner
1/4" = 1'-0"
� 2 1
E/W Site Section at NE Corner
1/4" = 1'-0"
3
I I
E/W Site Section at Entry
1/4" = 1'-0"
second Leve
110'-0"
Main Level
100'-0 �
_Second Level
110 _ '-0
Main Level
100_ '-0"
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
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DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
1
2
3
4
DATE
20150427
2015-0513
20150521
201601-14
ISSUED
SITE SECTIONS
SCALE: 1/4" = 1'-0"
AL -1 00.2
®COTTLE CARRYAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
1 \(***44 � \5 Qcm�
14 13 12 11 10 4 � 7 6 O5 4 3 2 1
1 I 3 2 2
L-301 L-300 AL-301IAL-300/
(D
NORTH
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
201504-27
2 201505-13
3 201505-21
4 201601-14
_ A
0 4' 8' 16'
SCALE: 1/8" = 1'-0"
AL -1 10
® COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
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LODGE ROOM AREA
ACCESSORY LODGE AREA
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O
NORTH
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
2
3
4
DATE
2015-04-27
2015-05-13
2015-05-21
2016-01-14
MAIN ISI LEVEL
FLOOR PLAN
0 4' 81
SCALE: 1/8" = ?'-0"
ISSUED
16'
IAL -1 11
® COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
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DATE:
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ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY:
HISTORY:
ISSUE
1
2
3
4
DATE
20150427
201505-13
201505-21
2016-01 -1 4
SECOND LEVEL
FLOOR PLAN
0 4' 8'
SCALE: 1/8" = 1'-0"
I AL -1 1;
O COTTLE CARR YAW ARCHrrECTS, LTD.
228 Midland Avenue I PO Box 5291 Bi
Colorado 81621
970-927-4925 1 www.ccyarchitects.cc
63K �\s- C� 11
14 13 12 11 1Q 9 3 7 6 5 4 3 2 1
I I I I I I I I I I I I I
13'-3"
13'-3"
13'-3" 13'-3"
13'-3" 13'-3" 13'-3"_ 13'-3"
13'-3" 13'-3"
13'-3"
16'-3"
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ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: J3
HISTORY:
ISSUE
2
3
4
DATE
20150427
2015.05-13
20150521
2016-01-14
THIRD LEVEL
FLOOR PLAN
0 4' 8'
SCALE: 1/8" = 1'-0"
ISSUED
16'
AL -1 13
® COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 I www.ccyarchitects.com
I I I I I I I I I I I I I I
I I I I I I I I I I I I I I
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14 13 12 11 10 9 8 7 6 5 4 3 2 1
NOTE: FINISH FLOOR ELEVATION 100 EQUALS 7891.25'
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NORTH
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
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DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 20150427
2 201505-13
3 201505-21
4 201601-14
I
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0 4' 8'
SCALE: 1/8" = 1'-0"
16'
AL -1 14
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228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
VERTICAL WOOD SIDING
► GLASS GUARD RAIL PANELIZED METAL SIDING
r- — — — — — —
Lower Level i
87' -6" --')"-
MAIN STREET WEST �2
VERTICAL 8" CHANN
EL LAP WOOD SIDING
LODGE - NORTH ELEVATION
1/81, = 1'-0'
� 3
;TOREFRONT WINDOW SYSTEM
VERTICAL WOOD SIDING
E
VERTICAL 8" CHANN
EL LAP WOOD SIDING
LODGE - NORTH ELEVATION
1/81, = 1'-0'
� 3
;TOREFRONT WINDOW SYSTEM
I�, � i 11L ------- UL --i I I - I - I - - - - - ---- - - - -- ------ - -- --- ------- - --- -- -------- - -- 106-o"
- - - - - - - - - - - - - - - - - - - - - - - - -F
- - - - - - - - - - - -
LODGE - EAST ELEVATION
1/8" = 1'-0"
VERTICAL WOOD SIDING
