HomeMy WebLinkAboutFile Documents.688 Spruce St.0046-2022-BCHO (17)X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
N
0
1
°
0
2
'
4
2
"
E
2
3
5
.
0
0
'
S 88°48'36" E 226.00'
S
0
1
°
0
2
'
4
2
"
W
2
3
5
.
0
0
'
N 88°48'36" W 226.00'
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
EX
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
EX-U
E
EX-UE EX-UE
EX-U
E
EX
-
U
E
EX
-
U
E
CTV
CTV
CTV CTVE
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX-UE
EX-UE
EX-UE
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-UE
EX-UE
EX-U
E
EX-UE
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
C
T
V
C
T
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ACCES
S
E
A
S
E
M
E
N
T
79
8
0
79
7
5
797
5
79
7
0
7
9
7
0
7
9
6
5
79
6
5
7
9
6
0
796
0
79
5
5
79
5
5
79
5
0
7
9
5
0
7945
7945
7940
7940
79
3
5
688 Spruce Street, Aspen Colorado. Parcel #273707400009.
OWNER
MNKN LLC
688 Spruce Street
Aspen, Colorado 81611
Sheet Index
Project Description
Sheet
No.
Sheet Title
Landscape Drawings:
Sheet
No.
Sheet Title
Consultant Drawings:
IRRIGATION SYSTEM SERIES
IR-1 Irrigation Legend & Notes
IR-2 Irrigation Plan
IR-3 Irrigation Details
IR-4 Irrigation Details
WATER DESIGN SERIES
SP100 Overall Spa Plan and Notes
SP200 Spa Plan
SP300 Spa Piping Plan
SP400 Equipment Room Plan
SP410 Circulation Equipment Details
SP500 Sections and Structural Details
SP600 Details
Note: As part of this project, the Contractor shall maintain a complete, up-to-date set of all Drawings and Specifications available for review at the construction site
by the Owner's Representative and Landscape Architect. In addition, the Contractor shall ensure all installations and coordination by all trades occurs in
accordance with the above revisions.
GENERAL INFORMATION:
L0-00 Cover ●
L0-01 Hardscape Site Reference Plan ●
L0-02 Landscape Site Reference Plan ●
L0-03 General Information ●
L0-04 General Information
PLANT PROTECTION AND REMOVAL SERIES:
L1-01 Plant Protection and Removal Plan ●
SITE MATERIALS SERIES:
L3-01 Site Materials Plan ●
SITE LAYOUT SERIES:
L4-01 Site Layout Plan
SITE DETAILS SERIES:
L7-01 Site Details ●
L7-02 Site Details ●
L7-03 Site Details ●
L7-04 Site Details ●
L7-05 Site Details ●
L7-06 Site Details ●
L7-07 Site Details ●
L7-08 Site Details
L7-09 Site Details
L7-10 Site Details
TREE PLANTING SERIES:
L8-01 Site Planting Plan ●
PLANTING DETAILS SERIES:
L9-01 Planting Detail ●
L9-02 Planting Detail ●
L9-03 Planting Detail ●
HYDROZONE SERIES:
L10-01 Hydrozone Plan ●
SHEET LEGEND KEY:
● Indicates included sheet
○ Indicates included but revised sheet
688 SPRUCE STREET
RESIDENCE
BUILDING PERMIT
ASPEN, COLORADO
ISSUE: OCTOBER 16, 2020
ASI 02: June 02, 2022
MNKN LLC.
LANDSCAPE ARCHITECT:
DESIGNWORKSHOP
Contact: Mike Albert
120 East Main Street
Aspen, Colorado 81611
Tel: (970) 925-8354
Fax: (970) 920-1387
CIVIL ENGINEER:
Roaring Fork Engineering
Contact: Richard Goulding
592 Highway 133
Carbondale, Colorado 81623
Tel: (970) 340-4130
IRRIGATION DESIGN:
Hines Inc.
Contact: Nate Hines
232 West Drake Road, Suite 204
Fort Collins, Colorado 8052
Tel: (480) 710-7474
Vicinty Map
NORTH
NORTH
DW Project Number: 6183
PROJECT SITE
ARCHITECT:
CCY Architects
Contact: Maura Trumble
228 Midland Avenue
Post Office Box 529
Basalt, Colorado 81621
Tel: (970) 927-4925
NOT TO SCALE
N.
M
i
l
l
s
S
t
r
e
e
t
Sp
r
u
c
e
S
t
r
e
e
t
G
i
b
s
o
n
A
v
e
.
R
o
a
r
i
n
g
F
o
r
k
R
i
v
e
r
NTS
Sp
r
u
c
e
S
t
r
e
e
t
South Ave.
Lo
n
e
P
i
n
e
R
d
.
Si
l
v
e
r
l
o
d
e
D
r
.
Rio Grande P
l
.
N
e
a
l
e
A
v
e
.
New Single family residence with gear shed. Site work shall include tree protection and removal; Site preparation, including earthwork, driveways, drainage, and
utilities; Landscape site features, and planting and irrigation for disturbed area within the activity envelope of the main house.
The following subconsultant drawings are included within the drawing set:
-Irrigation System Consultant
Refer to the Architectural drawing for the following site related components:
-Site Lighting and Electrical
-Structural Engineering
-Mechanical Engineering
-Civil Engineer
LIGHTING DESIGN:
LS Group
Contact: Elise Streeb
20 Sunset Drive, Unit 9
Basalt, CO 81621
Tel: (970) 927-5133
●
●
●
●
10
.
1
6
.
2
0
2
0
-
B
u
i
l
d
i
n
g
P
e
r
m
i
t
12
.
1
0
.
2
0
2
1
-
A
S
I
0
1
WATER FEATURE DESIGN:
Water Design Inc.
Contact: Jim Redman
6740 S 1300 E, Suite 110
Salt Lake City, UT 84121
Tel: (801) 261-4009
10
.
1
6
.
2
0
2
0
-
B
u
i
l
d
i
n
g
P
e
r
m
i
t
07
.
2
6
.
2
0
2
1
-
R
e
v
#
4
-
W
E
L
S
C
o
m
m
e
n
t
s
○
○
12
.
1
0
.
2
0
2
1
-
A
S
I
0
1
○
○
○
○
○
○
○
03
.
0
4
.
2
0
2
1
-
R
e
v
#
1
-
C
i
t
y
C
o
m
m
e
n
t
s
04
.
3
0
.
2
0
2
1
-
R
e
v
#
2
-
W
E
L
S
C
o
m
m
e
n
t
s
06
.
1
4
.
2
0
2
1
-
R
e
v
#
3
-
W
E
L
S
C
o
m
m
e
n
t
s
07
.
2
6
.
2
0
2
1
-
R
e
v
#
4
-
W
E
L
S
C
o
m
m
e
n
t
s
03
.
0
4
.
2
0
2
1
-
R
e
v
#
1
-
C
i
t
y
C
o
m
m
e
n
t
s
04
.
3
0
.
2
0
2
1
-
R
e
v
#
2
-
W
E
L
S
C
o
m
m
e
n
t
s
06
.
1
4
.
2
0
2
1
-
R
e
v
#
3
-
W
E
L
S
C
o
m
m
e
n
t
s
○
○
○
○
○
○
○
○
○
○○○
○
○ ○
○ ○
○ ○
○
○ ○
○ ○
○
○
○
○ ○
06
.
0
2
.
2
0
2
2
-
A
S
I
0
2
○
06
.
0
2
.
2
0
2
2
-
A
S
I
0
2
○
○
○
○
06/20/2022
Include all of the detail
sheets
GENERAL NOTES
1.Peak Surveying, Inc. prepared the survey for this project. It has been reformatted for use in and for
preparation of these documents. Contractor shall obtain officially signed copy from Peak Surveying, Inc. (110
E. 3rd Street, Rifle, Colorado 81650, phone - 970-625-1954) and become familiar with it, the existing
conditions and site context prior to construction. All discrepancies should be brought to the attention of the
Landscape Architect for immediate resolution. Landscape Architect is not responsible for errors or omissions
associated with preparation or documentation of survey.
2.Contractor is responsible for determining means and methods for construction. These drawings may indicate
a limit of proposed improvements, limits of site demolition, etc. for delineation of expected extents of
disturbance, however, final impact shall be determined in the field. Should limits of disturbance exceed
boundaries defined in drawings, Contractor shall contact Landscape Architect for resolution.
3.Contractor is responsible for repairing all work disturbed by construction outside of limit lines defined on
drawings or through his/her means and methods and General Conditions to a condition acceptable to the
owner at no additional cost.
4.Contractor is responsible for protecting all existing conditions, improvements, utilities, etc. to remain. Any
damages shall be repaired to a condition acceptable to the owner at no additional cost.
5.Contractor is responsible for maintaining a complete up-to-date set of Drawings and Specifications at the
construction site and ensuring the documents are readily available for review by the Landscape Architect and
governing agency.
6.The Drawings and Specifications are complementary to one another and implied to correspond withone
another. Any discrepancies should be brought to the attention of the Landscape Architect for immediate
resolution.
7.Contact the local underground utility service locator for utility locates and identification prior to commencing
work and maintain in field throughout construction unless indicated or directed otherwise.
8.Verify plant protection, stormwater pollution protection plan (SWPPP), existing improvement to remain,
and Contractor site control measures are in place prior to commencing with construction. Do not proceed
with construction if not in compliance and maintained throughout. Coordinate with Owner's
Representative and authorities having jurisdiction as required.
PLANT PROTECTION AND REMOVAL NOTES
1.Plants shall remain unless designated for removal and shall be protected as indicated. No disturbance is
allowed within the dripline of the plants unless indicated or approved otherwise. Protect plants within the
plant protection zone as indicated.
2.Remove plants as indicated on the plans to their full depth, including stumps and roots, unless noted
otherwise. Fill depressions to meet finish grade with suitable fill, compact and provide positive drainage
unless indicated otherwise.
3.Plants encountered that are not shown on the drawings shall be brought to the attention of the Landscape
Architect.
4.Remove demolished materials and legally dispose of offsite unless indicated otherwise. Disposal by burning
and/or burying on-site is prohibited unless approved otherwise.
5.Prune roots and limbs/branches only as directed by Landscape Architect unless indicated otherwise.
6.The location of existing utilities as shown on the plans may vary in relation to actual existing conditions.
Additional utilities not shown on the drawings may exist. Verify in the field the data shown and bring any
discrepancies to the attention of the Landscape Architect before starting work.
LANDSCAPE PLANTING NOTES
1.Refer to Civil Engineer's utility and roadway, parking lot grading and drainage plans as required. If actual site
conditions vary from what is shown on the plans, contact the Landscape Architect for direction as to how to
proceed.
2.Verify locations of pertinent site improvements installed under other sections. If any part of this plan cannot be
followed due to site conditions, contact Landscape Architect for instructions prior to commencing work.
3.Exact locations of plant materials shall be approved by the Landscape Architect in the field prior to installation.
Stake or otherwise layout all proposed planting for review. Landscape Architect reserves the right to adjust plants
to exact location in field.
4.Verify plant counts and square footages. Quantities are provided as Owner information only. If quantities on plant
list differ from graphic indications, then graphics shall prevail. If graphics are inconclusive contact Landscape
Architect for clarification.
5.Perform excavation in vicinity of underground utilities and existing tree/plant driplines with care and if necessary,
by hand. The Contractor bears full responsibility for this work and disruption or damage to utilities and existing
trees/plants shall be repaired or replaced immediately at no expense to the Owner.
6.Trees/plants shall bear same relation to finished grade as it bore to existing in place of growth. However, at no
point shall it be less than 1 inch above adjacent finish grade.
7.Shrubs shall be planted a minimum of 3 feet from face of building and a minimum of12 inches from edge of
pavement, except as approved by Landscape Architect.
8.All other plants (perennials, grasses, groundcover, annuals) shall be planted a minimum of 12 inches from face of
building and a minimum of 6 inches from edge of pavement, except as approved by Landscape Architect.
9.Provide matching forms and sizes for plant materials within each species and size designated on the drawings.
10.Prune newly planted trees only as directed by Landscape Architect.
11.Finish grades of planting areas and lawns shall be flush and meet smoothly and evenly with adjacent paving,
providing positive drainage. Shovel V-cut edges shall be provided at planting area transitions to adjacent
pavement as indicated to allow for mulch installation.
12.Provide specified edging as divider between planting beds and lawn areas.
TABLE OF ABBREVIATIONS
APPROX
ARCH
AVG
B&B
BC
BF
BLDG
BM
BOC
BR
BRG
BS
BW
CAL
CAP
CF
CHAM
CIP
CJ
CL
CLR
CM
CO
COMP
CONC
CONST
CONT
CONTR
CU
CY
DBL
DF
DEG
DEMO
DIA
DIM
DTL
DWG
E
EA
EJ
EL
ELEC
ENG
EQ
EQUIP
EST
E.W.
