HomeMy WebLinkAbout20220819 - BP_Permit_DHM SETScale: 1" = 30'-0"
0'15'30'60'
OVERALL
SITE PLAN
L1.0
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
PROPOSED
RESIDENCE
FFE 7347'
SEE ARCH. DWGS.
EXISTING
DITCH
50
20'X40' POOL
NOTES
EXISTING CONTOURS
1.REFER TO CIVIL SITE PLAN FOR FULL
EXTENTS OF SITE DISTURBANCE;
INCLUDING SITE GRADING, UTILITIES, AND
DRAINAGE.
2.SEE SHEET MATCHLINES ON THIS
OVERALL PLAN FOR DETAILED SITE PLANS
AT EXISTING RESIDENCE, AND POND.
3.EXISTING TREE LOCATIONS ARE
APPROXIMATE AS SHOWN ON PLANS.
LOCATIONS TO BE COORDINATED W/ FINAL
DESIGN PLANS.
LEGEND
PROPOSED CONTOURS
APPROXIMATE LOCATIONS OF
EXISTING TREE GROUPINGS
SHEET MATCHLINE
PROPOSED CONCRETE DRIVE;
PER CIVIL
PROPOSED ENTRY DRIVE; PER
CIVIL
PROPOSED POND
.85 AC
7325' WSEL
18
20
22
24
26
28
30
32
34
36
38
40
42
44
46
48
50
TURF LAWN
32
30
28
26
26
26
24
22
20
18
16
14
12 EX. GRAVEL ROAD48
+47 T.P.
+34.5
+32.5
GARAGE
FFE 7347'
48
48
50
AUTOCOURT
+47
34
36
38
40
42
44
46
32
+32.5
+35.5 T.P.
+27.5
PROPOSED OWTS;
SEE CIVIL PLANS
PROPOSED PUMPHOUSE
PROPOSED YOGA DECK
& MEDITATION GARDEN
DOCK & FIREPIT DWELL
SPACE
PROPOSED SPA
OUTDOOR
GRILL
CULVERT AND CONNECTION
TO EXISTING DITCH PER
CIVIL
WATER FEATURE B
DITCH FEATURE A
BEGINNING OF PROPOSED WEST
DITCH CHANNEL; SEE CIVIL PLANS
FOR DIVERSION STRUCTURE AND
EXTENTS OF SITE GRADING
PORTION OF EXISTING DITCH FLOW TO
BE PIPED TO TOP OF WATER FEATURE;
SEE CIVIL PLANS FOR CATCH BASIN
EXISTING ROAD
ASPHALT
DRIVE
SHEET MATCHLINE; SEE L1.4
SHEET MATCHLINE; SEE L1.4SHEET MATCHLINE; SEE L1.4SHEET MATCHLINE; SEE L1.4SHEET MATCHLINE; SEE L1.1
SHEET MATCHLINE; SEE L1.1
PROPOSED LOCATION OF SEPTIC;
TANK; SEE CIVIL PLANS.
PIPED SECTION OF PARTIAL FLOW
TO EAST STREAM CHANNEL
FEATURE; RE CIVIL PLANS
LOW LEVEL OUTLET DRAIN
PIPE FOR AUGMENTATION
FLOWS TO WEST COULTER
CREEK; SEE CIVIL DWGS.
+46 T.P.ENTRY DROP-OFF
Scale: 1" = 10'-0"
0'5'10'20'
PLAN LEGEND
1.GRADING SHOWN IS ON THESE PLANS IS CONCEPTUAL. SEE CIVIL PLANS
FOR ALL PROPOSED UTILITIES, DRAINAGE, AND FINAL GRADING.
2.BOULDER QUANTITIES ARE APPROX. AND DO NOT ACCOUNT FOR
VERTICAL COURSES IN WALLS.
3.CONTRACTOR TO COORDINATE WITH L.A. ON FINAL CONCRETE LAYOUT
AND SCORING PATTERN.
NOTES:
SITE MATERIALS
PLAN - HOUSE
L1.1
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
1.5
1.1
1.5
32
+34.5 T.P.
+47 Top of deck
2.2
3.4
PROPOSED RESIDENCE
FFE +7347.0
MAIN LEVEL
EXISTING CONTOURS
PROPOSED CONTOURS
APPROXIMATE LOCATIONS OF EX.
TREE GROUPINGS
PROPOSED
ENTRY DRIVE
38
40
42
44
34
36
42
38
40
+35
+32.5 B.S.
+35.5 +34.5
+40
+46.2
+43
44
46
48
48
+42
+42.5
+35.2
WSEL:
+41.5
+39
+46.2
SCUPPER +47.5
Slope per Civil
T.W.= +48
WSEL= +47.5
GARAGE
FFE +7347.0
3436
34 Slope to drain1.3
1.1
1.4
1.1
1.2
4.1
8.1
8.5
20X40 POOL WITH TILED
INFINITY EDGE
4.4
4.3
3.5
5.2
10x10 Scoring pattern with 12" border
PROPOSED
ENTRY DRIVE
4.4
OVERHEAD DINING
STRUCTURE; PER
ARCH
8' x 3.5' area for
garden storage or
outdoor shower; final
design tbd
Board formed
concrete wing walls;
per civil
CMP; Per Civil
+47
5.1
5.3
5.2
5.1
8.2
APPROXIMATE
LOCATION OF
EXISTING
VEGETATION
TO REMAIN
2.3
8.3
46
6.2
Stone Veneer Planter/Retaining Wall
SITE MATERIALS AND DETAILS KEY:
PAVEMENTS1.0 DETAIL / SHEET
1/L-3.0Mortar Set Flagstone Paving
2.0
2/L-3.1
STAIRS
3.0 SITE WALLS
1.1 3.1
MISCELLANEOUS SITE FEATURES4.0
1/L-3.3
4/L-3.11Steel Edger
5.0 LANDSCAPE ELEMENTS
4.1
5.1
Custom Pool and Spa by Hydropools LLC
6.0 FENCING
Stacked Boulder Retaining Wall3.2 4/L-3.1
5/L-3.0Crusher Fines Paving1.4
2/L-3.0Mortar Set Flagstone Paving with Snowmelt1.3
7.0 SITE LIGHTING
Refer to Site Lighting Plans
Wood Privacy/Garden Fence 1/L-3.46.1
1 & 2 /L-3.5Outdoor Kitchen4.3
Stone Veneer Cheek Wall3.3 3/L-3.1
4/L-3.0Exposed Aggregate Concrete Paving1.5
Stone Veneer Concrete Weir Wall3.4 Per Struct.