---- --- ----------- --- -----
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- - - - - - - - - - - - - - - - - - - - - - - - -F
- - - - - - - - - - - -
LODGE - EAST ELEVATION
1/8" = 1'-0"
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE AT ISSUED
1 2015-04-27
2 2015.05-13
3 2015-05-21
4 2016-01-14
OVERALL
ELEVATIONS
0 4- a,
SCALE: 1/81, = 11-01,
16'
AL -200
0 COTME CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE AT ISSUED
1 2015-04-27
2 2015.05-13
3 2015-05-21
4 2016-01-14
OVERALL
ELEVATIONS
0 4- a,
SCALE: 1/81, = 11-01,
16'
AL -200
0 COTME CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
1101-01,
SIDEWALK PROFILE (DASHED)
81,
Main Level -4 7892' 1 "
- -------- - - 7891'-7"
VERTICAL WOOD SIDING
GLASS GUARD RAIL PANELIZEP METAL SIDING
— — — — — — — — — — — — — — — — — L
-------------------
Lower Level j
0 II
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----------
- -- --- - - --------- ---- ----- ------ ---------- -- ----
LODGE - NORTH ELEVATION -
WITH TREES
1/8" = V-0" 2
SIDEWALK PROFILE (DASHED)
-4892*411
__Main Level '892' 1 "
-- --------- - - - - --- - 7891'-7"
VERTICAL WOOD SIDING
GLASS GUARD RAIL PANELIZEP METAL SIDING I II
— — — — — — — — — — — — - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — —
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WITHOUT TREES
1/8" = 1'-0'
VERTICAL 8" CHAN[\
11
;TOREFRONT WINDOW SYSTEM
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-04-27
2 2015-05-13
3 2015-05-21
4 201601-14
OVERALL
ELEVATIONS
0 4' 81 16'
SCALE:
AL -201
0 COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
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VERTICAL WOOD SIDING
GLASS GUARD RAIL PANELIZEP METAL SIDING I II
— — — — — — — — — — — — - — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — L — — — — — — — — — — — — — — —
F -L ------------ _______________--I=====__________________________ --------------------- ----------------
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WITHOUT TREES
1/8" = 1'-0'
VERTICAL 8" CHAN[\
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-04-27
2 2015-05-13
3 2015-05-21
4 201601-14
OVERALL
ELEVATIONS
0 4' 81 16'
SCALE:
AL -201
0 COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
046�
"i ARD VIEW I
WINDOWS
- - - - - - - - - - - - ---
PANELIZED METAL SIDING
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Main Level
100t-011
Lower Level
87'-6"
PANELIZED METAL SIDING
VERTICAL 8" CHANNEL LAP WOOD SIDING
PANELIZED 16" X 96"
STOREFRONT WINDOW SYSTEM
U
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-0427
-04-27
2 2015-05-13
3 2015-05-21
4 2016-01-14
OVERALL
ELEVATIONS
0 4' 8' 16'
SCALE: 1/81,
AL -202
0 007rLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
00'Lev
130'-0'�
Third Level
120'-0"
Second Level
1101-01,
LODGE - SOUTH ELEVATION
1/8" = V-0" � 3
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T 77-1"1" 7 71-7 11 1 � � I! 111 ';1 , � � ;
Main Level
100t-011
Lower Level
87'-6"
PANELIZED METAL SIDING
VERTICAL 8" CHANNEL LAP WOOD SIDING
PANELIZED 16" X 96"
STOREFRONT WINDOW SYSTEM
U
Uj
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-0427
-04-27
2 2015-05-13
3 2015-05-21
4 2016-01-14
OVERALL
ELEVATIONS
0 4' 8' 16'
SCALE: 1/81,
AL -202
0 007rLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
\( 5
VERTICAL WOOD SIDING 8" EXPOSURE VERTICAL CHANNEL LAP SIDING
HORIZONTAL PANELIZED METAL SIDING 16" X 96" PANELS