EXIST
EXP
FF
FG
FIN
FL
FOC
FT
FTG
GA
GAL
GC
GEN
HORIZ
HP
HT
ID
INV
IN
INCL
INL
IRR
JT
LIN
LF
LP
LT
MATL
MAX
MEMB
MH
MIN
MISC
MTD
MTL
N
NIC
NO
NOM
NTS
OC
OD
OPP
PAR
PC
PE
PERF
PED
PI
PL
PT
PVC
PVMT
PVR
QTY
R
RECEP
REF
REINF
REM
REQ'D
REV
ROW
RT
S
SAN
SCH
SD
SEC
SF
SHT
SI
SIM
SNT
SPECS
SQ
ST
SY
STA
STD
STL
STRL
SYM
T&B
TBC
TC
TF
THK
TOC
TOPO
TSL
TRAS
TR
TS
TW
TYP
VAR
VERT
VEH
VOL
W/
W/O
WT
WL
WWF
YD
@
APPROXIMATE
ARCHITECT
AVERAGE
BALLED AND BURLAPPED
BOTTOM OF CURB
BOTTOM OF FOOTING
BUILDING
BENCHMARK
BACK OF CURB
BOTTOM OF RAMP
BEARING
BOTTOM OF STEP
BOTTOM OF WALL
CALIPER
CAPACITY
CUBIC FEET
CHAMFER
CAST IN PLACE
CONTROL JOINT
CENTER LINE
CLEARANCE
CENTIMETER
CLEAN OUT
COMPACTED
CONCRETE
CONSTRUCTION
CONTINUOUS
CONTRACTOR
CUBIC
CUBIC YARD
DOUBLE
DIRECTION OF FLOW
DEGREE
DEMOLISH, DEMOLITION
DIAMETER
DIMENSION
DETAIL
DRAWING
EAST
EACH
EXPANSION JOINT
ELEVATION
ELECTRICAL
ENGINEER
EQUAL
EQUIPMENT
ESTIMATE
EACH WAY
EXISTING
EXPANSION, EXPOSED
FINISHED FLOOR ELEVATION
FINISHED GRADE
FINISH
FLOW LINE
FACE OF CURB
FOOT (FEET)
FOOTING
GAUGE
GALVANIZED
GENERAL CONTRACT(OR)
GENERAL
HORIZONTAL
HIGH POINT
HEIGHT
INSIDE DIAMETER
INVERT ELEVATION
INCH(ES)
INCLUDE(D)
INLET
IRRIGATION
JOINT
LINEAR
LINEAR FEET
LOW POINT
LIGHT
MATERIAL
MAXIMUM
MEMBRANE
MANHOLE
MINIMUM
MISCELLANEOUS
MOUNTED
METAL
NORTH
NOT IN CONTRACT
NUMBER
NOMINAL
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OPPOSITE
PARALLEL
POINT OF CURVATURE
POLYURETHANE
PERFORATED
PEDESTRIAN
POINT OF INTERSECTION
PROPERTY LINE
POINT, POINT OF TANGENCY
POLYVINYL CHLORIDE
PAVEMENT
PAVER
QUANTITY
RADIUS
RECEPTACLE
REFERENCE
REINFORCE(D)
REMOVE
REQUIRED
REVISION, REVISED
RIGHT OF WAY
RIGHT
SOUTH
SANITARY
SCHEDULE
STORM DRAIN
SECTION
SQUARE FOOT (FEET)
SHEET
STORM INLET
SIMILAR
SEALANT
SPECIFICATIONS
SQUARE
STORM SEWER
SQUARE YARD
STATION
STANDARD
STEEL
STRUCTURAL
SYMMETRICAL
TOP AND BOTTOM
TOP OF BACK CURB
TOP OF CURB
TOP OF FOOTING
THICK
TOP OF CONCRETE
TOPOGRAPHY
TOP OF SLAB
TRANSFORMER
TOP OF RAMP
TOP OF STEP
TOP OF WALL
TYPICAL
VARIES
VERTICAL
VEHICLE
VOLUME
WITH
WITHOUT
WEIGHT
WEIR LEVEL
WELDED WIRE FABRIC
YARD
AT
PROPOSED ELECTRIC UNDERGROUND - SEE CIVIL
DRAWINGS
PROPOSED CABLE TV LINE UNDERGROUND - SEE CIVIL
DRAWINGS
PROPOSED LOW PRESSURE GAS LINE - SEE CIVIL
DRAWINGS
PROPOSED TELEPHONE LINE UNDERGROUND - SEE
CIVIL DRAWINGS
PROPOSED WATER 4" LINE - SEE CIVIL DRAWINGS
PROPOSED WATER SERVICE LINE - SEE CIVIL
DRAWINGS
PROPOSED WATER 6" LINE - SEE CIVIL DRAWINGS
PROPOSED WATER 8" LINE - SEE CIVIL DRAWINGS
PROPOSED WATER 12" LINE - SEE CIVIL DRAWINGS
LINE SYMBOLS LEGEND
PROPERTY LINE
EXISTING CONTOURS 1'
PROPOSED CONTOURS 5'5220
BUILDING OUTLINE
5221
ARCHITECTURAL ROOF LINE
EXISTING CONTOURS 5'5220
PROPOSED CONTOURS 1'5221
G G
X X
W W
CTV CTV
SS SS
T T
EX-UE EX-UE
EXISTING GASLINE - SEE CIVIL DRAWINGS
EXISTING WATER LINE - SEE CIVIL DRAWINGS
EXISTING FENCE - SEE CIVIL DRAWINGS
EXISTING CABLE TV LINE - SEE CIVIL DRAWINGS
EXISTING TELEPHONE LINE - SEE CIVIL DRAWINGS
EXISTING STORMWATER SEWER LINE - SEE CIVIL
DRAWINGS
EXISTING UTILITIES - SEE CIVIL DRAWINGS
PLANT PROTECTION FENCING
PLANT PROTECTION AND REMOVAL LEGEND
EXISTING COTTONWOOD TREE, 6" CALIPER OR GREATER, TO BE
REMOVED WITH TREE REMOVED NUMBER IDENTIFIER
LIMIT OF VEGETATION REMOVAL
VEGETATION REMOVAL AREA
EXISTING ASPEN TREE, 6" CALIPER OR GREATER, TO BE REMOVED
WITH TREE REMOVED NUMBER IDENTIFIER
EXISTING BLUE SPRUCE TREE, 6" CALIPER OR GREATER, TO BE
REMOVED WITH TREE REMOVED NUMBER IDENTIFIER
EXISTING COTTONWOOD TREE, 6" CALIPER OR GREATER, TO
REMAIN, PROTECT IN PLACE
EXISTING ASPEN TREE, 6" CALIPER OR GREATER, TO REMAIN,
PROTECT IN PLACE
EXISTING BLUE SPRUCE TREE, 6" CALIPER OR GREATER, TO
REMAIN, PROTECT IN PLACE
TOTAL CALIPER INCHES (DBH)TREE TYPE
TREE REMOVAL SUMMARY CHART
PROPOSED TOTAL 77 689.5"
EXISTING TOTAL 246"
NOTES:
1.Only trees larger than 6" caliper in size are provided on this chart.
Additional vegetation (i.e. understory shrubs, groundcover, etc.) may
also need to be removed and is indicated as approximately as possible.
Final limits of vegetation removal shall be determined in field under
direction of Landscape Architect upon staking of proposed improvements.
2.Refer to Plant List for proposed trees and caliper inches.
QUANTITY
33
CHIPSEAL PAVING, SEE CIVIL
SITE MATERIAL LEGEND
VEHICULAR CONCRETE PAVING
TYPE 1-NON SNOWMELT
VEHICULAR CONCRETE
PAVING TYPE 2-SNOWMELT
PEDESTRIAN CONCRETE PAVING
TYPE 1- NON SNOWMELT
PEDESTRIAN CONCRETE
PAVING TYPE 2- SNOWMELT
CONCRETE STEPS
TYPE 1-NON SNOWMELT
CONCRETE STEPS
TYPE 2-SNOWMELT
STONE PAVING TYPE 2a - MORTAR SET - SNOWMELT
STONE PAVING TYPE 2a - MORTAR SET - NON-SNOWMELT
STONE PAVING TYPE 1 - SAND SET
MULCH PATH
CRUSHER FINE PATH
WOOD DECKING
STONE PAVING TYPE
3a-Spa Copping
STONE PAVING TYPE
3b -Autocover Vault
GRAVEL PAVING
SITE DETAIL KEYNOTES:
1.0 PAVEMENTS, RAMPS, CURBS
1.1 x/ Lx-01STONE PAVING TYPE 1 - Sand Set w/
Planting Joints
SPEC.
SECTION(S)
321400
RELATED
DETAIL(S)
THE FOLLOWING LIST OF KEYNOTE HEADINGS (PROPOSED IMPROVEMENT SYSTEMS) HAVE
BEEN INCORPORATED WITHIN THIS DRAWING SET:
1.0 PAVEMENT, RAMPS, AND CURBS
2.0 JOINTING
3.0 STEPS
4.0 SITE WALLS/EMBANKMENTS
5.0 SITE FURNITURE
6.0 RAILINGS, BARRIERS, AND FENCING
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
10.0 MISCELLANEOUS ELEMENTS
11.0 PLANT PROTECTION
NOTE: IF A KEYNOTE HEADING IS NOT INCORPORATED IN PROJECT, A "NOT USED AT THIS TIME"
REFERENCE HAS BEEN PROVIDED.
TYP.
SAMPLE KEYNOTE DRAWING CALLOUT:
DETAIL/
SHEET
x/ Lx-0x, x/ Lx-0x,
x/ Lx-0x
KEYNOTE CALL OUT
KEYNOTE HEADING
(PROPOSED
IMPROVEMENT
SYSTEM)
KEYNOTE (SYSTEM)
ITEM AND BRIEF
DESCRIPTION
PRIMARY KEYNOTE DETAIL
REFERENCE (NUMBER AND
SHEET)
ADDITIONAL DETAIL REFERENCES
(COMPOSITE SECTIONS / ELEVATIONS,
OTHER SECTIONS, ELEVATIONS OR 3D
DRAWINGS, AND/OR TRANSITION OR
CONNECTION DETAILS)
NOTE: MULTIPLE DETAILS MAY BE
REFERENCED
SPECIFICATION REFERENCE (CSI SECTION NUMBER
MASTER FORMAT 2004 OR OTHER JURISIDICTIONAL
REQUIREMENT) NOTE: MULTIPLE SPECIFICATIONS MAY BE
REFERENCED
3.2
SITE SOILS NOTES
1. Contractor shall coordinate with Owner's Representative for location of stockpile areas for stripped topsoil
and planting soil products. Contractor shall ensure area is protected and contamination or disturbance of
stored products is not allowed.
2. Contractor shall ensure subgrade is scarified prior to installing planting soil and blend with initial lift or
placement of proposed planting soil.
3. Coordinate placement of planting soil with other work, especially utilities. Placement should occur after
installation of all hardscape improvements, irrigation system, utilities, etc. and before installation of plants.
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
1
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
0
_
G
E
N
E
R
A
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L0-03
Building Permit
10/16/2020
06/02/20221 ASI 02
NORTH 0
ORIGINAL SCALE:
8 16 32
1"=16'
1
5
Final location of path to be determined in
field under direction of Landscape Architect.
NOTE: "X" REFERS TO DRAWING SERIES (i.e. SITE DEMOLITION
REFERENCE NOTES). THERE SHOULD BE SPECIFIC REFERENCE
NOTES FOR EACH DRAWING SERIES. HOWEVER, SOME NOTES
MAY APPEAR ON MULTIPLE SERIES AS APPLICABLE.
"X" REFERENCE NOTES
TYP.
SAMPLE REFERENCE NOTE DRAWING CALLOUT:
Where multiple
instances occur,
TYP. added to
indicate
'Typical' so only
plan
labeled/annotated
once.
SERIES SPECIFIC REFERENCE NOTE
(SUPPLEMENTAL TO KEYNOTES.
TYPICALLY DESCRIBES ITEMS TO BE
CONSIDERED DURING CONSTRUCTION.
MAY REFERENCE A DETAIL OR
SPECIFICATION OR BOTH).
NOTE CALL-OUT
GENERAL
INFORMATION
SOIL AMENDMENT NOTES
1.Topsoil of irrigated grasses (including turf), shrubs, perennials, and annuals shall be a sandy loam to a
depth of at least 6 inches (6”) containing at least 5 percent (5%) organic matter by volume.