2/L-3.4Raised Planter Beds4.4
1/L-3.8Yoga Platform/Deck4.5
Site Boulder5.2
Imported Boulders5.3
3/L-3.0Sand Set Flagstone Paving1.2
2/L-3.4Garden Gate6.2
1/L-3.7Enhanced Stream Channel
8.0 STREAM FEATURE
8.1
3/L-3.7Boulder Drop Structure8.2
2/L-3.7Stone Slab Crossing8.3
2 & 4/L-3.8Steel Weir/Scupper8.4
1/L-3.9Typical Pond Edge
9.0 POND FEATURES
9.1
6/L-3.9Pond Edge Access Boulders9.2
2/L-3.9Habitat Structure Type A9.3
3/L-3.9Habitat Structure Type B9.4
4/L-3.9Habitat Structure Type C9.5
1/L-3.10Wood & Steel Dock9.6
1/L-3.10Stone Veneer Retaining Wall at Pond9.7
2/L-3.10Monolithic Stone Fire Feature9.8
1/L-3.6Enhanced Ditch Conveyance (Un-lined)8.5
2/L-3.6Boulder Drop Structure (Un-lined Ditch)8.6
PER CONTRACTORWildlife Fencing6.3
1/L-3.8Milled Log Benches @ Pond4.6
1/L-3.2Mortar Set Stone Steps with Cheek Walls
2/L-3.2Stone Slab Steps
2.1
2.2
3/L-3.2Stone Slab Steps in Landscape2.3
SHEET MATCHLINE
GUARDRAIL WITH BASE
PLATE EMBEDDED IN
RET. WALL;
RE: STRUCTURAL DWGS
1.4
4.4
6.1 Landscape planting bed; Re: Plans
2.2
8.6
2.1
Buried pool equipment vault;
refer to pool dwgs.
5.4
5.4
1.4
4.1
10X10 CUSTOM SPA
2nd LEVEL DECK PER ARCH; STONE
PAVING TO CONTINUE BELOW
5.4
3.3
1.4
Source pool catch basin product
and elevations per civil;
1.4
8.2
38
40
36
34
42
44
3.1
2.2
1.2
4.5
8.2
8.1
8.2
TURF LAWN
RE: PLANTING PLANS
+47
Slope to drain4:1 slopeDETAIL / SHEET DETAIL / SHEET DETAIL / SHEET
EXPOSED AGGREGATE PAVING
ROAD BASE PAVING; PER CIVIL
Proposed
Septic;
per civil
5/L-3.9Pond Edge Boulders9.9
Stone Veneer Retaining Wall at Patio3.5 1/L-3.1
1.1
Scale: 1" = 4'-0"
0'2'4'8'
PLAN LEGEND
1.ALL SITE MATERIALS AND FINISHES PENDING COORDINATION
AND FINAL REVIEW WITH OWNER.
2.GRADING SHOWN IS ON THESE PLANS IS CONCEPTUAL. SEE
CIVIL PLANS FOR ALL PROPOSED UTILITIES, DRAINAGE, AND
FINAL GRADING.
NOTES:
SITE MATERIALS
PLAN - SPA
ENLARGEMENT
L1.2
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
EXISTING CONTOURS
PROPOSED CONTOURS
TREES TO REMAIN
EXPOSED AGGREGATE PAVING
ROAD BASE PAVING; PER CIVIL
+46.2
3.5
1.3
1.3
3.3
10'X10'
SPA
4.1
+35 T.P.2%20'X40' POOL
INFINITY EDGE WALL
TO BE DESIGNED BY OTHERS
2.2
2.2
2.2
+32.5 B.S.
+35.5 +34.5
34
36
34
8.5
8.6
1.2
5.3
+34.5 T.P.
+32.5 B.S.
2.12%
1.2
+46.2
+40
+43
2.2
2.2
4.4
3.3
+47
OVERHEAD STRUCTURE
PER ARCHITECT
DOUBLE-SIDED
FIREPLACE PER
CONTRACTOR
RE: STRUCTURAL PLANS
FOR MODIFIED RETAINING
WALL AND GAURDRAIL
DETAILS IN THIS
LOCATION
1.3
SLOT DRAIN;PER CIVIL:
BRICKSLOT 200 OR EQ
8x6 SPA EQUIP VAULT TO BE BURIED.
REFER TO POOL DWGS FOR
EQUIPMENT DETAILSslope to drainAUTOCOVER: RE SPA DWGS
+37
38
40
Stone Veneer Planter/Retaining Wall
SITE MATERIALS AND DETAILS KEY:
PAVEMENTS1.0 DETAIL / SHEET
1/L-3.0Mortar Set Flagstone Paving
2.0
2/L-3.1
STAIRS
3.0 SITE WALLS
1.1 3.1
MISCELLANEOUS SITE FEATURES4.0
1/L-3.3
4/L-3.11Steel Edger
5.0 LANDSCAPE ELEMENTS
4.1
5.1
Custom Pool and Spa by Hydropools LLC
6.0 FENCING
Stacked Boulder Retaining Wall3.2 4/L-3.1
5/L-3.0Crusher Fines Paving1.4
2/L-3.0Mortar Set Flagstone Paving with Snowmelt1.3
7.0 SITE LIGHTING
Refer to Site Lighting Plans
Wood Privacy/Garden Fence 1/L-3.46.1
1 & 2 /L-3.5Outdoor Kitchen4.3
Stone Veneer Cheek Wall3.3 3/L-3.1
4/L-3.0Exposed Aggregate Concrete Paving1.5
Stone Veneer Concrete Weir Wall3.4 Per Struct.
2/L-3.4Raised Planter Beds4.4
1/L-3.8Yoga Platform/Deck4.5
Site Boulder5.2
Imported Boulders5.3
3/L-3.0Sand Set Flagstone Paving1.2
2/L-3.4Garden Gate6.2
1/L-3.7Enhanced Stream Channel
8.0 STREAM FEATURE
8.1
3/L-3.7Boulder Drop Structure8.2
2/L-3.7Stone Slab Crossing8.3
2 & 4/L-3.8Steel Weir/Scupper8.4
1/L-3.9Typical Pond Edge
9.0 POND FEATURES
9.1
6/L-3.9Pond Edge Access Boulders9.2
2/L-3.9Habitat Structure Type A9.3
3/L-3.9Habitat Structure Type B9.4
4/L-3.9Habitat Structure Type C9.5
1/L-3.10Wood & Steel Dock9.6
1/L-3.10Stone Veneer Retaining Wall at Pond9.7
2/L-3.10Monolithic Stone Fire Feature9.8
1/L-3.6Enhanced Ditch Conveyance (Un-lined)8.5
2/L-3.6Boulder Drop Structure (Un-lined Ditch)8.6
PER CONTRACTORWildlife Fencing6.3
1/L-3.8Milled Log Benches @ Pond4.6
1/L-3.2Mortar Set Stone Steps with Cheek Walls
2/L-3.2Stone Slab Steps
2.1
2.2
3/L-3.2Stone Slab Steps in Landscape2.3
Buried pool equipment vault;
refer to pool dwgs.
5.4
DETAIL / SHEET DETAIL / SHEET DETAIL / SHEET
5/L-3.9Pond Edge Boulders9.9
Stone Veneer Retaining Wall at Patio3.5 1/L-3.1
1.3
SITE MATERIALS
PLAN - YOGA DECK
ENLARGEMENT
L1.3
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Scale: 1" = 4'-0"
0'2'4'8'
PLAN LEGEND
1.GRADING SHOWN IS ON THESE PLANS IS CONCEPTUAL. SEE
CIVIL PLANS FOR ALL PROPOSED UTILITIES, DRAINAGE, AND
FINAL GRADING.
NOTES:
PROPOSED CONTOURS;
REFER TO CIVIL FOR FINAL SITE
GRADING AND DRAINAGE
EXISTING CONTOURS
APPROXIMATE LOCATIONS OF EX.
TREE GROUPINGS
TB=
+42.5
WSEL:
+41.5
8.2
3.4
4.5
+42.5
+42
1.2
3.3
36
42
38 40
+39+41.5
8.2
1.4
8.3
2.2
+36
+35.2
1.4
+34.5 T.P.
2.2
3.1
+32.5 B.S.