MECHANICAL GRILL AT WINDOW SYSTEM (COLOR TO BE SELECTED)
GLASS GUARD RAIL SYSTEM
FOLDING DOOR SYSTEM
ALUMINUM STOREFRONT WINDOW SYSTEM (FINAL COLOR TO BE SELECTED)
VERTICAL FENCING AT MECHANICAL AREAS (ON ROOF)
U
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I
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DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE I ISSUED
1 2015-04-27
2 2015-05-13
3 2015.05-21
4 2016-01.14 j
MATERIALS
SCALE: 1/2" = V-0"
AL -203
O COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
CAD \( � C5
SECTIONWVERALL - r
Roof Level
_ Third Leve
120'-0"
_ Second Level_ J
Main Leve__
100'-0"
— Lower Level
13 12
14 11 10 � � � 6 � 4 �s
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OVERALL SECTION @ GRID 3 2
1/8" = 1'-0'
2 1
2
AL -310
-----------
-- ® -
Roof L_evel
° 130'-0''
i
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i
k
Third Leve
----- 120'-0„
8
k
8
` Second Leve- I
110'-0"
i
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- - -- - -
100'-0"
k
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9
a Lower L_eve
87'-66
" r
OVERALL LONG SECTION @
CORRIDOR
1/8" = 1'-0'
Roof Leve_ A
130'-0"
Third Level -
120' -0" f
Second Level
110'-0" Ir
Main Level
100'-0"
Lower Level A
87'-6" F
U
w
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 20150427
2 201505-13
3 201505-21
4 201601-14
OVERALL
BUILDING
SECTIONS
0 4' 8'
SCALE:
16'
AL -300
O COTTLE CARR YAW ARCHITECT'S, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
OVERALL SECTION @ ELEVATOR 2
1/8" = 1'-0'
OVERALL SECTION @ WEST
STAIR
1/8" = 1'-0"
Roof Level
136 _67
Third Level
120'-0"
Second Level
110'-0"
Main Level d
100'-0"
Lower Level d
87'-6"
_ Roof Level j
130'-0" r
Third Level
�-
_ Second Leve
110'-0"
Main Leve
100'-0"
Lower Levee
DATE:
JULY 1, 2015
ISSUE:
PROGRESS
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
1
2
3
4
DATE
2015-04-27
2015-05-13
2015-05-21
201601-14
OVERALL
BUILDING
SECTIONS
0 4' 8'
SCALE: 1/8" = 1'-0"
ISSUED
16'
O COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
6 <\\C) 00
MOLLY GIBBON RESIDENCES
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tarda WAce No. 1, Set*$ 7015
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RESIDENTIAL SHEET INDEX
AR -100.0
COVER SHEET
AR -100.1
RESIDENTIAL SITE PLAN
AR -110
RESIDENTIAL FLOOR PLANS
AR -111
RESIDENTIAL FLOOR PLANS
AR -112
RESIDENTIAL FLOOR PLANS
AR -113
RESIDENTIAL ROOF PLANS
AR -200
RESIDENTIAL STREET ELEVATIONS
AR -210
RESIDENTIAL ELEVATIONS
AR -211
RESIDENTIAL ELEVATIONS
AR -212
RESIDENTIAL ELEVATIONS
AR -213
RESIDENTIAL ELEVATIONS
AR -310
RESIDENTIAL SECTIONS
AR -311
RESIDENTIAL SECTIONS
AR -400
RESIDENTIAL MATERIALS
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE (ISSUED
i
1 2015-0427
2 2015-05-13
3 2015-05-21
4 2016-01-14
COVER SHEET
SCALE:
AR -1 00.0
O COTYLE CARR YAW ARCHFECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
_ — — — — — — EDGE OF °AVEMEVT
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HOPKINS
ARCH SITE PLAN - EXISTING
U 1 " = 10'-0"
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METE
EGRES:
BELOW
EGRES:
BELO"
PORCH F
45'-0"
E ALLEY
90'-0"
ARCH SITE PLAN - APPROVED
1 " = 10'-011
HOPKI NS
JTILITY
.00ATION
LIGHTWELL
(PER CODE)
LIGHTWELL
(PER CODE)
ROOF BELOW
RE: LANDSCAPE FOR
EXISTING TREES TO REMAIN
EXISTING GRADE (DASHED)
PROPOSED GRADE,
RE: LANDSCAPE & CIVIL
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-04-27