2.Tree soil should have a minimum depth of 3 feet (3'). both topsoil and subsoil layers shall be sandy
loam. the top soil shall be at least 6 inches (6”) and have 5 percent (5%) organic matter by volume and
subsoil shall have at least one to three percent (1 - 3%) organic matter by volume.
3.Soil amendment organic matter shall consist of either class i and class ii compost.
4.In good existing soils, dig and turn the soils to three times the dimension of the root ball. Hard or
compacted subsoil or lower soil layers should be broken up to create adequate drainage and avoid
trapping water. in newly developed planting sites, soil depth shall be 20' diameter around trees with a
depth of 36" when possible.
5.Soil Preparation:
5.1.Amendment shall be tilled to a minimum depth of 6".
5.2.Site shall be graded within two-thenths of a foot of the grading plan.
5.3.Site shall be free of rocks and debris over 1" diameter in size. Rocks and debris 0.5" to 1" shall
not exceed 5% by volume and gravel 0.6" to 1.25" shall not exceed 5% by volume. Particles such
as concrete, brick, glass, metal, wood or plastic greater than 1" shall not be allowed. The total
volume of these materials smaller than 1" shall not exceed 5%.
5.4.Site shall be free of dirt clods over 3/4" diameter in size. Dryland seed areas may contain dirt
clods up to 2" diameter.
5.5.Stripping and stockpiling of indigenous soil (topsoil) shall be required during construction (except
as waived by the city of aspen). Stockpiling may not occur on existing native vegetation outside
of the disturbance area.
5.6.Soil shall have no herbicides, heavy metals, biological toxins or hydrocarbons that impact plant
growth or exceed the epa's standards for soil contaminant.
6.Written documentation reflecting approved volume and type of soil amendment is required upon
inspection.
7.Organic Mulch:
7.1.shall be applied 1 cubic yard per eighty square feet at a depth of 4", and
7.2.shall be applied to the soil surface, not against the plant stem or high against the base of trunks.
7.3.Avoid mulch consistent of construction debris such as pallets.
8.Inorganic mulch, including rock, gravel, or pebbles shall have a minimum depth of 2".
9.Design workshop has complied with the criteria of the water efficient landscaping standards and
applied them for the efficient use of water in the landscape design plan
______________________________________
Mike Albert
Licensed Landscape Architect in Colorado
SITE LAYOUT NOTES
1.Layout and dimensions provided on Drawings are based on Architecture Building Grid.
2.Verify utility locates, plant protection and stormwater pollution protection plan (SWPPP) measures are in place
prior to commencing construction. Do not proceed with construction if not in compliance and maintained
throughout.
3.Layout and verify dimensions prior to construction. Field stake all proposed improvements for review and
approval by Landscape Architect unless indicated otherwise. Bring discrepancies to the attention of the
Landscape Architect for final direction. Landscape Architect reserves right to make field adjustments and layout
decisions in field as necessary at no additional cost to owner.
4.Request inspection of field staking by Landscape Architect a minimum of 24 hours in advance of performing any
work unless indicated otherwise.
5.For dimensions of buildings, garages, trash enclosures, patios and related work, refer to the architectural
drawings. Copies of these drawings (are available from the owner) (are included herein and are noted "for
information only").
6.Written dimensions take precedence over scale. Bring discrepancies to the attention of the Landscape Architect
for final direction.
7.This drawing doesn't includes the dimensional controls for lighting fixtures, area drains. Refer to lighting designer
and civil's drawings for dimension controls.
8.Where dimensions are called as "equal," space referenced items equally, measured to their center lines.
9.Measurements are to face of building, wall or the fixed site improvement. Dimensions to center lines is indicated.
10.Provide expansion joints where concrete flatwork meets vertical structures such as walls, curbs, steps and
building elements.
PLANT IDENTIFICATION KEY
PLANT SIZE (i.e. CALIPER
OR HEIGHT)
PLANT ABBREVIATION
(2-3 LETTERS, TYPICALLY
FIRST LETTER FROM
PLANT'S BOTANICAL
FIRST AND LAST NAME)
QUANTITY
NOTE: PLANT ABBREVIATION ON PLANT
IDENTIFICATION KEY SHOULD CORRESPOND WITH
ABBREVIATION ON PLANT LIST (i.e. PP-14 WOULD
REFER TO A PINUS PONDEROSA, 14 FOOT HEIGHT;
AR-3 WOULD REFER TO AN ACER RUBRUM 'RED
SUNSET', 3 INCH CALIPER)
(3) PP-14
PROPOSED
DECIDUOUS TREE
PROPOSED
CONIFEROUS TREE
PROPOSED
ORNAMENTAL GRASS
PROPOSED TURF LAWN
PROPOSED SHRUB
PROPOSED NATIVE
REVEGETATION
PROPOSED PERENNIAL
AND GROUNDCOVER
PLANTING LEGEND
NO MOW FESCUE
2
2
2
06/20/2022
There doesn't appear
to be any low mow
fescue in the
landscape/ planting
plans.Revise
accordingly.
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
1
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
0
_
G
E
N
E
R
A
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L0-04
Building Permit
10/16/2020
06/02/20221 ASI 02
NORTH 0
ORIGINAL SCALE:
8 16 32
1"=16'
GENERAL
INFORMATION
CONIFEROUS TREES
SHRUBS
QTY. BOTANICAL NAME COMMON NAME TYPE SPACING SIZE NOTES
21 Picea pungens Colorado Spruce B&B AS SHOWN 12' HT Full Dense Specimens, No Shearing,
TURF AND GRASSES
3,698 SF Turf Lawn: Poa pratensis Colorado's Choice Bluegrass
PERENNIALS
SYMBOL/ABBR.
DECIDUOUS TREES
125 Cornus alba 'Bailey' Bailey Redtwig Dogwood Container AS SHOWN 5 GAL Full Plants
25,730 SF Native Revegetation: Piktin County Seed Mix - Irrigated Mix #2
TURF
NR
ORNAMENTAL GRASS
262 Helictotrichon sempervirens Blue Avena Grass Containter 18" O.C. 1 GAL.Full Plants
40 Populous tremuloides Quaking Aspen (Single-Stem) B&B AS SHOWN 2.5" cal. Full Specimen, Straight Trunk,
42 Crataegus douglasii Douglas Hawthorn Container AS SHOWN 5 GAL Full Plants
39 Pinus mugo 'Rostrata' Rostrada Mugo Pine Container AS SHOWN 5 GAL Full Plants
658 Rubus parviflorus Thimbleberry Container AS SHOWN 1 GAL Full Plants
17 Hydrangea paniculata 'Dvppinky' PINKY-WINKY Pinky Winky Hydrangea Container AS SHOWN 5 GAL Full Plants
199 Rhus aromatica 'Gro-Low' Fragrant Sumac Container AS SHOWN 3 GAL Full Plants
78 Aquilegia caerulea Rocky Mt. Columbine Container 15" O.C. 1 GAL Full Plants
Green Only
Field Collected
PLANT LIST
6 Picea pungens 'hoopsii' Colorado Spruce B&B AS SHOWN 12' HT Full Dense Specimens, No Shearing,
Green Only
336 Nepeta × faassenii Faassenii's Catmint Container 18" O.C. 1 GAL Full Plants
65 Rudbeckia hirta Black Eyed Susan Container 12" O.C. 1 GAL Full Plants
8 Picea pungens Colorado Spruce B&B AS SHOWN 16' HT Full Dense Specimens, No Shearing,
Green Only
8 Picea pungens Colorado Spruce B&B AS SHOWN 18' HT Full Dense Specimens, No Shearing,
Green Only
8 Picea pungens 'hoopsii' Colorado Spruce B&B AS SHOWN 16' HT Full Dense Specimens, No Shearing,
Green Only
PP-12
PP-16
PP-18
PH-12
PH-16
6 Populous tremuloides Quaking Aspen (Single-Stem) B&B AS SHOWN 3" cal. Full Specimen, Straight Trunk,
Field Collected
PT-2.5
PT-3
25 Populous tremuloides Quaking Aspen (Multi-Stem) B&B AS SHOWN 2.5" cal. Full Specimen, Well-Branched,
Field Collected
PTM-2.5
CA-5
CD-5
HP-5
RA-3
RP-1
PM-5
AC-1
RH-1
NF-1
HS-1
19 Acer ginnala ' Flame' Flame Amur Maple B&B AS SHOWN 2" cal. Full Specimen, Well-Branched, AG-2
17 Hydrangea arborescens 'Annabelle' Annabelle Smooth Hydrangea Container AS SHOWN 5 GAL Full PlantsHA-5
16 Syringa vulgaris Lilac, Common Purple Container AS SHOWN 5 GAL Full PlantsSV-5
Proposed coniferous caliper inches= 459" (Note: For trees less than 20' tall, 9-inch caliper trunk
size used. For trees greater than 20' tall, 12-inch caliper trunk size used.)
Proposed deciduous caliper inches = 230.5" (Note: For multi-stem trees,
only one trunk included in the calculation.)
Total proposed coniferous and deciduous caliper inches = 689.5".
3 Populous tremuloides Quaking Aspen (Single-Stem) B&B AS SHOWN 4" cal. Full Specimen, Straight Trunk, PT-4
Field Collected
NOTE: Proposed tree and shrub out of Limit of Distrubance, to be located in field with the
direction of Landscape Architect.
30% Pascopyrum smithii Western Wheatgrass
20% Elymus trachycaulus Slender Wheatgrass
10% Pseudoregneria spicata Bluebunch Wheatgrass ("secar" variety)
15% Nassella viridula Green Needlegrass
15% Elymus lancelatus Thickspike Wheatgrass
10% Achnatherum hymenoides Indian Ricegrass
NOTE: All native revegetation areas will have temporary irrigation for the establishment except
the marked area (650 SF) with permanent irrigation for fire risk. See irrigation drawings for details.
159 Salvia sylvestris ‘May Night’ May Night Salvia Container 15" O.C. 1 GAL Full PlantsSS-1
80 Echinacea purpurea Purple Coneflower Container 12" O.C. 1 GAL Full PlantsEP-1
107 Achillea millefolium White Common Yarrow Container 12" O.C. 1 GAL Full PlantsAM-1
PRINT PAGE IN COLOR
2
06/20/2022
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
E
X
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
EX
-
U
E
EX-U
E
EX-U
E
EX-UE EX-UE EX-UE
EX-U
E
EX-U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
EX-UE
CTV CTV CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CTV
CTV
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
C
T
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
C
T
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ACCES
S
E
A
S
E
M
E
N
T
ACCES
S
E
A
S
E
M
E
N
T
XXXX
X
X
XXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
1
1.3
TYP.
6.1
1.1
3.2
TYP.4
4
4
4
6.3
5 TYP.
6.2TYP.
1.1
TYP.
1.4TYP.
5 TYP.
6
5 TYP.
3
3.1a
TYP.
7
1.5TYP.
8 TYP.
1.10
TYP.
11
TYP.
1.11TYP.
TYP.
9 TYP.
10
2
3.1bTYP.
12
1.6TYP.
3.1aTYP.
3.1a
TYP.
1.7TYP.
1
L7-04
1
L7
-
0
3
13
14
10.2TYP.
2.4TYP.
1.2
2.5TYP.
1.8
1.9
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
1 Chipseal Paving, see civil drawings.
SITE MATERIAL REFERENCE NOTES
23 BBQ per architectural drawings.
4
5
Retaining wall per architectural drawings.
Existing tree to remain, do not disturb.
6 Storm water retention pond, see civil drawings.
7 Metal Edging, see planting plan L8-01
8 Landscape drain, see civil drawings.
9
Equipment space, see architectural drawings.
10 Slot drain, see civil drawings.
Hardscpae drain, see civil drawings.
11
Spa, see Water Design drawings.2
Existing Fence, Remove.12
Proposed Utility Line, see civil drawings.13
Proposed Storm Pipe, see civil drawings.14
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
2
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
3
_
M
A
T
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L3-01
Building Permit
10/16/2020
06/02/20221 ASI 02
NORTH 0
ORIGINAL SCALE:
8 16 32
1"=16'
SITE MATERIAL
PLAN
10.1
2
10.3
6.4
TYP.
2
2
2
2
2
2
2
2
1.12
2
2
6.4
06/20/2022
No updated site
lighting plans were
provided with
changes to site
design. Please
confirm that no
changes are
proposed.
See comment on
Architectural site
plan. Show exterior
mechanical
equipment.
VARIES, SEE PLAN
12" MIN. , 36" MAX.
VARIES, SEE PLAN
3'-0" MIN.
2% PITCH
TYP.
FINISH SURFACE SEE PLAN
FINISH SURFACE, SEE PLAN
2.3
6"
TY
P
.
COMPACTED SUB-GRADE
COMPACTED CRUSHED AGGREGATE
BASE SEE STRUCTURAL DRAWINGS.