34
8.1
8.2
+42.5
TW 43
++41
TW 43
+
EXISTING SHRUBS TO REMAIN PENDING
FINAL REVIEW FROM LANDSCAPE ARCHITECT
40
5.4
PROPOSED SEPTIC;
SEE CIVIL PLANS.
POND BOTTOM:
+40.5
Stone Veneer Planter/Retaining Wall
SITE MATERIALS AND DETAILS KEY:
PAVEMENTS1.0 DETAIL / SHEET
1/L-3.0Mortar Set Flagstone Paving
2.0
2/L-3.1
STAIRS
3.0 SITE WALLS
1.1 3.1
MISCELLANEOUS SITE FEATURES4.0
1/L-3.3
4/L-3.11Steel Edger
5.0 LANDSCAPE ELEMENTS
4.1
5.1
Custom Pool and Spa by Hydropools LLC
6.0 FENCING
Stacked Boulder Retaining Wall3.2 4/L-3.1
5/L-3.0Crusher Fines Paving1.4
2/L-3.0Mortar Set Flagstone Paving with Snowmelt1.3
7.0 SITE LIGHTING
Refer to Site Lighting Plans
Wood Privacy/Garden Fence 1/L-3.46.1
1 & 2 /L-3.5Outdoor Kitchen4.3
Stone Veneer Cheek Wall3.3 3/L-3.1
4/L-3.0Exposed Aggregate Concrete Paving1.5
Stone Veneer Concrete Weir Wall3.4 Per Struct.
2/L-3.4Raised Planter Beds4.4
1/L-3.8Yoga Platform/Deck4.5
Site Boulder5.2
Imported Boulders5.3
3/L-3.0Sand Set Flagstone Paving1.2
2/L-3.4Garden Gate6.2
1/L-3.7Enhanced Stream Channel
8.0 STREAM FEATURE
8.1
3/L-3.7Boulder Drop Structure8.2
2/L-3.7Stone Slab Crossing8.3
2 & 4/L-3.8Steel Weir/Scupper8.4
1/L-3.9Typical Pond Edge
9.0 POND FEATURES
9.1
6/L-3.9Pond Edge Access Boulders9.2
2/L-3.9Habitat Structure Type A9.3
3/L-3.9Habitat Structure Type B9.4
4/L-3.9Habitat Structure Type C9.5
1/L-3.10Wood & Steel Dock9.6
1/L-3.10Stone Veneer Retaining Wall at Pond9.7
2/L-3.10Monolithic Stone Fire Feature9.8
1/L-3.6Enhanced Ditch Conveyance (Un-lined)8.5
2/L-3.6Boulder Drop Structure (Un-lined Ditch)8.6
PER CONTRACTORWildlife Fencing6.3
1/L-3.8Milled Log Benches @ Pond4.6
1/L-3.2Mortar Set Stone Steps with Cheek Walls
2/L-3.2Stone Slab Steps
2.1
2.2
3/L-3.2Stone Slab Steps in Landscape2.3
Buried pool equipment vault;
refer to pool dwgs.
5.4
DETAIL / SHEET DETAIL / SHEET DETAIL / SHEET
5/L-3.9Pond Edge Boulders9.9
Stone Veneer Retaining Wall at Patio3.5 1/L-3.1
Scale: 1" = 20'-0"
0'10'20'40'
PLAN LEGEND
1.GRADING SHOWN IS ON THESE PLANS IS CONCEPTUAL. SEE
CIVIL PLANS FOR ALL PROPOSED UTILITIES, DRAINAGE, AND
FINAL GRADING.
NOTES:
SITE MATERIALS
PLAN - POND
L1.4
PROPOSED CONTOURS;
REFER TO CIVIL FOR FINAL SITE
GRADING AND DRAINAGE
EXISTING CONTOURS
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.20222%+30
+28
PROPOSED POND
.85 AC
7325' WSEL
26
26
24
22
20
18
16
14
12
26
28
301%TURF LAWN
8.1
9.6
APPROXIMATE LOCATIONS OF EX.
TREE GROUPINGS
PROPOSED CULVERT;
PER CIVIL
REALIGNED DITCH
PROPOSED PUMPHOUSE;
SEE IRRIGATION DWGS.
PUMPHOUSE STRUCTURE TO
BE COORDINATED W/
CONTRACTOR
2.2
8.3
8.2
9.8
1.4
9.7
1.4
4.6
6.2
3:1 SLOPE9.3
9.39.3
9.3
9.3
9.4
9.4
9.5
9.5
9.5 9.5
9.2
9.2
9.2
9.2
4.6
4.6
4.6
8.5
SHEET MATCHLINE
1.4
MINOR DRAINAGE SWALE AT
TOE OF SLOPE TO DIVERAGE
DRAINAGE AROUND CRUSHER
FINES PATH
MINOR DRAINAGE SWALE AT
TOE OF SLOPE TO DIVERAGE
DRAINAGE AROUND CRUSHER
FINES PATH
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
9.9
SITE MATERIALS AND DETAILS KEY:
LOW LEVEL OUTLET DRAIN
PIPE FOR AUGMENTATION
FLOWS TO WEST COULTER
CREEK; SEE CIVIL DWGS.
Stone Veneer Planter/Retaining Wall
PAVEMENTS1.0 DETAIL / SHEET
1/L-3.0Mortar Set Flagstone Paving
2.0
2/L-3.1
STAIRS
3.0 SITE WALLS
1.1 3.1
MISCELLANEOUS SITE FEATURES4.0
1/L-3.3
4/L-3.11Steel Edger
5.0 LANDSCAPE ELEMENTS
4.1
5.1
Custom Pool and Spa by Hydropools LLC
6.0 FENCING
Stacked Boulder Retaining Wall3.2 4/L-3.1
5/L-3.0Crusher Fines Paving1.4
2/L-3.0Mortar Set Flagstone Paving with Snowmelt1.3
7.0 SITE LIGHTING
Refer to Site Lighting Plans
Wood Privacy/Garden Fence 1/L-3.46.1
1 & 2 /L-3.5Outdoor Kitchen4.3
Stone Veneer Cheek Wall3.3 3/L-3.1
4/L-3.0Exposed Aggregate Concrete Paving1.5
Stone Veneer Concrete Weir Wall3.4 Per Struct.
2/L-3.4Raised Planter Beds4.4
1/L-3.8Yoga Platform/Deck4.5
Site Boulder5.2
Imported Boulders5.3
3/L-3.0Sand Set Flagstone Paving1.2
2/L-3.4Garden Gate6.2
1/L-3.7Enhanced Stream Channel
8.0 STREAM FEATURE
8.1
3/L-3.7Boulder Drop Structure8.2
2/L-3.7Stone Slab Crossing8.3
2 & 4/L-3.8Steel Weir/Scupper8.4
1/L-3.9Typical Pond Edge
9.0 POND FEATURES
9.1
6/L-3.9Pond Edge Access Boulders9.2
2/L-3.9Habitat Structure Type A9.3
3/L-3.9Habitat Structure Type B9.4
4/L-3.9Habitat Structure Type C9.5
1/L-3.10Wood & Steel Dock9.6
1/L-3.10Stone Veneer Retaining Wall at Pond9.7
2/L-3.10Monolithic Stone Fire Feature9.8
1/L-3.6Enhanced Ditch Conveyance (Un-lined)8.5
2/L-3.6Boulder Drop Structure (Un-lined Ditch)8.6
PER CONTRACTORWildlife Fencing6.3
1/L-3.8Milled Log Benches @ Pond4.6
1/L-3.2Mortar Set Stone Steps with Cheek Walls
2/L-3.2Stone Slab Steps
2.1
2.2
3/L-3.2Stone Slab Steps in Landscape2.3
Buried pool equipment vault;
refer to pool dwgs.