2 2015 05-13
3 2015-05-21
4 201601-14
RESIDENTIAL SITE
PLAN
0 5' 10'
f � I
SCALE: 1 " = 10'-0"
20'
ARml 0091
O COTYLE CARR YAW ARCHFECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
A
15'- 2 1/2"
B C
7'- 2 1/2"
I I I
D E
F
G
H
9'-6" 14'-83/4"
6'-71/4"
10'-7"
LOWER LEVEL
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- (D
MAIN LEVEL (ARCH ELEV) 0'-0" = CIVIL. ELEVATION 7894'-6" NORTH
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DATE:
MARCH 18, 2015
ISSUE:
H PC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSU
1
2
3
4
DATE
2015.04-27
2015-05-13
201505.21
2016-01-14
RESIDENTIAL
FLOOR PLANS
0 2' 4' 8'
SCALE: 3/16" = 1'-0"
ISSUED
AR -1 10
O COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
MAIN LEVEL
3/16" = 1'-0"
MAIN LEVEL (ARCH ELEV) 0'-0" = CIVIL ELEVATION 7894'-6" NORTH
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
DATE TISSUED
1
2015-0427
2
2015-05-13
3
2015-05-21
4
201601-14
i
i
i i
I
RESIDENTIAL
FLOOR PLANS
0 2' 4� 81
SCALE: 3/16" = V-0"
AR -1 11
O COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
CAR
AR -211
A 1B C D
15'- 2 1/2" T- 2 1/2" 9' - 6"
AR -200
2
E
AR -213
F 1 G
H
UPPER LEVEL
3/16" = 1'-0"
AR -212 -
(D
MAIN LEVEL (ARCH ELEV) 0'-0" = CIVIL ELEVATION 7894-6" NORTH
DATE:
MARCH 18, 2015
ISSUE:
H PC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 201504-27
2 201505-13
3 201505-21
4 2016-01-14
RESIDENTIAL
FLOOR PLANS
0 2, 4' $,
F---I--J1 l
SCALE: 3/16" = V-0"
AR -1 12
O COTYLE CARR YAW ARCHITECr'S, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
RES 1
TEF
0
15'- 2 1/2"
AR -211
1 B
T- 2 1/2"
C
9'-6"
❑c
E
AR -213
F 1
T
H
ROOF PLAN
3/16" = 1'-0"
AR -212 �—
(D
MAIN LEVEL (ARCH ELEV) 0'-0" = CIVIL ELEVATION 7894'-6" NORTH
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 20150427
2 201505-13
3 201505-21
4 2016-01-14
RESIDENTIAL
ROOF PLANS
0 2' 4' 8'
SCALE: 3/16" = 1'-0"
AR -1 13
O COTYLE CARR YAW ARCHrrECT'S, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
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NORTH STREET ELEVATION
3/32" = 1'-0"
SOUTH STREET ELEVATION (HOPKINS
3/32" = V-13"
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 201504-27
2 201505-13
3 2015-0
-1
4 2016-01-14
RESIDENTIAL
STREET
ELEVATIONS
0 4' 8' 16,
SCALE: 3/32" = 1'-0"
0 COTTLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
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RES
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ROOF DECK -WEST
20'- 3 1/2"
ROOF DECK -WEST
20'- 3
UPPER LEVEL
10' - 0" C1
MAIN LEVEL
01 -oil
EXISTING GRADE (DASHED)
PROPOSED GRADE
LOWER LEVEL
-13'-0"
UPPER LEVEL
10'-0" v
MAIN LEVEL
0'-0" v
LOWER LEVEL
-13'-0"
DATE:
MARCH 18, 2015
ISSUE:
H PC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY:
HISTORY:
ISSUE DATE ISSUE[
1 20150427
2 209505,13
3 2015-05.21
4 2016-01-14
RESIDENTIAL
ELEVATIONS
0 2' 4' a'
SCALE: 3/16" = 1'-0"
AR -21 (
O COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Bas
Colorado 81621
970-927-49251 www.ccyarchitects.cor
I I
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Ij I I I II
I
- - - - - - - - - - - - - - - - - - -
2 RES 1 - EAST ELEVATION
3/16" = 1'-0"
_ LOWER_LEVEL
-13'-0"
MI I I II
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1 RES 1 - NORTH ELEVATION
LOWER LEVEL
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED B
HISTORY:
ISSUE
DATE IISS
1
2015-0427
2
2015-05-13
3
2015-05-21
4
201601-14
I
RESIDENTIAL
ELEVATIONS