CAST IN PLACE CONCRETE FOOTING
W/REINFORCING SEE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE STAIRS
W/REINFORCING SEE STRUCTURAL DRAWINGS.
1/2"
1/
4
"
#4 x 2-0' SLIP DOWEL WITH
EXPANSION TUBE, 20" O.C.
CENTER IN CONCRETE
CONCRETE
SLAB
CAULK SEALANT
BACKER ROD
PREFORMED JOINT MATERIAL
ADJACENT SURFACE
REF. PLAN
CONCRETE SLAB
SAW CUT JOINT
1
8"
1 4"
D
E
P
T
H
OF
S
L
A
B
1/2"ADJACENT SURFACE
REF. PLAN
PREFORMED JOINT MATERIAL
CONCRETE SLAB
CAULK SEALANT
BACKER ROD
3 Expansion Joint Type 1
3"=1'-0"
2.2 4 Expansion Joint Type 2
3"=1'-0"
2.3
2 Control Joint
3"=1'-0"
2.1
5 Sand Joint
3"=1'-0"
2.4 6 Mortar Joint
3"=1'-0"
2.5
1/4" MIN.
1
2" MAX.
STONE PAVER
POINTING MORTAR.
NATURAL EDGE
7 Concrete Step Type 1a- Non Snowmelt
1"=1'-0"
3.1a 8 Concrete Step Type 2- Snowmelt
1"=1'-0"
3.2
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
4
6
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
7
_
D
E
T
A
I
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-02
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
1 Gravel Paving
1" = 1'-0"
1.12
COMPACTED SUBGRADE
COMPACTED CRUSHED
AGGREGATE BASE
COMPACTED CRUSHED
DECORATIVE AGGREGATE
3"
SEE PLAN
METAL EDGING
STAKE PER SPECIFICATIONS
1
2" MAX.
SAND SWEEP JOINT
NATURAL EDGES
STONE PAVER
COMPACTED SAND SETTING BED
VARIES, SEE PLAN
12" MIN. , 36" MAX.
VARIES, SEE PLAN
3'-0" MIN.
2% PITCH
TYP.
FINISH SURFACE SEE PLAN
2.3
6"
TY
P
.
FINISH SURFACE, SEE PLAN
COMPACTED CRUSHED AGGREGATE
BASE SEE STRUCTURAL DRAWINGS.
COMPACTED SUB-GRADE
RIGID INSULATION BOARD
SEE MECHANICAL DRAWINGS.
CAST IN PLACE CONCRETE FOOTING
W/REINFORCING SEE STRUCTURAL
DRAWINGS.
CAST-IN-PLACE CONCRETE STAIRS
W/REINFORCING SEE STRUCTURAL DRAWINGS.
2
2
06/20/2022
1 Garden Gate
1/2"= 1'-0"
6.3
2"x6" TREATED TIMBER
GATE FRAME (TYP)
2"x2" 12ga. WELDED
WIRE PANEL (TYP)
FINISHED GRADE
5'-3"
4'-0"
5'
-
8
"
4"
4"
24'-4"
6'-0"6'-0"6'-0"6'-0"
4'
-
1
0
"
4'
-
1
0
"
10
'
-
0
"
AREA FOR OWNERS TO GARDEN
PLAN
1.6
GATE SIDE SECTION
6'
-
0
"
5'
-
8
"
6.2
6x6 TREATED
TIMBER POST
GATE FRONT ELEVATION
FINISHED GRADE
UNDISTURBED SUBGRADE
COMPACTED
AGGREGATE BASE
2"x6" WOOD TOP RAIL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
2X6 TREATED TIMBER GATE FRAME
THREADED GALVANIZED STEEL ROD
WITH TURNBUCKLE
GATE LATCH
2"x2" 12ga. WELDED WIRE PANEL (TYP)
HEAVY DUTY STEEL HINGE (TYP.)
MIN. 4" REVEAL BETWEEN FINISHED GRADE
AND BOTTOM RAIL
2"x6" TREATED TIMBER SLAT (TYP)
COMPACTED SUBGRADE
6x6 TREATED
TIMBER POST
2"x2" TREATED TIMBER POST (TYP)
SECTION A
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
3
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
7
_
D
E
T
A
I
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-06
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
4'
-
5
"
3'
-
6
"
712"1'
-
3
"
5'
-
8
"
2"x6" WOOD TOP RAIL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
6"x6" TREATED TIMBER POST (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
2"x2" 12ga. WELDED WIRE PANEL (TYP)
2"x6" TREATED TIMBER SLAT (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
MIN 4" REVEAL BETWEEN FINISHED GRADE
AND BOTTOM RAIL.
VARIES - SEE PLAN
2"x6" WOOD
TOP RAIL (TYP)
2"x6" TREATED TIMBER
RUNNER (TYP)
6"x6" TREATED
TIMBER POST (TYP)
2"x6" TREATED
TIMBER RUNNER (TYP)
2"x2" 12ga. WELDED
WIRE PANEL (TYP)
2"x2" TREATED
TIMBER POST (TYP)
FINISHED GRADE 4"
6" COMPACTED ROADBASE
UNDISTURBED SUBGRADE
COMPACTED SUBGRADE
712"
512"
B2
SECTION A FENCE ELEVATION
2"x2" TREATED TIMBER POST (TYP)
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
2 Garden Fence
1/2"= 1'-0"
6.3
2
2
1 4/29/2022 ASI 02
06/20/2022
sophiev
09/30/2022ZONING
1 Dog Run Fence
1/2"= 1'-0"
6.4
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
3
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
7
_
D
E
T
A
I
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-07
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
2"x6" WOOD TOP RAIL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
6"x6" TREATED TIMBER POST (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
2"x2" 12ga. WELDED WIRE PANEL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
MIN 4" REVEAL BETWEEN FINISHED GRADE
AND BOTTOM RAIL.
2"x2" TREATED TIMBER POST (TYP)
4'
-
5
"
3'
-
6
"
712"1'
-
3
"
5'
-
8
"
2"x6" WOOD TOP RAIL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
6"x6" TREATED TIMBER POST (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
2"x2" 12ga. WELDED WIRE PANEL (TYP)
2"x6" TREATED TIMBER SLAT (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
MIN 4" REVEAL BETWEEN FINISHED GRADE
AND BOTTOM RAIL.
6'-0" O.C., TYP.
2"x6" WOOD
TOP RAIL (TYP)
2"x6" TREATED TIMBER
RUNNER (TYP)
6"x6" TREATED
TIMBER POST (TYP)
2"x6" TREATED
TIMBER RUNNER (TYP)
2"x2" 12ga. WELDED
WIRE PANEL (TYP)
2"x2" TREATED
TIMBER POST (TYP)
FINISHED GRADE
4"
6" COMPACTED ROADBASE
UNDISTURBED SUBGRADE
COMPACTED SUBGRADE
712"
512"
B2
SECTION A FENCE ELEVATION
2"x2" TREATED TIMBER POST (TYP)
FENCE ELEVATION ON A SLOPE
6'
-
0
"
T
Y
P
.
FINISH GRADE0'
-
4
"
TY
P
.
UNDISTURBED SUBGRADE
COMPACTED SUBGRADE
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
MI
N
:
7
1 2"
MA
X
:
1
1
1 2"
2
2
2"x6" TREATED TIMBER
GATE FRAME (TYP)
2"x2" 12ga. WELDED
WIRE PANEL (TYP)
FINISHED GRADE
5'-3"
4'-0"
5'
-
8
"
4"
4"
GATE SIDE SECTION
6'
-
0
"
5'
-
8
"
6.4
6x6 TREATED
TIMBER POST
GATE FRONT ELEVATION
FINISHED GRADE
UNDISTURBED SUBGRADE
COMPACTED
AGGREGATE BASE
2"x6" WOOD TOP RAIL (TYP)
2"x6" TREATED TIMBER RUNNER (TYP)
2X6 TREATED TIMBER GATE FRAME
THREADED GALVANIZED STEEL ROD
WITH TURNBUCKLE
GATE LATCH
2"x2" 12ga. WELDED WIRE PANEL (TYP)
HEAVY DUTY STEEL HINGE (TYP.)
MIN. 4" REVEAL BETWEEN FINISHED GRADE
AND BOTTOM RAIL
2"x6" TREATED TIMBER SLAT (TYP)
COMPACTED SUBGRADE
6x6 TREATED
TIMBER POST
2"x2" TREATED TIMBER POST (TYP)
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
6"
TY
P
.
3'
-
6
"
T
Y
P
.
1'-41
2"
TYP.
51
2"
TYP.
1 Dog Run Gate
1/2"= 1'-0"
6.4
06/20/2022
sophiev
09/30/2022ZONING
1 Fire Feature
1" = 1'-0"
10.1
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
4
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
7
_
D
E
T
A
I
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-08
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
PLAN VIEW: BOTTOM WITH PLUMBING
RECOMMENDED GAS
SUPPLY LOCATION
+/-6" FROM CENTER
+/-4" ABOVE GRADE
3"
112"
SECTION
COMPACTED SUBGRADE
CAST IN PLACE CONCRETE
SUB SLAB W/REINFORCING.
COMPACTED CRUSHED
AGGREGATE BASE.
WEEP HOLE, TYP. SEE CIVIL REQ.
CONDUIT PIPE. SEE MEP REQ.
1.6
TYP.
FIRE TABLE / HOBA MEDIUM
FIRE TABLE / HOBA MEDIUM
CENTER LINE OF FIRE TERRACE, TYP.
FIRE FEATURE TO BE
CENTERED ON FIRE TERRACE.
4"
6"
2
2
06/20/2022
1 Wood Deck
1/2" = 1'-0"
10.2
2
1
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
4
7
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
7
_
D
E
T
A
I
L
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-09
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
21'-0"
2x6 WOOD DECKING TYP.
RESIDENCE STRUCTURE
7'
-
1
0
"
PRESSURE TREATED (2)2x4 DFL No.2.
HIGHER GRADE LUMBER IS ACCEPTABLE.
PRESSURE TREATED 2x4 DFL No.2 @16"OC.
TIGHTER SPACING IS ACCEPTABLE.
HIGHER GRADE LUMBER IS ACCEPTABLE.
RESIDENCE STRUCTURE
PRESSURE TREATED 6x6 DFL No.2 WOOD POST.
HIGHER GRADE LUMBER IS ACCEPTABLE.
PLAN - JOISTING
PLAN - DECKING
SIMPSON LUS28 W/ ZMAX COATING
W/ (6)10d NAILS INTO BEAM AND
(3)10d NAILS INTO JOIST.
21'-0"
10'-6"10'-6"
1'-0" OC, TYP.73
4" OC
73
4" OC
2'
-
1
0
1 4"
T
Y
P
.
9'-51
4" TYP.
7'
-
7
"
10'-01
4" TYP.
51
2" TYP.
8'
-
0
"
PRESSURE TREATED WOOD FRAMING
FOR DECK ATTACHMENT, TYP
PRESSURE TREATED (2)2x4 DFL No.2
ATTACH BEAM W/ SIMPSON
LUS28-2 W/ ZMAX COATING
W/ (6)16d NAILS INTO FACE AND
(4)16d NAILS INTO JOIST, TYP
PRESSURE TREATED (2)2x4 DFL No.2
REINF W/ (3)#4 VERT W/ STD 90-DEGREE HOOK AT BASE
SECTION
SIMPSON ABW66Z POST BASE
4)TIMBERLOK TLOK06 SCREWS, TYP
PRESSURE TREATED (2)2x4 DFL No.2
LEDGER, ATTACH BACK TO CONC W/ 1/2"
DIAMETER x 5" SIMPSON SS TITEN HD
SCREW ANCHORS @12"OC, STAGGERED
2x6 DECKING TYP.
RESIDENCE
STRUCTURE
UNDISTURBED SUBGRADE
FINISHED SURFACE
54.95++54.95
PRESSURE TREATED 6x6 DFL No.2 WOOD POST
PRESSURE TREATED 2x4 DFL No.2 FASCIA
0'
-
6
"
54.45+54.45+2%2%
2
NOTE: ALL FRAMING MATERIAL IS TO BE PRESSURE TREATED, ALL HARDWARE IS
TO BE EITHER GALVANIZED OR STAINLESS STEEL, AND ALL SIMPSON HANGERS
ARE TO HAVE ZMAX COATING. WOOD SHOULD NOT TOUCH GRADE.
06/20/2022
1.3 Pedestrian-Concrete Paving Type 1-Non Snowmelt 3213133 / L7-01
Pedestrian-Concrete Paving Type 2-Snowmelt 3213134 / L7-011.4
SITE KEYNOTES:RELATED
DETAILS
1.0 PAVEMENTS, RAMPS, CURBS
1.1 Vehicular-Concrete Paving Type 1-Non Snowmelt
SPEC.