5.4
DETAIL / SHEET DETAIL / SHEET DETAIL / SHEET
5/L-3.9Pond Edge Boulders9.9
Stone Veneer Retaining Wall at Patio3.5 1/L-3.1
SITE MATERIALS
PLAN - DOCK
ENLARGEMENT
L1.5
Buck Point Ranch_Permit_SITE MATERIALS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Scale: 1" = 4'-0"
0'2'4'8'
PLAN LEGEND
1.GRADING SHOWN IS ON THESE PLANS IS CONCEPTUAL. SEE
CIVIL PLANS FOR ALL PROPOSED UTILITIES, DRAINAGE, AND
FINAL GRADING.
NOTES:
PROPOSED CONTOURS;
REFER TO CIVIL FOR FINAL SITE
GRADING AND DRAINAGE
EXISTING CONTOURS
APPROXIMATE LOCATIONS OF EX.
TREE GROUPINGS
28
26
+27.52%+28
9.6
2.3
9.8
1.4
9.7
PROPOSED POND
.85 AC
7325' WSEL
+27.5
+27.25
NOTCHED WALL BELOW
DOCK PROFILE; T.O.W.
+26.5
STEEL FRAMED DOCK
W/ WOOD DECKING;
PER STRUCTURAL
+28.3
+28.6
9.3
9.5
SITE MATERIALS AND DETAILS KEY:
Stone Veneer Planter/Retaining Wall
PAVEMENTS1.0 DETAIL / SHEET
1/L-3.0Mortar Set Flagstone Paving
2.0
2/L-3.1
STAIRS
3.0 SITE WALLS
1.1 3.1
MISCELLANEOUS SITE FEATURES4.0
1/L-3.3
4/L-3.11Steel Edger
5.0 LANDSCAPE ELEMENTS
4.1
5.1
Custom Pool and Spa by Hydropools LLC
6.0 FENCING
Stacked Boulder Retaining Wall3.2 4/L-3.1
5/L-3.0Crusher Fines Paving1.4
2/L-3.0Mortar Set Flagstone Paving with Snowmelt1.3
7.0 SITE LIGHTING
Refer to Site Lighting Plans
Wood Privacy/Garden Fence 1/L-3.46.1
1 & 2 /L-3.5Outdoor Kitchen4.3
Stone Veneer Cheek Wall3.3 3/L-3.1
4/L-3.0Exposed Aggregate Concrete Paving1.5
Stone Veneer Concrete Weir Wall3.4 Per Struct.
2/L-3.4Raised Planter Beds4.4
1/L-3.8Yoga Platform/Deck4.5
Site Boulder5.2
Imported Boulders5.3
3/L-3.0Sand Set Flagstone Paving1.2
2/L-3.4Garden Gate6.2
1/L-3.7Enhanced Stream Channel
8.0 STREAM FEATURE
8.1
3/L-3.7Boulder Drop Structure8.2
2/L-3.7Stone Slab Crossing8.3
2 & 4/L-3.8Steel Weir/Scupper8.4
1/L-3.9Typical Pond Edge
9.0 POND FEATURES
9.1
6/L-3.9Pond Edge Access Boulders9.2
2/L-3.9Habitat Structure Type A9.3
3/L-3.9Habitat Structure Type B9.4
4/L-3.9Habitat Structure Type C9.5
1/L-3.10Wood & Steel Dock9.6
1/L-3.10Stone Veneer Retaining Wall at Pond9.7
2/L-3.10Monolithic Stone Fire Feature9.8
1/L-3.6Enhanced Ditch Conveyance (Un-lined)8.5
2/L-3.6Boulder Drop Structure (Un-lined Ditch)8.6
PER CONTRACTORWildlife Fencing6.3
1/L-3.8Milled Log Benches @ Pond4.6
1/L-3.2Mortar Set Stone Steps with Cheek Walls
2/L-3.2Stone Slab Steps
2.1
2.2
3/L-3.2Stone Slab Steps in Landscape2.3
Buried pool equipment vault;
refer to pool dwgs.
5.4
DETAIL / SHEET DETAIL / SHEET DETAIL / SHEET
5/L-3.9Pond Edge Boulders9.9
Stone Veneer Retaining Wall at Patio3.5 1/L-3.1
TREES CODE COMMON NAME BOTANICAL NAME CONT QTY
QG Gambel Oak Quercus gambelii B & B, Multi-stem 58
PT Quaking Aspen Populus tremuloides 3" CAL B&B 27
AS Serviceberry Amelanchier alnifolia B & B, Multi-stem 37
BO Water Birch Betula occidentalis B & B, Multi-stem 7
SHRUBS CODE COMMON NAME BOTANICAL NAME CONT QTY
SD Drummond's Willow Salix drummondiana 5 GAL 14
AA Mountain Alder Alnus tenuifolia 5 GAL 9
SM Yellow Mountain Willow Salix monticola 5 GAL 18
PLANT SCHEDULE
CONCEPT PLANT SCHEDULE
NATIVE SEED MIX 84,848 sf
-
SHRUB & PERENNIAL AREA 3,442 sf
-
ANNUAL & PERRENIAL BEDS 875 sf
-
"NATURE`S PRAIRIE" TURF 31,214 sf
Bouteloua curtipendula / Side Oats Grama
Deschampsia cespitosa / Tufted Hair Grass
Festuca ovina / Sheep Fescue
Festuca rubra rubra / Creeping Red Fescue
Koeleria macrantha / Prairie Junegrass
WETLAND BENCH MIX 3,924 sf
-
Scale: 1" = 30'-0"
0'15'30'60'
OVERALL
SITE PLANTING PLAN
L2.0
Buck Point Ranch_Permit_PLANTING.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
NOTES
EXISTING CONTOURS
1.REFER TO CIVIL SITE PLAN FOR FULL
EXTENTS OF SITE DISTURBANCE;
INCLUDING SITE GRADING, UTILITIES, AND
DRAINAGE.
2.SEE SHEET MATCHLINES ON THIS
OVERALL PLAN FOR DETAILED SITE PLANS
AT EXISTING RESIDENCE, AND POND.
3.EXISTING TREE LOCATIONS ARE
APPROXIMATE AS SHOWN ON PLANS.
LOCATIONS TO BE COORDINATED W/ FINAL
DESIGN PLANS.
LEGEND
PROPOSED CONTOURS
APPROXIMATE LOCATIONS OF
EXISTING TREE GROUPINGS
TURF LAWN
MOW EDGE
NOTES:
1.SEE SITE MATERIALS PLAN FOR DISTRIBUTION OF
SNOWMELT PAVING.
2.STONE TO BE RANDOM FLAGSTONE WITH
IRREGULAR SHAPE & SIZE.
3.EXPANSION JOINTS TO BE PLACED AS PER CIVIL
SPECIFICATIONS.
1" DEPTH MORTAR
SETTING BED FOR
STONE
JOINTS TO BE FLUSH TYP;
FILL COMPLETELY AND
TOOL JOINTS
4" CONCRETE SLAB,
PER CIVIL
COMPACTED GRAVEL BASE
PER CIVIL
SNOWMELT TUBING AND
WELDED WIRE FABRIC,
PER MEP
STONE TO BE RANDOM
FLAGSTONE WITH
IRREGULAR SHAPE & SIZE.