0 Z 4` 8�
SCALE: 3/16" = V-0"
AR -21
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228 Midland Avenue I PO Box 5291
Colorado 81621
970-927-49251 www.ccyarchitects
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2 1
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RES 2 - WEST ELEVATION
3/16" = V-0"
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RES 2 - SOUTH ELEVATION
3/16" = V-0"
ROOF DECK -EAST
W_- 6_1_/_2"_'7V
UPPER _LEVEL
10' - 00"V
EXISTING GRADE (DASHED)
PROPOSED GRADE
- MAIN LEVE
0'-0"
_LOWER LEVEL
-13'-0"
ROOF DECK-EAS
19'- 6 1/2"
UPPER LEVEL
- 10'-0"
EXISTING GRADE (DASHED)
�1
MAIN LEVEL
0' -Oil
PROPOSED GRADE
_
LOWER LEVEL
-13'-0"
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2
3
4
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE
DATE
2015-04-27
2015-05-13
2015-05-21
201601-14
RESIDENTIAL
ELEVATIONS
0 2' 4' 8'
SCALE: 3/16" = V-0"
ISSUED
AR -212
O COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
3 4 5
II I I
I
- - - - - - - - - - - - - - - - - - - - - - -
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3/16" = V-0"
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RES 2 - NORTH ELEVATION
3/16" = V-0"
ROOF DECK -EAST /1
19'- 6 112"
UPPER LEVEL
_ MAIN LEVEL
0'-o"
LOWER LEVEL /1
-13'-0"
.00F DECK -EAST
19'- 6 1/2" /
-UPPER LEVE
10'-0"
MAIN LEVEL
0'-0"
_
LOWER LEVEL
-13'-0"
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 2015-0427
2 2015-05-13
3 2015-05-21 i
4 I 201601-14
I I
I
RESIDENTIAL
ELEVATIONS
0 2' 4' 8'
r --
SCALE: 3/16" = V-0"
AR -213
O CDTTLE CARR YAW ARCHFECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-49251 www.ccyarchitects.com
ROOF_DEC
20'-
SECTION 2 -TRANSVERSE
3/16" = 1'-0"
BECK -EAST
19' - 66 1 /2" �1
)ER LEVEL
IAIN LEVEL
VER LEVEL
-13'-0"
SECTION 1 - TRANSVERSE
3/16" = 1'-0"
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY
CHECKED BY: JS
HISTORY:
ISSUE
DATE
ISSUED
1
2015-0427
2
2015-05-13
3
2015-05-21
4
201601-14
RESIDENTIAL
SECTIONS
0 2' 4' 8'
(—����
SCALE: 3/16" = V-0"
AR -31 0
O COTYLE CARR YAW ARCHITECTS, LTD.
228 Midland Avenue I PO Box 529 1 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
SECTION 3 - LONGITUDINAL (SECTION TAKEN THROUGH RESIDENCE 2. RESIDENCE 1 IS IDENTICAL EXECPT FOR UPPER ROOF.)
3/16" = V-0"
;K -EAST
6 1 /2"
R_LEVEL
10'-0"
N_LEVEL
0'-0"
,R LEVEL
-13'-0"
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ISSUED
1 20150427
2 2015-05-13
3 201505-21
4 2016-01-14
RESIDENTIAL
SECTIONS
0 2, 4, $,
SCALE: 3/16" = V-0"
AR -311
O COTYLE CARR YAW ARCHrrECTS, LTD.
228 Midland Avenue I PO Box 5291 Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com
RESIDENTIAL HOUSE 1' -
MATERIAL PALETTE
MEDIUM GREY ZINC ROOFING, FASCIA & SECONDARY (BACKGROUND) SIDING
COMPOSITE WOOD SIDING (RAIN SCREEN)
VIEW SIMULATION LOOKING ACROSS HOPKINS TO PROPOSED RESIDENCES
NATURAL STONE VENEER BASE
RESIDENTIAL HOUSE 2 -
MATERIAL PALETTE
WARM GREY/BROWN COMPOSITE FASCIA & SECONDARY (BACKGROUND) SIDING
DARK GREY METAL SIDING (RAIN SCREEN)
BOARD FORMED CONCRETE BASE
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DATE:
MARCH 18, 2015
ISSUE:
HPC DETAILED/ FINAL
REVIEW
PROJECT NUMBER:
14017
DRAWN BY: CCY CHECKED BY: JS
HISTORY:
ISSUE DATE ( ISSUED
1 2015-04-27
2 2015-05-13
3 2015-05-21
4 201601-14
RESIDENTIAL
MATERIALS
SCALE: N.T.S.
AR -400
O COTYLE CARR YAW ARCHrrECTS, LTD.
228 Midland Avenue I PO Box 529 ( Basalt,
Colorado 81621
970-927-4925 1 www.ccyarchitects.com