SECTION
321313
DETAIL /
SHEET
1 / L7-01
1.2 Vehicular-Concrete Paving Type 2-Snowmelt 3213132 / L7-01
2.0 JOINTING
2.1 Control Joint
2.2 Expansion Joint Type 1
3.0 STEPS
3.1a Concrete Step Type 1a-Non Snowmelt
4.0 SITE WALLS/ EMBANKMENTS
Refer to Architectural Drawings.
5.0 SITE FURNITURE
Not used at this time.
6.0 RAILINGS, BARRIERS, FENCING
6.1 Entry Fence/Gate
7.0 SITE LIGHTING
8.0 DRAINAGE
9.0 PLANTING AND LANDSCAPE
Refer to Planting Series Drawings
10.0 MISCELLANEOUS ELEMENTS
10.1
321313
321373
003300
323119
2 / L7-02
3 / L7-02
7 / L7-02
1 / L7-04
Mulch path 329419.1310/ L7-011.10
2.3 Expansion Joint Type 2 3213734 / L7-02
3.2 Concrete Steps Type 2-Snowmelt 0033008 / L7-02
1030001 / L7-08Fire Feature
6.2 Wall Mounted Handrail 0552131 / L7-05
6.3 Garden Fence/Gate
Refer to Ligthing Designer's Drawings.
Refer to Civil's Drawings.
3231191, 2 / L7-06
Stone Paving Type 1- Sand Set 321440 5 / L7-011.5
2.4 Sand Joint 3214405 / L7-02
3.1b Concrete Step Type 1b-Non Snowmelt 1 / L7-03 003300
Crusher fine path 32144011/ L7-011.11
10.2 0615331 / L7-09Wood Deck
Stone Paving Type 2a-Mortar Set - Non Snowmelt 321440 6 / L7-011.6
Stone Paving Type 2b-Mortar Set - Snowmelt 321440 7 / L7-011.7
2.5 Mortar Joint 3214406 / L7-02
Stone Paving Type 3a-Spa Copping 321440 8 / L7-011.8
Stone Paving Type 3b-Autocover Vault 321440 9 / L7-011.9
10.3 1000001 / L7-09Bocce Court
6.4 Dog Run Fence/Gate 3231191, 2 / L7-07
Gravel Paving 3214401/ L7-021.12
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L7-10
Building Permit
10/16/2020
06/02/20221 ASI 02
SITE DETAILS
1 Bocce Court
1" = 1'-0"
10.2
2
2
1
8" MINIMUM
2" X 6" CLEAR, VERTICAL GRAIN, KILN DRIED
CEDAR SIDE RAILS, ALL EDGES EASED
3/8" X 3-1/2" STAINLESS STEEL OR GALVANIZED
BOLT WITH WASHER INSERTED INTO EMBEDDED
ANCHOR (MIN. 3") EMBEDMENT STAGGERED 18" O.C.
1" PACIFIC PEARL BOCCE SURFACE
1" DECOMPOSED GRANITE
4" CLASS 2 PERMEABLE BASE ROCK.
BOTTOM OF ROCK SLOPED TOWARD TRENCH
UNDISTURBED NATIVE SOIL OR COMPACTED
FILL TO 95% RELATIVE COMPACTION
3" PERFORATED DRAIN PIPE
DRAIN ROCK
GEOTEXTILE FILTER FABRIC AT
BOTTOM OF DRAIN AND BASE
ROCK
1%1%1%1%
134"
1"
1"
4"
RETAINING WALL, SEE ARCHITECTURE DWGS.
FINISH SURFACE, SEE PLAN
13'-0"
CENTER LINE OF THE COURT
TYP.
2.5
EQ EQ
SECTION A
1
8" MINIMUM
2" X 6" CLEAR, VERTICAL GRAIN, KILN DRIED
CEDAR SIDE RAILS, ALL EDGES EASED
3/8" X 3-1/2" STAINLESS STEEL OR GALVANIZED
BOLT WITH WASHER INSERTED INTO EMBEDDED
ANCHOR (MIN. 3") EMBEDMENT STAGGERED 18" O.C.
1" PACIFIC PEARL BOCCE SURFACE
1" DECOMPOSED GRANITE
4" CLASS 2 PERMEABLE BASE ROCK.
BOTTOM OF ROCK SLOPED TOWARD TRENCH
UNDISTURBED NATIVE SOIL OR COMPACTED
FILL TO 95% RELATIVE COMPACTION
134"
1"1"
4"
TYP.
2.5
SECTION B
60
'
-
0
"
13'-0"
12'-8"
59
'
-
8
"
PERFORATED DRAIN
PIPE UNDER
PERMEABLE BASE ROCK
2.5 TYP.
2" X 6" CLEAR, VERTICAL GRAIN, KILN
DRIED CEDAR SIDE RAILS, ALL EDGES
EASED. BOLT TO ALL FOUR SIDES OF
COURT.
PLAN
SCALE :
1/8"=1'-0"
A
B
B
06/20/2022
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
N
0
1
°
0
2
'
4
2
"
E
2
3
5
.
0
0
'
S 88°48'36" E 226.00'
S
0
1
°
0
2
'
4
2
"
W
2
3
5
.
0
0
'
N 88°48'36" W 226.00'
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
EX-
U
E
EX-U
E
EX-UE EX-UE EX-UE
EX-U
E
EX-U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
EX
-
U
E
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
EX-U
E
EX-UE
EX-U
E
CTV CTV CTV
CTV
CTV
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CTV
CTV
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
C
T
V
C
T
V
C
T
V
C
T
V
CT
V
CT
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
T1
T2T3
T4
T5
T6
T7
T8
T9
T10
T16
T17T18
T19
T20T21
T22
T23
T24
T25
T32 T33
T34
T35
T36
T37
T38
T39
T40
T41
T42
T43
T44
T45
T46
T47
T48
T49
T50
T51
T52T53
T54
T55
T56
T57
T58T59
T60
T61
T62
T63
T64
T65
T66
T67
T68
T69T70
T71
T72
T73
T74
T75
T76
T77
T78
T79
T80
T81
T82
T83
T84
T85
T86
T87
T88
T89 T90
T91
T92
T93
T94
T95
T96
T97
T98
T99 T100
T101T102
T103
T104
T105T106
T107
T108
T109
T110
T111
T112
T113
T114
T115 T116
T117
T118 T119
T127
T128
T129
T130
T131
T132
T133
T134
T135
T136
T137
T138
T139
T140
T141
T142
T143
T144
T145
T146
T147
T148
T149
T150
T151
T152
T153
T154
T155
T156
T157 T158
T159
T160
T161
T162
T163
T164T165
T166
T167
T168
T169
T203
T204
T207
T208
T209
T210 T211
T212
T213
T214
T215
T216
T220
T221
T222
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ACCES
S
E
A
S
E
M
E
N
T
ACCES
S
E
A
S
E
M
E
N
T
7
9
8
5
79
8
0
79
8
0
79
7
5
797
5
79
7
0
7
9
7
0
7
9
6
5
7
9
6
5
7
9
6
0
796
0
7
9
5
5
79
5
5
79
5
0
7
9
5
0
7945
7
9
4
5
7940
7940
79
3
5
XXXX
10'-0"
10
'
-
0
"
SI
D
E
Y
A
R
D
SE
T
B
A
C
K
REAR YARD
SETBACK
SI
D
E
Y
A
R
D
SE
T
B
A
C
K
FRONT YARD SETBACK
10
'
-
0
"
25'-0"
ENTRY DRIVE
GEAR
SHED
SP
R
U
C
E
S
T
R
E
E
T
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Bocce
Court
X
X
XXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
Residence
Spa
Stormwater
Retention Pond
Garden
Garage
Spa
Vault LI
M
I
T
O
F
DI
S
T
U
R
B
A
N
C
E
LIMIT OF DISTRUBANCE
LIM
I
T
O
F
DIS
T
U
R
B
A
N
C
E
LI
M
I
T
O
F
D
I
S
T
U
R
B
A
N
C
E
LIMIT OF DISTRUBANCE
(91) NF-1
9.0 PLANTING AND LANDSCAPE
9.1 1 / L9-01
9.2
9.7
2 / L9-01
3 / L9-02
9.3
9.4
3 / L9-01
4 / L9-01
9.6 2 / L9-02
9.5 1 / L9-02
---------
---------
---------
---------
---------
---------
---------
329300
329300
329300
329300
329300
329300
329300
9.10 6 / L9-03
9.9 5 / L9-03
9.8 4 / L9-02
---------
---------
---------329300
329300
329200
9.11 7 / L9-03 ---------329200
SITE KEYNOTES:DETAIL /
SHEET
SPEC.
SECTION
RELATED
DETAIL(S)
9.12
Deciduous Tree Planting
Deciduous Tree Planting on Slope
Deciduous Multi-Stem Tree Planting
Coniferous Tree Planting
Coniferous Tree Planting on Slope
Perennial and Groundcover Planting
Shrub Planting
Deciduous Multi-Stem Tree Planting on Slope
Native Seeding
Lawn Turf
Shrub Planting on Slope
Metal Edging
Ornamental Grass Planting
8 / L9-03 ---------329300
9.13 9 / L9-03 ---------329300
1
SITE PLANTING REFERENCE NOTES
2
Existing tree to remain, do not disturb.
Proposed grading, see civil drawings.
3 Proposed stormwater line, see civil drawings.
4 Proposed plants out of limit of revegetation to be located in field with direction of Landscape
Architect.
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
5
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
8
_
P
L
A
N
T
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L8-01
Building Permit
10/16/2020
06/02/20221 ASI 02
NORTH 0
ORIGINAL SCALE:
8 16 32
1"=16'
SITE PLANTING
PLAN
CONIFEROUS TREES
SHRUBS
QTY. BOTANICAL NAME COMMON NAME TYPE
21 Picea pungens Colorado Spruce B&B
TURF AND GRASSES
3,698 SF Turf Lawn: Poa pratensis Colorado's Choice Bluegrass
PERENNIALS
SYMBOL/ABBR.
DECIDUOUS TREES
125 Cornus alba 'Bailey' Bailey Redtwig Dogwood Container
25,730 SF Native Revegetation: Piktin County Seed Mix - Irrigated Mix #2
TURF
NR
ORNAMENTAL GRASS
262 Helictotrichon sempervirens Blue Avena Grass Containter
40 Populous tremuloides Quaking Aspen (Single-Stem) B&B
42 Crataegus douglasii Douglas Hawthorn Container
39 Pinus mugo 'Rostrata' Rostrada Mugo Pine Container
658 Rubus parviflorus Thimbleberry Container
17 Hydrangea paniculata 'Dvppinky' PINKY-WINKY Pinky Winky Hydrangea Container
199 Rhus aromatica 'Gro-Low' Fragrant Sumac Container
78 Aquilegia caerulea Rocky Mt. Columbine Container
PLANT LIST
6 Picea pungens 'hoopsii' Colorado Spruce B&B
336 Nepeta × faassenii Faassenii's Catmint Container
65 Rudbeckia hirta Black Eyed Susan Container
8 Picea pungens Colorado Spruce B&B
8 Picea pungens Colorado Spruce B&B
8 Picea pungens 'hoopsii' Colorado Spruce B&B
PP-12
PP-16
PP-18
PH-12
PH-16
6 Populous tremuloides Quaking Aspen (Single-Stem) B&B
PT-2.5
PT-3
25 Populous tremuloides Quaking Aspen (Multi-Stem) B&BPTM-2.5
CA-5
CD-5
HP-5
RA-3
RP-1
PM-5
AC-1
RH-1
NF-1
HS-1
19 Acer ginnala ' Flame' Flame Amur Maple B&BAG-2
17 Hydrangea arborescens 'Annabelle' Annabelle Smooth Hydrangea ContainerHA-5
16 Syringa vulgaris Lilac, Common Purple ContainerSV-5
Proposed coniferous caliper inches= 459" (Note: For trees less than 20' tall, 9-inch caliper trunk
size used. For trees greater than 20' tall, 12-inch caliper trunk size used.)
Proposed deciduous caliper inches = 230.5" (Note: For multi-stem trees,
only one trunk included in the calculation.)
Total proposed coniferous and deciduous caliper inches = 689.5".
3 Populous tremuloides Quaking Aspen (Single-Stem) B&BPT-4
NOTE: Proposed tree and shrub out of Limit of Distrubance, to be located in field with the
direction of Landscape Architect.
30% Pascopyrum smithii Western Wheatgrass
20% Elymus trachycaulus Slender Wheatgrass
10% Pseudoregneria spicata Bluebunch Wheatgrass ("secar" variety)
15% Nassella viridula Green Needlegrass
15% Elymus lancelatus Thickspike Wheatgrass
10% Achnatherum hymenoides Indian Ricegrass
NOTE: All native revegetation areas will have temporary irrigation for the establishment except
the marked area (650 SF) with permanent irrigation for fire risk. See irrigation drawings for details.