NOTES:
1.STONE TO BE RANDOM FLAGSTONE WITH
IRREGULAR SHAPE & SIZE.
2.EXPANSION JOINTS TO BE PLACED AS PER CIVIL
SPECIFICATIONS.
3.FINAL STONE SELECTION TO BE COORDINATED W/
OWNER & CONTRACTOR
1" DEPTH MORTAR SETTING BED
FOR STONE PAVERS
JOINTS TO BE FLUSH TYP;
FILL COMPLETELY AND
TOOL JOINTS
1" THICK FLAGSTONE; RANDOM
SHAPE & SIZE
4" CONCRETE SLAB,
TYP.
COMPACTED
GRAVEL BASE
PER CIVIL
SLOPE PER CIVIL
COMPACTED SUBGRADE;
PER CIVIL
COMPACTED ROAD
BASE,
CLASS 6; PER CIVIL
CONCRETE SURFACE
PER CIVIL, FINISH TO BE
COORDINATED W/
LANDSCAPE ARCHITECT
NOTES:
1.REFER TO SITE PLAN FOR LAYOUT OF CONCRETE BAND
RESTRAINT AT EDGE OF DRIVEWAY AND AUTOCOURT
ASPHALT PAVING.
2.CONCRETE FINISH TBD
3.CONTROL JOINTS SHOULD BE TOOLED OR SAWN TO
RESTRICT CRACKING. SEE PLAN FOR PROPOSED
SCORING PATTERN.
EDGE CONDITION
VARIES;SEE PLAN
FLAGSTONE PAVING
PERMEABLE JOINT OPENING AGGREGATE
2" PERMEABLE SETTING BED AGGREGATE;
OPEN-GRADED, CRUSHED, ANGULAR
STONE; ASTM NO. 8
6" MIN. PERMEABLE BASE AGGREGATE;
OPEN-GRADED, CRUSHED, ANGULAR ASTM
NO. 57
8" MIN. PERMEABLE SUBBASE AGGREGATE,
OPEN-GRADED, CRUSHED, ANGULAR STONE;
ASTM NO. 2 OR IDOT CA-1
SUBGRADE MATERIAL: MIN. CBR - 5% (COMPACT
IF LESS THAN 5%) SLOPE TO UNDERDRAIN
GEOTEXTILE MATERIAL
PVC UNDERDRAIN
PIPE; RE CIVIL
NOTES
1.SANDSTONE MATERIAL APPLIES TO VARIOUS PAVING SIZES. SEE PLAN FOR DIFFERENCES IN SIZING AND LAYOUT.
VARIES - SEE PLANS
COMPACTED SUBGRADE
TO 90% STANDARD
PROCTOR DENSITY
ADJACENT PLANTING
VARIES; SEE PLANS
2% SLOPE
CRUSHER FINES,
4" COMPACTED DEPTH
GEOTEXTILE FABRIC.
PRE-EMERGENT TO BE APPLIED
UNDER ALL FABRIC
NOTES
1.CRUSHER FINES MATERIAL SHALL MEET THE FOLLOWING SPECIFICATIONS: CLEAN, HARD,
DURABLE PARTICLES OR FRAGMENTS OF 3 8" MINUS SELECT GREY CRUSHED GRANITE, RIVER
ROCK OR BASALT. FINES SHALL BE EVENLY MIXED THROUGHOUT THE AGGREGATE. FINES
SHALL BE ANGULAR AND MINIMUM OF 90% SHALL HAVE AT LEAST ONE FRACTURED FACE.
2.TRAIL SUB BASE SHALL BE ROLLED AND COMPACTED WITH NO LESS THAN 10 PASSES OF THE
ROLLER. CRUSHER FINE APPLICATION SHALL BE WATERED, ROLLED AND COMPACTED WITH
NO LESS THAN 5 PASSES EACH OF THE ROLLER. NO TRAIL COMPACTION TESTING WILL BE
REQUIRED
3.PROVIDE A FABRIC UNDER THE ENTIRE EXTENT OF THE CRUSHER FINES TRAIL. TYPE #3401
THERMALLY POLYPROPYLENE, NON-WOVEN, THIN WEED CONTROL FABRIC 4.0 OZ/LINEAL
YARD WEIGHT OR APPROVED SUBSTITUTION.
7
L.6.3
STEEL EDGER
STAKED
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
EXPOSED AGGREGATE CONCRETE PAVING 4
L3.0
MORTAR SET STONE PAVING1 MORTAR SET STONE PAVING WITH SNOWMELT2
SCALE: 3/4" = 1' - 0"
SCALE: 1/2" = 1' - 0"
SANDSET FLAGSTONE PAVING
SCALE: 1" = 1' - 0"
3
SCALE: 3/4" = 1' - 0"
SITE DETAILS
L3.0
L3.0L3.0 L3.0
CRUSHER FINES PAVING
SCALE: 1/2" = 1' - 0"
5
L3.0
NOTES1.REFER TO STRUCTURAL DWGS. FOR WALL DETAILS ANDALL REQUIRED REBAR REINFORCEMENTS.2.SEE STRUCTURAL DWGS. FOR ALL SUBGRADE ANDSTRUCTURAL INFRASTRUCTURE REQUIRED UNDERPATIO AREAS.SEE PLANTING PLAN2L.3.0MORTAR SET PAVINGWITH SNOWMELTCONDITIONVARIES;SEEPLANHOLD 2" BELOW TOP OF PAVINGFOR MULCH BED. SEE TYP.SHRUB PLANTING DETAIL.18-24" PLANTING SOIL; SEESHRUB PLANTING DETAIL 3L3.11COMPACTEDSTRUCTURAL FILLCONSTRUCTION JOINTPER STRUCTURALCONCRETE FOOTER TO FROSTDEPTH PER STRUCTURALSEE PLANTING PLAN2L.3.0MORTAR SET PAVINGWITH SNOWMELTSLOPE PER CIVILNOTES1.CONTRACTOR TO MATCH STONE VENEER TO MATERIALUSED ON ALL EXTERIOR STONE WALLS.2.REFER TO STRUCTURAL DWGS. FOR WALL DETAILS ANDALL REQUIRED REBAR REINFORCEMENTS.3.SEE STRUCTURAL DWGS. FOR ALL SUBGRADE ANDSTRUCTURAL INFRASTRUCTURE REQUIRED UNDERPATIO AREAS.4.REFER TO CIVIL PLANS FOR ALL TOP & BOTTOM OFWALLS.SAND SETTING BED & GRAVELPER CONTRACTORSTONE VENEER TO MATCHEXT. ARCH.HEIGHT VARIES;RE: PLANSRAILING DIMENSIONING &DETAIL PER CONTRACTOR1" OVERHANG TYP.REFER TO STRUCTURAL DWGS.FOR HANDRAIL EMBED DETAIL1234" WASHED GRAVEL BACKFILLWRAPPED IN MIRAFI 140NFILTER FABRIC OR SIMILARGEOSYNTHETIC MATERIAL.6" - 12" TOPSOIL CAP,GRADE TO DRAIN OVERWALLPREPARED SUBGRADEFILTER FABRICCOMPACTED SUBGRADEBURY 13 OVERALL HEIGHTOF BOULDERNOTES1.HEIGHT OF WALL VARIES; SEE SITEMATERIALS PLAN FOR TOP AND BOTTOMOF WALL ELEVATIONS.2.MATERIAL FOR BOULDER WALLS TO BESOURCED ON SITE IF POSSIBLE AND TO BECOORDINATED WITH AND APPROVED BYL.A.3% MAX.2' TO 5' DIA. MOSS-ROCKBOULDERSFINISHED GRADE1L.3.0MORTAR SET PAVING316" JOINT TYP. OFFSET JOINTINGBETWEEN RISERSANGLE IRONVENEER LEDGE TYP.CONCRETE WALL;PER STRUCTURAL ENG.6"STONE VENEER TO EXTEND 6"BELOW FINISH GRADEAT BOTTOM OF WALLSTONE VENEER TYP.SEE ENLARGEMENT ABOVESTONE VENEER TO MATCH EXT.ARCH.ADJACENT PLANTING;RE: PLANBuck Point Ranch_Permit_DETAILS.dwgCarbondale CO. 81623 | 970.963.6520311 Main Street, Suite 102ECOLOGICAL DESIGNLAND PLANNING & URBAN DESIGNLANDSCAPE ARCHITECTURE21254.01Buck Point Ranch