159 Salvia sylvestris ‘May Night’ May Night Salvia ContainerSS-1
80 Echinacea purpurea Purple Coneflower ContainerEP-1
107 Achillea millefolium White Common Yarrow ContainerAM-1
1
2TYP.
3
9.5TYP.
9.2
TYP.
9.3
TYP.
4TYP.
9.7TYP.
9.1
TYP.
9.1
TYP.
9.9
9.10TYP.
9.11TYP.
9.12TYP.
9.13
TYP.
(5) PM-5
(3) PT-2.5
(1) PP-12
(4) PM-5
(2) PT-2.5
(3) CD-5
(3) PP-12
(3) PM-5
(3) PT-2.5
(6) PT-3
(1) PP-18
(8) SV-5
(38) HS-1
(3) PT-4
(8) PM-5
9.8
TYP.
(3) PT-2.5
(1) PP-18
(4) PTM-2.5
(2) PT-2.5
(2) PT-2.5
(1) PT-2.5
(2) PTM-2.5
(1) PTM-2.5
(4) PT-2.5
(17) HP-5
(17) HA-5
(57) SS-1
9.9
(88) NF-1
(72) NF-1
(85) NF-1
9.6TYP.
PROPERTY LINE
(8) PP-12
Boundary of permanent
irrigated native area ,
see irrigation drawings
Boundary of permanent
irrigated native area ,
see irrigation drawings
(1) PP-18
(2) PM-5
(1) PP-18
(1) PP-12
(1) PP-16
(2) PP-12
(2) PP-16
(1) PP-18
(3) PP-12
(1) PP-18
(1) PP-16
(5) AG-2
(5) AG-2
(3) AG-2
(1) PP-16
(2) PP-12
(2) PP-16
(2) PP-12
(1) PP-16
(6) CD-5
(1) PP-12
(2) PP-12
(2) PP-16
(7) CD-5
(3) PP-16
(3) CD-5
(1) PP-12
(1) PP-16
(11) CD-5
(4) PTM-2.5
(8) PT-2.5
(1) PTM-2.5
(2) PTM-2.5
(1) PT-2.5
(3) PTM-2.5
9.4TYP.
(1) PTM-2.5
(1) PTM-2.5
9.9
(3) PT-2.5
(5) PM-5
(1) PTM-2.5
(2) PT-2.5
(2) PM-5
(4) CD-5
(1) PT-2.5
(2) PTM-2.5
(6) PM-5
(3) CD-5
(2) PTM-2.5
(3) PT-2.5
(1) PP-16
(1) PP-12 (1) PP-18
(1) PP-16
(1) PP-16
(4) PM-5
(2) PT-2.5
(1) PP-18
(5) CD-5
(1) PTM-2.5
(8) SV-5
(92) RP-1
(33) RP-1
(32) RP-1
(71) RP-1
(47) RP-1
(43) RP-1
(78) RP-1
(154) RP-1
(54) RP-1
(54) RP-1
(28) AM-1
(26) AM-1
(53) AM-1
(24) SS-1
(34) SS-1
(21) SS-1
(23) SS-1
(18) AC-1
(60) AC-1
(48) RA-3
(151) RA-3
(14) CA-5
(27) CA-5
(24) CA-5
(30) CA-5
(30) CA-5
(5) RH-1
(10) EP-1
(13,308 SF) NR
(2,662 SF) NR
(3,520 SF) NR
(3,329 SF) NR(1,248 SF) NR
(310 SF) NR
(3,698 SF) TURF
(13) RH-1
(11) EP-1
2
(3) AG-2
(3) AG-2
(6) EP-1
(6) RH-1
(12) EP-1
(14) RH-1
(17) EP-1
(10) RH-1
(5) EP-1
(10) RH-1(14) EP-1
(7) RH-1
(1) EP-1
(224) HS-1
06/20/2022
PH not identified but
there is 6 add'l 12' PP
PH not identified but
there are 8 add'l 16'
PP
Please color code
species with DBH as i
have shown for
individual trees on the
plan sheet.
X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
X
X
X
X
X
X
X
X
X
X
X
N
0
1
°
0
2
'
4
2
"
E
2
3
5
.
0
0
'
S 88°48'36" E 226.00'
S
0
1
°
0
2
'
4
2
"
W
2
3
5
.
0
0
'
N 88°48'36" W 226.00'
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T T T T T T T T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
T
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
E
X
-
U
E
EX
-
U
E
EX-
U
E
EX-U
E
EX-UE EX-UE EX-UE
EX-U
E
EX-U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
CTV
CTV
CTV
CTV
CTV CTV CTV CTV
EX
-
U
E
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
E
X
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX
-
U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-U
E
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-UE
EX-U
E
CTV CTV CTV
CTV
CTV
CT
V
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
CT
V
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CTV
CT
V
CT
V
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW
C
T
V
C
T
V
C
T
V
CT
V
CT
V
C
T
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
C
T
V
C
T
V
C
T
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
CT
V
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
ACCES
S
E
A
S
E
M
E
N
T
ACCES
S
E
A
S
E
M
E
N
T
7
9
8
5
79
8
0
79
8
0
79
7
5
797
5
79
7
0
7
9
7
0
7
9
6
5
7
9
6
5
7
9
6
0
796
0
79
5
5
79
5
5
79
5
0
7
9
5
0
7945
7945
7940
7940
79
3
5
LI
M
I
T
O
F
DI
S
T
U
R
B
A
N
C
E
LIMIT OF DISTRUBANCE
LIM
I
T
O
F
DIS
T
U
R
B
A
N
C
E
LI
M
I
T
O
F
D
I
S
T
U
R
B
A
N
C
E
LIMIT OF DISTRUBANCE
XXXX
10'-0"
10
'
-
0
"
SI
D
E
Y
A
R
D
SE
T
B
A
C
K
REAR YARD
SETBACK
SI
D
E
Y
A
R
D
SE
T
B
A
C
K
FRONT YARD SETBACK
10
'
-
0
"
25'-0"
ENTRY DRIVE
GEAR
SHED
SP
R
U
C
E
S
T
R
E
E
T
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Bocce
Court
X
X
XXXXXXXXXXXXXXXXXXXXXXX
X
X
X
X
X
X
X
X
Residence
Spa
Stormwater
Retention Pond
Garden
Garage
Spa
Vault
9.0 PLANTING AND LANDSCAPE
9.1 1 / L9-01
9.2
9.7
2 / L9-01
3 / L9-02
9.3
9.4
3 / L9-01
4 / L9-01
9.6 2 / L9-02
9.5 1 / L9-02
---------
---------
---------
---------
---------
---------
---------
329300
329300
329300
329300
329300
329300
329300
9.10 6 / L9-03
9.9 5 / L9-03
9.8 4 / L9-02
---------
---------
---------329300
329300
329200
9.11 7 / L9-03 ---------329200
SITE KEYNOTES:DETAIL /
SHEET
SPEC.
SECTION
RELATED
DETAIL(S)
9.12
Deciduous Tree Planting
Deciduous Tree Planting on Slope
Deciduous Multi-Stem Tree Planting
Coniferous Tree Planting
Coniferous Tree Planting on Slope
Perennial and Groundcover Planting
Shrub Planting
Deciduous Multi-Stem Tree Planting on Slope
Native Seeding
Lawn Turf
Shrub Planting on Slope
Metal Edging
Ornamental Grass Planting
8 / L9-03 ---------329300
9.13 9 / L9-03 ---------329300
CONIFEROUS TREES
SHRUBS
QTY. BOTANICAL NAME COMMON NAME
21 Picea pungens Colorado Spruce
TURF AND GRASSES
3,698 SF Turf Lawn: Poa pratensis Colorado's Choice Bluegrass
PERENNIALS
SYMBOL/ABBR.
DECIDUOUS TREES
125 Cornus alba 'Bailey' Bailey Redtwig Dogwood Cont
25,730 SF Native Revegetation: Piktin County Seed Mix - Irrigated Mix #2
TURF
NR
ORNAMENTAL GRASS
262 Helictotrichon sempervirens Blue Avena Grass
40 Populous tremuloides Quaking Aspen (Single-Stem)
42 Crataegus douglasii Douglas Hawthorn Cont
39 Pinus mugo 'Rostrata' Rostrada Mugo Pine
658 Rubus parviflorus Thimbleberry
17 Hydrangea paniculata 'Dvppinky' PINKY-WINKY Pinky Winky Hydrangea
199 Rhus aromatica 'Gro-Low' Fragrant Sumac
78 Aquilegia caerulea Rocky Mt. Columbine
PLANT LIST
6 Picea pungens 'hoopsii' Colorado Spruce
336 Nepeta × faassenii Faassenii's Catmint
65 Rudbeckia hirta Black Eyed Susan
8 Picea pungens Colorado Spruce
8 Picea pungens Colorado Spruce
8 Picea pungens 'hoopsii' Colorado Spruce
PP-12
PP-16
PP-18
PH-12
PH-16
6 Populous tremuloides Quaking Aspen (Single-Stem)
PT-2.5
PT-3
25 Populous tremuloides Quaking Aspen (Multi-Stem) PTM-2.5
CA-5
CD-5
HP-5
RA-3
RP-1
PM-5
AC-1
RH-1
NF-1
HS-1
19 Acer ginnala ' Flame' Flame Amur Maple AG-2
17 Hydrangea arborescens 'Annabelle' Annabelle Smooth HydrangeaHA-5
16 Syringa vulgaris Lilac, Common Purple SV-5
Proposed coniferous caliper inches= 459" (Note: For trees less than 20' tall, 9-inch caliper trunk
size used. For trees greater than 20' tall, 12-inch caliper trunk size used.)
Proposed deciduous caliper inches = 230.5" (Note: For multi-stem trees,
only one trunk included in the calculation.)
Total proposed coniferous and deciduous caliper inches = 689.5".
3 Populous tremuloides Quaking Aspen (Single-Stem) PT-4
NOTE: Proposed tree and shrub out of Limit of Distrubance, to be located in field with the
direction of Landscape Architect.
30% Pascopyrum smithii Western Wheatgrass
20% Elymus trachycaulus Slender Wheatgrass
10% Pseudoregneria spicata Bluebunch Wheatgrass ("seca
15% Nassella viridula Green Needlegrass
15% Elymus lancelatus Thickspike Wheatgrass
10% Achnatherum hymenoides Indian Ricegrass
NOTE: All native revegetation areas will have temporary irrigation for the establishment except
the marked area (650 SF) with permanent irrigation for fire risk. See irrigation drawings for detail
159 Salvia sylvestris ‘May Night’ May Night Salvia SS-1
80 Echinacea purpurea Purple Coneflower EP-1
107 Achillea millefolium White Common Yarrow AM-1
SPACING
AS SHOWN
HOWN 5
18" O.C.
AS SHOWN
HOWN 5
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
15" O.C.
AS SHOWN
18" O.C.
12" O.C.
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
AS SHOWN
15" O.C.
12" O.C.
12" O.C.
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
J
u
n
0
2
,
2
0
2
2
-
1
0
:
1
6
a
m
\\
A
S
P
V
M
A
C
T
I
V
E
\
A
s
p
e
n
\
P
R
O
J
E
C
T
S
_
R
-
Z
\
6
1
8
3
-
6
8
8
S
p
r
u
c
e
S
t
R
e
s
i
d
e
n
c
e
\
D
-
C
A
D
\
0
2
.
S
h
e
e
t
s
\
P
e
r
m
i
t
-
C
h
a
n
g
e
O
r
d
e
r
\
d
w
-
6
1
8
3
-
L
1
0
_
H
Y
D
R
O
Z
O
N
E
-
A
S
I
0
2
.
d
w
g
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
JW/JP MA
L10-01
Building Permit
10/16/2020
06/02/20221 ASI 02
NORTH 0
ORIGINAL SCALE:
8 16 32
1"=16'
SITE
HYDROZONE
PLAN
LOW (Permanent) - 19,686 SF
HYDROZONE LEGEND
MEDIUM - 6,642 SF
HIGH - 4,584 SF
LOW (Temporary) - 8,684 SF
LOW (Permanent) - 19,686 SF
HYDROZONE LEGEND
MEDIUM - 6,642 SF
HIGH - 4,584 SF
LOW - 21,731 SF (Temporary)
LOW (Temporary) - 8,684 SF 206/20/2022
These two hydrozones
appear to be labeled
incorrectly. The water
budget indicates 19,686 sf
of temporary native reveg.
and 8,684 sf of permanent
native, shrubs, and trees.
Revise plan accordingly.
Also, it would be easier to
read if the two colors
weren't so similar.
C. alba "Bailey" is
rated for medium
water usage. Revise
hydrozone plans and
water budget
calculations.
Crataegus douglasii is
rated for low water
useage. Revise
hydrozone plans and
calculations.
C. alba "Bailey" is
rated for medium water
usage. Revise
hydrozone plans and
calculations.
Crataegus douglasii is
rated for low water
useage. Revise
hydrozone plans and
water budget
calculations.
Acer ginnala Flame is
rated for low water use.
Revise hydrozone plan
and calculations in all
instances.
A1141"
INDICATES LATERAL DISCHARGE (GPM)
INDICATES VALVE SIZE (INCHES)
INDICATES CONTROLLER AND STATION NUMBER
INDICATES ZONE DESIGN PRESSURE (PSI)
INDICATES PRECIP. RATE (INCHES PER HOUR)0.50
30
1.THE SYSTEM DESIGN ASSUMES A MINIMUM PRESSURE FOR THE IRRIGATION SYSTEM OF 70 PSI ,
AT A MAXIMUM DISCHARGE OF 25 GPM AT THE 1-INCH IRRIGATION POINT-OF-CONNECTION (POC).
VERIFY PRESSURE AND FLOW ON SITE PRIOR TO CONSTRUCTION.
2.READ THOROUGHLY AND BECOME FAMILIAR WITH THE SPECIFICATIONS AND INSTALLATION
DETAILS FOR THIS AND RELATED WORK PRIOR TO CONSTRUCTION.
3.COORDINATE UTILITY LOCATES ("CALL BEFORE YOU DIG") OF UNDERGROUND UTILITIES PRIOR TO
CONSTRUCTION.
4.DO NOT PROCEED WITH THE INSTALLATION OF THE IRRIGATION SYSTEM WHEN IT IS OBVIOUS IN
THE FIELD THAT OBSTRUCTIONS OR GRADE DIFFERENCES EXIST THAT MIGHT NOT HAVE BEEN
CONSIDERED IN THE ENGINEERING. IF DISCREPANCIES IN CONSTRUCTION DETAILS, LEGEND,
NOTES, OR SPECIFICATIONS ARE DISCOVERED, BRING ALL SUCH OBSTRUCTIONS OR
DISCREPANCIES TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE.
5.THE DRAWINGS ARE DIAGRAMMATIC. THEREFORE, THE FOLLOWING SHOULD BE NOTED:
A.ALTHOUGH IRRIGATION COMPONENTS MAY BE SHOWN OUTSIDE PLANTING AREAS FOR
CLARITY, INSTALL IRRIGATION PIPE AND WIRING IN LANDSCAPED AREAS WHENEVER
POSSIBLE.
B.TREE AND SHRUB LOCATIONS AS SHOWN ON LANDSCAPE PLANS TAKE PRECEDENCE OVER
IRRIGATION EQUIPMENT LOCATIONS. AVOID CONFLICTS BETWEEN THE IRRIGATION SYSTEM,
PLANTING MATERIALS, AND ARCHITECTURAL FEATURES.
C.USE ONLY STANDARD TEES AND ELBOW FITTINGS. USE OF TEES IN THE BULLNOSE
CONFIGURATION, OR USE OF CROSS TYPE FITTINGS IS NOT ALLOWED.
6.PROVIDE THE FOLLOWING COMPONENTS TO THE OWNER PRIOR TO THE COMPLETION OF THE
PROJECT:
A.TWO (2) OPERATING KEYS FOR EACH TYPE OF MANUALLY OPERATED VALVES.
B.TWO (2) OF EACH SERVICING WRENCH OR TOOL NEEDED FOR COMPLETE ACCESS,
ADJUSTMENT, AND REPAIR OF ALL ROTARY SPRINKLERS.
7.SELECT NOZZLES FOR SPRAY AND ROTARY SPRINKLERS WITH ARCS WHICH PROVIDE COMPLETE
AND ADEQUATE COVERAGE WITH MINIMUM OVERSPRAY FOR THE SITE CONDITIONS. CAREFULLY
ADJUST THE RADIUS OF THROW AND ARC OF COVERAGE OF EACH ROTARY SPRINKLER TO PROVIDE
THE BEST PERFORMANCE.
8.THE IRRIGATION CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION OF IRRIGATION
SLEEVING. SLEEVES ARE REQUIRED FOR BOTH PIPING AND ELECTRICAL WIRING AT EACH
HARDSCAPE CROSSING. COORDINATE INSTALLATION OF SLEEVING WITH OTHER TRADES. ANY
PIPE OR WIRE WHICH PASSES BENEATH EXISTING HARDSCAPE WHERE SLEEVING WAS NOT
INSTALLED WILL REQUIRE HORIZONTAL BORING BY THE IRRIGATION CONTRACTOR. PIPE SLEEVES
SHALL BE SIZED TWICE THE NOMINAL SIZE OF THE PIPE PASSING THROUGH.
9.INSTALL ALL ELECTRICAL POWER TO THE IRRIGATION CONTROL SYSTEM IN ACCORDANCE WITH
THE NATIONAL ELECTRIC CODE AND ALL APPLICABLE LOCAL ELECTRIC UTILITY CODES.
10.THE FOLLOWING SHOULD BE NOTED REGARDING PIPE SIZING: IF A SECTION OF UNSIZED PIPE IS
LOCATED BETWEEN THE IDENTICALLY SIZED SECTIONS, THE UNSIZED PIPE IS THE SAME NOMINAL
SIZE AS THE TWO SIZED SECTIONS. THE UNSIZED PIPE SHOULD NOT BE CONFUSED WITH THE
DEFAULT PIPE SIZE NOTED IN THE LEGEND.
11.INSTALL TWO (2) #14 AWG CONTROL WIRES, FOR USE AS SPARES. INSTALL SPARE WIRES FROM
CONTROLLER LOCATION TO EACH DEAD-END OF MAINLINE. COIL 3 FEET OF WIRE IN VALVE BOX.
12.THE IRRIGATION CONTRACTOR SHALL USE FLOW CONTROL ON ALL ZONE CONTROL VALVES TO
ACHIEVE DESIGN PRESSURE AT MOST REMOTE OR HIGHEST ELEVATION EMISSION DEVICE ON
EACH ZONE. SEE LEGEND AND VALVE DESIGNATORS FOR EQUIPMENT DESIGN PRESSURE.
13.ALTHOUGH TREES AND SHRUBS WITH DIFFERENT WATER REQUIREMENTS ARE IRRIGATED ON THE
SAME DRIP ZONE, THE CONTRACTOR SHALL REFER TO THE EMITTER SCHEDULE IN THE IRRIGATION
DETAILS TO INSTALL THE CORRECT SIZE AND QUANTITY OF EMITTERS PER PLANT WATER
REQUIREMENTS. REFER TO LANDSCAPE PLANS FOR SPECIFIC PLANT SPECIES AND WATER
REQUIREMENTS.
14.SENSORS (E.G., RAIN, FREEZE, WIND, AND/OR SOIL MOISTURE ETC.), EITHER INTEGRAL OR
AUXILIARY, THAT SUSPEND OR ALTER IRRIGATION OPERATION DURING UNFAVORABLE WEATHER
CONDITIONS OR WHEN SUFFICIENT SOIL MOISTURE IS PRESENT SHALL BE REQUIRED ON ALL
IRRIGATION SYSTEMS.
1.APPLICANT IS RESPONSIBLE FOR ASSURING OPERATING PRESSURE AT EACH
EMISSION DEVICE IS WITHIN THE MANUFACTURER'S RECOMMENDED PRESSURE
RANGE FOR OPTIMAL PERFORMANCE. IF PRESSURE IS NOT WITHIN THE
PREFERRED RANGE, ACTIONS DESCRIBED IN SECTION 5.1.11 OF THE WATER
EFFICIENT LANDSCAPING STANDARDS MUST BE TAKEN.
2.SPRINKLERS WITHIN INDIVIDUAL IRRIGATION ZONE SHALL HAVE MATCHED
PRECIPITATION RATES, UNLESS OTHERWISE DIRECTED BY THE
MANUFACTURER'S RECOMMENDATIONS.
3.SLOPES GREATER THAN TWENTY-FIVE PERCENT (25%) SHALL NOT USE
SPRINKLERS WITH AN APPLICATION RATE EXCEEDING 0.75 INCHES PER HOUR.
REFER TO CITY OF ASPEN WATER EFFICIENT LANDSCAPING STANDARDS
SECTION 5.2.4 FOR EXCEPTIONS, AND TO SECTION 5.5 FOR LANDSCAPE
SCHEDULING TO PREVENT RUNOFF.
4.AS PER WELS SECTION 4.3.2 (L&M), ANY DISTURBANCE UNDER EXISTING TREES
REQUIRES REVIEW AND APPROVAL OF THE CITY FORESTER.
5.AN IRRIGATION MAINTENANCE SCHEDULE AND IRRIGATION MANAGEMENT
PLAN IS REQUIRED AS DESCRIBED IN SECTIONS 5.4 THROUGH 5.8 OF THE
ASPEN WATER EFFICIENT LANDSCAPING STANDARDS.
ENSURE THE FOLLOWING:
1.TURF GRASS SPRINKLER HEADS SHALL HAVE A DISTRIBUTION UNIFORMITY OF
0.65 OR HIGHER USING THE PROTOCOL DEFINED IN ASABE/ICC 802-2014.
2.POP-UPS IN TURF AREAS HAVE A MINIMUM HEIGHT OF 6".
INSTALLATION GENERAL NOTES
CITY OF ASPEN GENERAL NOTES
THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE
DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY
OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW
PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME
SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S
REPRESENTATIVE.
WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE
LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER
WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL
THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR
MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS,
NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE
APPROVED BY OWNER'S REPRESENTATIVE.
IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY.
INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA.
THE IRRIGATION CONTRACTOR SHALL INSTALL A LOCKABLE ISOLATION
GATE VALVE ASSEMBLY DOWNSTREAM OF THE BACKFLOW PREVENTION
DEVICE AT THE APPROXIMATE LOCATION SHOWN, PER CITY OF ASPEN
REQUIREMENTS.
THIS IS A TEMPORARY IRRIGATION ZONE. IT MAY BE USED FOR 3 YEARS FOR
THE ESTABLISHMENT OF NATIVE GRASSES. AFTER 3 YEARS, OWNER SHALL
TURN OFF ZONE AND REMOVE ASSOCIATED VALVE AND SPRINKLERS.
LATERAL PIPING SHALL BE ABANDONED BELOW GRADE.
THIS ZONE SERVES NATIVE GRASS IN A WILDFIRE BUFFER AREA. THIS VALVE
SHALL STAY IN PERMANENT OPERATION FOR ONGOING WILDFIRE
PROTECTION.
CONSTRUCTION NOTES
IRRIGATION LEGEND
INLINE DRIP TUBING:NETAFIM TLCV09-12 WITH RAINBIRD XQF DRIPLINE HEADER
I HAVE COMPLIED WITH THE CRITERIA OF THE WATER EFFICIENT LANDSCAPING STANDARDS AND APPLIED THEM ACCORDINGLY
FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.
BRENT JEFFERY, CID #23678 DATE
06/02/2022
REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM
QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC
ISOLATION GATE VALVE ASSEMBLY:MATCO 514
POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY
UNCONNECTED PIPE CROSSING
IRRIGATION CONTROLLER UNIT WITHC IQ NCC CARTRIDGE &
WR-2 WIRELESS RAIN/FREEZE SENSOR
CONTROLLER A: RAIN BIRD ESP-LXMEF
LATERAL PIPE TO SPRINKLERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
MAINLINE PIPE:
1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
LATERAL PIPE TO TREE EMITTERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
LATERAL PIPE TO DRIP EMITTERS:
3/4-INCH SIZE UNLESS OTHERWISE INDICATED, ROUTING IS DIAGRAMMATIC
UV RADIATION RESISTANT POLYETHYLENE
SLEEVES:CLASS 200 PVC
MASTER VALVE ASSEMBLY:RAIN BIRD 100-PESB
FLUSH CAP ASSEMBLY
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LM O HUNTER PROS-06-PRS40-CV W/MP1000 NOZZLES
40 PSI 8 FEET TO 15 FEET
M-0.42 L-0.63 O-0.84
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
RGK HUNTER PROS-06-PRS40-CV W/MP2000 NOZZLES
40 PSI
K-0.77 G-1.10 R-1.48
13 FEET TO 21 FEET
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
YB A HUNTER PROS-06-PRS40-CV W/MP3000 NOZZLES
40 PSI
B-1.82 Y-2.73 A-3.64
22 FEET TO 30 FEET
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LST RST SST HUNTER PROS-06-PRS40-CV W/MPSTRIP NOZZLES
40 PSI
SST - 4'X24'-0.34 5'X30'-0.47 LCS/RCS - 4'X12'-0.17 5'X15'-0.23
ADJUSTABLE RECTANGULAR SPRAY
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LB HUNTER PROS-06-PRS40-CV W/MP3500 NOZZLE
40 PSI
90°-1.28 180°-2.86 210°-3.29
31 FEET TO 35 FEET
INLINE TREE DRIP RING ASSEMBLY:RAIN BIRD XFS-CV-09-12
REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS:
RAIN BIRD PEB (SIZED PER PLAN)
FLOW SENSOR ASSEMBLY:F FLOWMEC QS200-10 ULTRASONIC
LOCKABLE VALVE PER ASPEN WELS SECTION 5.1.3
1
2
3
4
RAIN/FREEZE SENSOR:RAIN BIRD WR-2
BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA
INLINE DRIP TUBING:NETAFIM TLCV26-12 WITH RAINBIRD XQF DRIPLINE HEADER
5
6
IRRIGATION
LEGEND &
NOTES
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
06/02/2022
JB JB, BI
100%
CONSTRUCTION
DOCUMENTS
IR-1
06/20/2022
The original WELS approval was for 21,734 sf
of temporary irrigated area, including areas in
the ROW. The Temporary Water Service
Agreement may have to be adjusted with the
City Water Dept. Are City ROW areas not
being irrigated temporarily in this iteration?