1708 CR 121, Carbondale
CO 81623PROJECT NO: PHASE BUILDING PERMIT APPLICATION ADDENDUM08.12.2022STONE VENEER STEM WALL AT PATIO WITH GAURDRAIL1L3.1SCALE: 1" = 1' - 0"SCALE: 1" = 1' - 0"STONE VENEER PLANTER / RETAINING WALL AT EDGE OF PATIO2WALL DETAILSL3.1L3.1BOULDER WALLSCALE: NTS4L.3.1SCALE: 1" = 1' - 0"STONE VENEER CHEEK WALL3L3.1
SNOWMELT TUBING PER M.E.P.SEE PLANS FOR EXTENTSRE: PLANS6" TYP 1% TYPCONCRETE BASE DIMENSIONSAND REINFORCEMENT;RE: STRUCTURAL1/2" MORTAR SETTING BEDADJACENT PAVINGRE: PLANNOTES1.SEE SITE PLAN FOR STAIR LOCATIONS AS NUMBER OFRISERS AND TREAD WIDTHS VARY.2.REFER TO CIVIL PLANS FOR TOP AND BOTTOM OF STAIRELEVATIONS.3.STONE VENEER TO MATCH PATIO; FINAL STONE TYPE,COLOR TO BE DETERMINED.3L.3.0RISER FACE TO MATCH PATIO PAVINGRE: PLAN FOR LAYOUT, NUMBER OFTREADS AND TREAD LENGTHMORTAR SET PAVINGWITH SNOWMELTROCK FACE STONE TREADS TO MATCHPAVING6" TYP.2" PERMEABLE SETTING BEDAGGREGATE; OPEN-GRADED,CRUSHED, ANGULAR STONE; ASTMNO. 8TREAD TYPE 2: 60"L X 24"W X6"DROUGH SNAPPED SANDSTONESLABS1'-6" TYP.DRY-STACKED BOULDER WALLPAVEMENT MATERIAL VARIES; SEEPLAN4L3.1DRYSTACKED STONE STEPSTO MATCH STONE STEPS ATHOUSE1% SLOPE,TYP.TYP.18"COMPACTED ROADBASE OR GRAVELBOTTOM RISER TO BE 8"THICK MIN. WITH 1" MINBURY BELOW FINISHEDGRADEREPAIR LANDSCAPE AT TOPOF STEPS TO LIMITS OFDISTURBANCECOMPACTED SUBGRADE6"SEE SITE PLAN; CONDITIONVARIESNOTES:1.DETAIL HAS BEEN PROVIDED TO ILLUSTRATE DESIGN INTENT.2.STAIR LAYOUT TO BE DETERMINED BY SITE CONDITIONS.3.STONE MATERIAL TO MATCH FLAGSTONE PAVING. CONTRACTOR TOSOURCE.6"4"- 6" MIN.OVERLAP,12"-14", TYP.FINAL TREAD WIDTH WILLVARY AND RELATE TO FIELDLAYOUTBuck Point Ranch_Permit_DETAILS.dwgCarbondale CO. 81623 | 970.963.6520311 Main Street, Suite 102ECOLOGICAL DESIGNLAND PLANNING & URBAN DESIGNLANDSCAPE ARCHITECTURE21254.01Buck Point Ranch
1708 CR 121, Carbondale
CO 81623PROJECT NO: PHASE BUILDING PERMIT APPLICATION ADDENDUM08.12.2022SITE STAIR DETAILSL3.2PATIO STRUCTURAL/BOULDER WALL & STONE SLAB STAIRS 2L3.2SCALE: 1" = 1' - 0"SITE STAIRS WITH SNOWMELT1SCALE: 1" = 1' - 0"L3.2STONE SLAB STEPS IN LANDSCAPE3SCALE: 1" = 1' - 0"L3.2STEPS IN LANDSCAPE CHARACTER IMAGESTONE SLAB STEPS W/ BOULDER WALL CHARACTER IMAGE
DRAIN TO BE COORDINATED
WITH CIVIL
DRY SET STONE PAVING, ONE
PAVER TO HAVE HOLES
DRILLED FOR LIFTING
STONE COPING LEDGE
TO BE INCORPORATED INTO
SPA DESIGN, BULLNOSE COPING
REBAR PER POOL
STRUCTURAL: RE:
STRUCTURAL DWGS.
10'x10'
CUSTOM
SPA
STONE PAVING CAP
BULLNOSE COPING ON
SPA EDGE, ROCK FACE
OUTSIDE EDGE
AUTO-COVER ENCLOSURE;
PER SPA DESIGNER
CONCRETE VAULT PER STRUCTURAL.
THICKNESS OF ALL CONC. WALLS PER
POOL STRUCTURAL DWGS.
NOTES
1.DETAIL INTENDED TO ILLUSTRATE DESIGN
INTENT; FINAL DESIGN PER SPA DESIGNER.
2
L.3.0
STONE PAVING
WITH SNOWMELT
18"
FINAL CONSTRUCTION
DETAIL FOR STONE CAP
SUPPORT TBD BY
CONTRACTOR
MOSS ROCK
BOULDER; ~18"
HEIGHT, DIMENSIONS
PER PLAN
STONE BOULDERS BEYOND TO
BE MIX OF SITE SOURCED
BOULDERS AND MOSS ROCK
BOULDERS; PLACEMENT TO BE
COORDINATED BETWEEN
CONTRACTER, L.ARCH, AND
MASON.
1'-4"
1'
1'
40'
20'
2'-3"
1'-0"
20'
1'
4'-6"
40'-8"
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
POOL &
SPA DETAILS
L3.3
SPA SECTION A 1
L3.3 SCALE: 1/2" = 1' - 0"
1.POOL AND SPA DESIGNED AND INSTALLED BY HYDROPOOLS LLC.
2.REFER TO POOL AND SPA DWGS FOR ALL DESIGNED WATER
ELEMENTS, INTERIOR MATERIALS AND FINISHES, AND
ASSOCIATED MECHANICAL EQUIPMENT.
3.REFER TO STRUCTURAL FOR DETAILS ON POOL AND SPA WALL
SURROUNDS.
4.SEE CIVIL PLANS FOR ALL PROPOSED UTILITIES AND DRAINAGE.