18
'
-
0
1
/
2
"
POC
SIZE: 1-INCH
PRESSURE: 70 PSI
FLOW: 25 GPM
CONTROLLER
120 VAC POWER REQUIRED
SPA
30
40
30
30
30
30
3040
40
30
30
3030
40
30
40
40
30
30
30
30
40
40
3030
30
30
30
40
4040
30
114"
11 4"
114"
11 4"
11 4"
A1
Drip
0.27
1"
A2
3.42
1.02
1"
A3
4.75
1.96
1"
A4
4.29
0.41
1"A5
7.00
1.58
1"
A6
4.72
0.41
1"
A7
2.00
1.05
1"
A8
25.5
0.25
1"
A9
2.76
0.41
1"
A10
20.2
0.28
1"
A12
7.25
1.05
1"
A13
Drip
0.27
1"
A14
5.66
1.45
1"
A15
14.8
0.48
1"A16
Drip
0.27
1"
A20
23.6
0.24
1"
A21
7.25
1.06
1"
A22
9.23
0.21
1"
A24
8.00
1.06
1"
A25
3.81
0.41
1"A27
2.33
0.28
1"
A28
1.92
0.41
1"
A29
13.3
0.51
1"
A23
3.53
0.41
1"
A19
Drip
0.27
1"
A11
1.08
0.41
1"
A31
0.55
0.41
1"
A30
3.25
1.07
1"
A26
6.00
1.05
1"
A32
16.4
0.33
1"
A17
8.08
0.26
1"
A18
12.5
0.35
1"
A
F
2
B
B
B
B
A
A
A
B
B
B
M
K
K
K
K
K
K
5
5
5
5
4
M
M
L
B
B
K
G
R
R
O
K
K
G
K
G
K
K
K
K
K
K
K
K
R
R
R
R
R R
R
R
R
B
A
AA
B
B
Y
A
B
A
A
R
R
M
K
K
K
K
K KK
K
K
K
R
R
1
5
5
6
6
RR
R
R
K
K K
M
M
MC
M
K
K
K
K
K
R
R
R
R
R
K
5
K
BK
G G
B
K
B
B
K
K
K
G
K
K
K
B
B
A
R
R
R
A1141"
INDICATES LATERAL DISCHARGE (GPM)
INDICATES VALVE SIZE (INCHES)
INDICATES CONTROLLER AND STATION NUMBER
INDICATES ZONE DESIGN PRESSURE (PSI)
INDICATES PRECIP. RATE (INCHES PER HOUR)0.50
30
THE IRRIGATION SYSTEM POINT-OF-CONNECTION (POC) SHALL BE
DOWNSTREAM OF THE IRRIGATION WATER TAP AND METER INSTALLED BY
OTHERS AT THE APPROXIMATE LOCATION SHOWN. INSTALL BACKFLOW
PREVENTION UNIT AND MASTER VALVE ASSEMBLY AS INDICATED, SAME
SIZE AS POC. VERIFY EXACT LOCATION OF POC WITH OWNER'S
REPRESENTATIVE.
WALL MOUNT THE IRRIGATION CONTROLLER AT THE APPROXIMATE
LOCATION SHOWN. COORDINATE ELECTRICAL POWER TO THE CONTROLLER
WITH THE OWNER'S REPRESENTATIVE. CARE SHOULD BE TAKEN TO INSTALL
THE IRRIGATION CONTROLLER IN A LOCATION THAT IS ACCESSIBLE FOR
MAINTENANCE, AND SCREENED FROM VIEW EITHER BEHIND ENTRY WALLS,
NEXT TO BUILDINGS, OR BEHIND PLANT MATERIAL. FINAL LOCATION TO BE
APPROVED BY OWNER'S REPRESENTATIVE.
IRRIGATION SHOWN OUT OF LANDSCAPED AREA FOR CLARITY ONLY.
INSTALL IRRIGATION COMPONENTS WITHIN LANDSCAPED AREA.
THE IRRIGATION CONTRACTOR SHALL INSTALL A LOCKABLE ISOLATION
GATE VALVE ASSEMBLY DOWNSTREAM OF THE BACKFLOW PREVENTION
DEVICE AT THE APPROXIMATE LOCATION SHOWN, PER CITY OF ASPEN
REQUIREMENTS.
THIS IS A TEMPORARY IRRIGATION ZONE. IT MAY BE USED FOR 3 YEARS FOR
THE ESTABLISHMENT OF NATIVE GRASSES. AFTER 3 YEARS, OWNER SHALL
TURN OFF ZONE AND REMOVE ASSOCIATED VALVE AND SPRINKLERS.
LATERAL PIPING SHALL BE ABANDONED BELOW GRADE.
THIS ZONE SERVES NATIVE GRASS IN A WILDFIRE BUFFER AREA. THIS VALVE
SHALL STAY IN PERMANENT OPERATION FOR ONGOING WILDFIRE
PROTECTION.
CONSTRUCTION NOTES
IRRIGATION LEGEND
INLINE DRIP TUBING:NETAFIM TLCV09-12 WITH RAINBIRD XQF DRIPLINE HEADER
REMOTE CONTROL DRIP VALVE ASSEMBLY:RAIN BIRD XCZ-PRB-100-COM
QUICK COUPLING VALVE ASSEMBLY:RAIN BIRD 5RC
ISOLATION GATE VALVE ASSEMBLY:MATCO 514
POINT-OF-CONNECTION ASSEMBLYPOINT-OF-CONNECTION ASSEMBLY
UNCONNECTED PIPE CROSSING
IRRIGATION CONTROLLER UNIT WITHC IQ NCC CARTRIDGE &
WR-2 WIRELESS RAIN/FREEZE SENSOR
CONTROLLER A: RAIN BIRD ESP-LXMEF
LATERAL PIPE TO SPRINKLERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
MAINLINE PIPE:
1 1/4-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
LATERAL PIPE TO TREE EMITTERS:
1-INCH SIZE UNLESS OTHERWISE INDICATED
CLASS 200 PVC
LATERAL PIPE TO DRIP EMITTERS:
3/4-INCH SIZE UNLESS OTHERWISE INDICATED, ROUTING IS DIAGRAMMATIC
UV RADIATION RESISTANT POLYETHYLENE
SLEEVES:CLASS 200 PVC
MASTER VALVE ASSEMBLY:RAIN BIRD 100-PESB
FLUSH CAP ASSEMBLY
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LM O HUNTER PROS-06-PRS40-CV W/MP1000 NOZZLES
40 PSI 8 FEET TO 15 FEET
M-0.42 L-0.63 O-0.84
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
RGK HUNTER PROS-06-PRS40-CV W/MP2000 NOZZLES
40 PSI
K-0.77 G-1.10 R-1.48
13 FEET TO 21 FEET
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
YB A HUNTER PROS-06-PRS40-CV W/MP3000 NOZZLES
40 PSI
B-1.82 Y-2.73 A-3.64
22 FEET TO 30 FEET
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LST RST SST HUNTER PROS-06-PRS40-CV W/MPSTRIP NOZZLES
40 PSI
SST - 4'X24'-0.34 5'X30'-0.47 LCS/RCS - 4'X12'-0.17 5'X15'-0.23
ADJUSTABLE RECTANGULAR SPRAY
POP-UP ROTATING SPRAY SPRINKLER:
PRESSURE: RADIUS:
FLOW (GPM):
LB HUNTER PROS-06-PRS40-CV W/MP3500 NOZZLE
40 PSI
90°-1.28 180°-2.86 210°-3.29
31 FEET TO 35 FEET
INLINE TREE DRIP RING ASSEMBLY:RAIN BIRD XFS-CV-09-12
REMOTE CONTROL VALVE ASSEMBLY FOR SPRINKLER LATERALS:
RAIN BIRD PEB (SIZED PER PLAN)
FLOW SENSOR ASSEMBLY:F FLOWMEC QS200-10 ULTRASONIC
LOCKABLE VALVE PER ASPEN WELS SECTION 5.1.3
1
2
3
4
RAIN/FREEZE SENSOR:RAIN BIRD WR-2
BACKFLOW PREVENTION ASSEMBLY:FEBCO 825YA
INLINE DRIP TUBING:NETAFIM TLCV26-12 WITH RAINBIRD XQF DRIPLINE HEADER
5
6
IRRIGATION
PLAN
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
06/02/2022
JB JB, BI
100%
CONSTRUCTION
DOCUMENTS
IR-2
0 feet32
1/16" = 1'-0"
16 48 64
N O R T H 06/20/2022
Is this design irrigating the trees and
shrubs to the west and/or bocce
court to east (13' radius rotating
popups spec'd)? Please explain this
situation and revise irrigation plans,
hydrozone plans, and/or water
budget calculations accordingly.
BACKFLOW PREVENTION
UNIT ASSEMBLY 2 FLOW SENSOR
ASSEMBLY
ISOLATION GATE VALVE ASSEMBLY
2.5-INCH MAINLINE AND SMALLER
QUICK COUPLING
VALVE ASSEMBLY
REMOTE CONTROL TURF
VALVE ASSEMBLY
REMOTE CONTROL DRIP
VALVE ASSEMBLY
6-INCH POP UP
MP-ROTATOR ASSEMBLY
WALL MOUNT
CONTROLLER ASSEMBLY
MASTER VALVE
ASSEMBLY
PLAN VIEWPROFILE VIEW
TYPICAL IRRIGATION CONTROLLER GROUNDING
ROD OR PLATE INSTALLATION
3 4
5 76
9 108
1
IRRIGATION
DETAILS
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
06/02/2022
JB JB, BI
100%
CONSTRUCTION
DOCUMENTS
IR-3
06/20/2022
TYPICAL TRENCHING
DETAIL
TYPICAL SLEEVING
DETAIL
DRIP FLUSH CAP
ASSEMBLY
TYPICAL VALVE BOX
INSTALLATION
RCV
A1
RCV
A2
RCV
A3
QC
12 13 14
15 1716 INLINE DRIP RING SPIRAL
ASSEMBLY FOR TREES
EMITTER SCHEDULESINGLE OUTLET DRIP
EMITTER ASSEMBLY11
19
18
20
SUBSURFACE DRIP
ASSEMBLY IN SHRUB BEDS
SUBSURFACE DRIP
ASSEMBLY IN TURF AREAS
QF DRIPLINE HEADER
ASSEMBLY
IRRIGATION
DETAILS
MN
K
N
L
L
C
.
AS
P
E
N
,
C
O
L
O
R
A
D
O
C
DATE#DESCRIPTION
ISSUE DATE:
SHEET NUMBER
REVIEWED:
PROJECT NUMBER:
DRAWN:
1
REVISIONS
6183
2 3 4 5 6 7
A
B
C
D
E
C O P Y R I G H T D E S I G N W O R K S H O P, I N C.
F
8 9
1 2 3 4 5 6 7 8 9
W W W . D E S I G N W O R K S H O P . C O M
DESIGN WORKSHOP
Landscape Architecture · Land Planning
Urban Design · Tourism Planning
Asheville · Aspen · Austin · Chicago · Denver · Dubai
Houston · Lake Tahoe · Los Angeles · Shanghai
120 East Main Street
(970) 925-8354
(970) 920-1387
Aspen, Colorado 81611
68
8
S
P
R
U
C
E
S
T
R
E
E
T
RE
S
I
D
E
N
C
E
06/02/2022
JB JB, BI
100%
CONSTRUCTION
DOCUMENTS
IR-4
06/20/2022