NOTES:
SPA PLAN ENLARGEMENT
SCALE: NTS
A
L3.3
10' X 10' CUSTOM SPA
BY HYDRO POOLS;
RE: POOL DWGS
SPA OUTSIDE EDGE;
BELOW PATIO
SPA INSIDE EDGE
LANDSCAPE AREA;
RE: PLANTING PLANS
1
2
3
4
AUTOCOVER HOUSING
BUILT-IN SEATING TBD PER
POOL DESIGNER
STONE COPING TO SPAN
STRUCTURAL WALL TO INSIDE
EDGE OF SPA. FINAL WIDTH OF
STONE TBD PER VAULT DESIGN.
INSIDE EDGE OF STONE TO
RECEIVE NATURAL CLEFT FACE.
FINAL EXTENTS AND
LOCATION OF AUTOCOVER
TBD
DRY-STACKED LANDSCAPE
STONE SURROUND PER
CONTRACTOR; STONE TO BE
FLATWILLOW MOSS ROCK BY
SELECT STONE; SIZES TO
VARY IN LENGTH AND WIDTH
WITHIN 3'-5' RANGE
SPA PLAN ENLARGEMENT
SCALE: 1" = 50'
20' X 40' X 5' MAX DEPTH POOL
BY HYDRO POOLS;
RE: POOL DWGS
3FT DEPTH AT
NORTH END
+
5FT DEPTH
AT NORTH
END+
STONE COPING TO SPAN
STRUCTURAL WALL TO INSIDE
EDGE OF POOL. FINAL WIDTH OF
STONE TBD PER VAULT DESIGN.
INSIDE EDGE OF STONE TO
RECEIVE NATURAL CLEFT FACE.
CONCRETE RISERS;
FINAL DIMENSIONS TBD IN
COORDINATION WITH
POOL DESIGNER
2
3
INFINITY EDGE WALL;
PER POOL DESIGNER. WALL
THICKNESS TO MATCH STONE
ADJACENT STONE VENEER
WALL. WALL TO BE TILED TO
WATERLINE TO MATCH INT.
POOL WALLS. TILE TO WRAP
BACK SIDE OF WALL TO CATCH
BASIN WATERLINE.
INFINITY EDGE CATCH BASIN;
PER POOL DESIGNER. FINAL
WIDTH OF BASIN TBD;
MATERIAL TO BE STEEL;
FINISH TBD
LANDSCAPE AREA;
RE: PLANTING PLANS
CONCRETE RISERS;
FINAL DIMENSIONS TBD IN COORDINATION
WITH POOL DESIGNER
STAIR LANDING AREA;
SHALLOW ZONE
STAPLE MESH TO INSIDE
OF FENCE (FACING
AWAY FROM HOUSE)
W/ 3
4" GALV. FENCE
STAPLES
TWO 5
32" STEEL CABLES @ 1' SPACING RAN
THROUGH CEDAR POSTS
6"x6" CEDAR
FENCE POSTS
TYP
4" CRUSHER FINES
BURY FENCE MATERIAL
MIN. 12", TYP - TRIM
AROUND FOOTERS, TYP
(SIDE VIEW)
HOUSE LANDSCAPE
CRUSHER FINES TO
EXTEND MIN. 1'-0"
PAST POST
TRIM BURIED FENCE
FABRIC AROUND
POST FOOTERS, TYP
NOTES
1.FENCE MATERIAL SHALL BE WEATHERING STEEL HOGWIRE PANEL, 12 1
2 GUAGE W/ 2"x4"
MESH OPENING. BURY FENCE MATERIAL A MINIMUM OF 12" BELOW GRADE. CUT MATERIAL
WHEN IT INTERSECTS WITH CONCRETE FOOTERS SO FENCE WILL NOT APPEAR TO
"BUBBLE". ATTACH TO POSTS WITH GALVANIZED STAPLES.
2.FENCE POSTS SHALL BE 6"x6" CEDAR POSTS. ALL POSTS SHALL BE SET IN CONCRETE.
TOP OF CONCRETE POST FOOTER TO BE 2" BELOW CRUSHER FINES SURFACE. SLOPE TO
DRAIN.
3.FENCES SHALL HAVE (TWO) 5
32" STEEL CABLES RAN THROUGH CEDAR POSTS AT 1"
HORIZONTAL SPACING; CONTRACTER TO LOCATE TURNBUCKLES FOR CABLE TENSIONING.
4.ATTACH FENCING MATERIAL TO OUTSIDE OF FENCE POSTS & TOP RAILS WITH GALVANIZED
FENCE STAPLES.
ADJACENT OUTDOOR
GRILL AREA; SEE DETAIL
SHEET L3.5
FG 46.2
STEEL
PLANTER
5
32" STEEL CABLES @ 1' SPACING
CRUSHER FINES PATH
GATE LATCH; DESIGN PER
CONTRACTOR
GATE HINGE; DESIGN PER
CONTRACTOR
2" WEATHERING TUBE STEEL
WITH 3
4" WELDED STEEL
ANGLES ON BOTH SIDES TO
HOUSE FENCE PANEL INFILL
4"x4" WEATHERING STEEL
HOGWIRE FENCE PANEL
INFILL
2" WEATHERING TUBE STEEL; TURNBUCKLE
CABLE TIGHTENING SYSTEM TO BE
COORDINATED W/ CONTRACTOR.
4" x 4" CEDAR POSTS @
EITHER SIDE OF ENTRY GATE
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
Raised Garden Planter Bed Options2
Garden Privacy Fencing Detail1
L3.4
L3.4
FENCE & GARDEN
BED DETAILS
L3.4
4" x 4" Wood Timber (24" Height)1/8" Weathered Steel (18" Height)
Garden Gate Detail2
L3.4
13'-0"
13'-10"
5'-2"
PIZZA OVEN
LOCATION
CL
3'
HOUSE INTERIOR
2
L3.5
GRILL ELEVATION
1
L3.5
DRY STORAGE CABINETS
GRAY SANDSTONE COUNTER TOP
DRY STORAGE BELOW
PIZZA OVEN ELEVATION54" GRILL
STONE PAVING
9'-7"
GRAY SANDSTONE CAP TO
MATCH COUNTER
13"
STEEL PLANTER BED
DRY STORAGE CABINET
BY TWIN EAGLES
DRY STORAGE BY TWIN EAGLES
STRUCTURE DIRECTLY AROUND
AND BELOW GRILL TO BE STEEL
FRAMED BY CONTRACTOR
2" METAL FLASHING
AT PAVED AREAS
3'-2"
6"
STORAGE DRAWER
BY TWIN EAGLES
1'12'-5"
2'-5-1/2"2'-5-1/2"4'-6"
STEEL
PLANTER
BUILDING INTERIOR
2
3.4
STEEL PLANTER BED
EXTERIOR WALL
ASSEMBLY
SEE ARCH. PLANS
2" SANDSTONE
COUNTER
SAND SETTING BED & GRAVEL
PER CONTRACTOR
1"
1-1/2"
SANDSTONE
CAP
1-1/2"
SANDSTONE CAP;
1" OVERHANG TYP.
TO CONCEAL LED
LIGHTING STRIP
2" SANDSTONE
COUNTER
54" GRILL- BY LYNX
PER OWNER
FG 47.0
4"
3'-2"
2"
6"
1-1/2" SANDSTONE CAP
TO MATCH COUNTER
INT.
BUILD-OUT
PER
CONTRACTOR
WOOD
STORAGE
OPEN STORAGE
PIZZA OVEN;
DESIGN TBD
1"
4" CLEAR;
PER MANUFACTURER
3'-0"1'10'-0"
FG 46.0
2"
STONE VENEER WALL
TO MATCH ALL SITE WALLS
DRY STORAGE
2" WEATHERED
METAL FLASHING WHERE
VENEER MEETS PAVING CONCRETE WALL FOOTER
DEPTH AND DESIGN PER
STRUCTURAL
STEEL
PLANTER
SAND SETTING BED & GRAVEL
PER CONTRACTOR
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
OUTDOOR KITCHEN- GRILL ELEVATION1
L3.5
SCALE: 1/2" = 1' - 0"
OUTDOOR KITCHEN
DETAILS
L3.5
OUTDOOR KITCHEN- PIZZA OVEN ELEVATION2
L3.5
SCALE: 1/2" = 1' - 0"
PLAN KITCHEN PRODUCT EXAMPLE IMAGES
54" LYNX GRILL TWIN EAGLES DRY STORAGE
NOTES:
1.STONE VENEER TO MATCH ALL SITE WALLS AND ARCHITECTURE.
2.STONE COUNTERTOPS TO BE COORDINATED W/ CONTRACTOR & OWNERS FOR FINAL
STONE TYPE AND COLOR.
3.GRILL HAS BEEN SELECTED BY OWNER.
4.STORAGE ILLUSTRATED ARE BASED OFF OF PRODUCTS AVAILABLE THROUGH TWIN
EAGLES GRILLS. MANUFACTURER AND FINAL PRODUCTS TO BE SELECTED BY OWNER.
5.FINAL PIZZA OVEN TYPE AND HEAT SOURCE TO BE SELECTED BY OWNER.
6.CONTRACTOR TO CONSTRUCT STEEL FRAME SURROUNDING GRILL PER
MANUFACTURER'S RECOMMENDATIONS.
7.CONTRACTOR TO CONSIDER APPLIANCES AND STORAGE IN BUILD-OUT.
8.CONTRACTOR TO PROVIDE GAS AND ELECTRIC SERVICE TO OUTDOOR KITCHEN.
CHANNEL EDGED RANDOMLY W/ SITE
SOURCED COBBLE/BOULDERS TO BE
FIELD ADJUSTED W/ L.ARCH.
2'-0"
18" MAX.
COMPACTED NATIVE SOIL
AMENDED TOPSOIL
(WIDTH VARIES)
NATIVE SEED; SEE PLANTING
PLAN
7' TYPICAL
3:1 SLOPE MAX
ASSORTED SIZED SITE
SOURCED BOULDERS TO
BE COORDINATED W/ L.
ARCH.
RANDOM SITE SOURCED
BOULDERS
COMPACTED NATIVE SUBSTRATE; SITE
SOURCED COBBLE TO LINE BOTTOM
OF DITCH, TO BE COORDINATED W/
L.ARCH.
BOULDER - PLACE W/
WEATHERED,
UNSCARRED SIDE UP
2/3
1/3
BOULDER PLACEMENT ENLARGEMENT
PROPOSED NATIVE
PLANTING; SEE
PLANTING PLAN
SET TOP OF BOULDER TO
WEIR ELEVATION. REFER
TO PLAN.
COMPACTED NATIVE SOIL
WITH ROCKS/DEBRIS REMOVED
STREAM ELEVATION
STREAM ELEVATION
3:1 SLO
P
E
APPLY POND FOAM TO SEAM OF WEIR
BOULDERS LINER, AND TO SIDE
BOULDERS
LOCK TRENCH, MIN
12" DEEP
NOTES:
1. DROP STRUCTURES TO VARY IN SIZE, SHAPE, AND CONFIGURATION THROUGHOUT THE STREAM TO AVOID A
CONSISTENT APPEARANCE.
+- 6'-8'
LINER TO EXTEND +- 6'-8' BEYOND DROP STRUCTURE AND SECURED IN LOCK TRENCH
NATIVE SUBGRADE COMPACTED
PPL LINER WITH MIRAFI TOP
AND BOTTOM LOCK TRENCH, MIN
12" DEEP
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
UNLINED/ENHANCED
DITCH CONVEYANCE
L3.6BOULDER DROP STRUCTURES (Un-Lined Ditch)2
L.3.6 SCALE: 3/4" = 1' - 0"
ENHANCED DITCH CONVEYANCE (UN-LINED)1
SCALE: 3/4" = 1' - 0"L-3.6
GENERAL NOTES
1.DRAWINGS ARE TO SHOW DESIGN INTENT OF ENHANCED
AGRARIAN DITCH; REFER TO CIVIL PLANS FOR DIMENSIONAL
REQUIREMENTS AND CARRYING CAPACITY.
NOTES
1.WATER CHANNELS HAVE BEEN DESIGNED TO HANDLE PEAK
FLOWS OF 2.5 CFS.
2.REFER TO CIVIL DRAWINGS FOR ALL DIMENSIONAL
REQUIREMENTS OF CHANNELS.
3.CHANNELS AS MARKED WITH THE DETAILS ON THIS PAGE DO NOT
REQ. LINER OVER SUB-BASE.
4.CONTRACTOR TO COORDINATE LINER EXTENTS @ POND EDGE
AND FOR PROPER CONNECTION TO UNLINED SECTIONS OF
CHANNELS.
COMPACTED NATIVE SOIL
6-8" DIAMETER WASHED RIVER COBBLE
LOCALLY SOURCED TO MATCH SURROUNDING
NATIVE DRAINAGE CHARACTER
PPL POND LINER WITH
MIRAFI 1 TON TOP AND BOTTOM
CHANNEL EDGED IN 6"Hx12"XWx24"L (+/-) LOCALLY
SOURCED STONE (TO MATCH BOULDER WALLS;
FINAL STONE SELECTION T.B.D.)
PIN AND BURY LINER. HIGH POINT OF LINER TO
BE MIN 2" ABOVE WATER ELEVATION AND
BURIED 4" BELOW FINISHED GRADE.
PLANTING BED TOPSOIL
(WIDTH VARIES)
PLANTING; SEE PLANTING PLAN
CONCRETE TO FILL GAPS BETWEEN LARGE
ROCKS AND COBBLE TO FACILITATE
INTENDED FLOW AND DIRECTION OF STREAM
5' TYPICAL
2'-0"
18" MAX.
3:1 SLOPE MAX
SET TOP OF BOULDER TO
WEIR ELEVATION. REFER
TO PLAN.
COMPACTED NATIVE SOIL
WITH ROCKS/DEBRIS REMOVED
STREAM ELEVATION
STREAM ELEVATION
3:1 SLO
P
E
APPLY POND FOAM TO SEAM OF WEIR
BOULDERS LINER, AND TO SIDE
BOULDERS
LOCK TRENCH, MIN
12" DEEP
12" MINUS COBBLE
PLACED ON TOP OF
LINER
NOTES:
1. DROP STRUCTURES TO VARY IN SIZE, SHAPE, AND CONFIGURATION THROUGHOUT THE STREAM TO AVOID A
CONSISTENT APPEARANCE.
+- 6'-8'
LINER TO EXTEND +- 6'-8' BEYOND DROP STRUCTURE AND SECURED IN LOCK TRENCH
12" MINUS COBBLE WITH MIXTURE OF SIZES
RANGING FROM 2"-12" ON LINER
NATIVE SUBGRADE COMPACTED
PPL LINER WITH MIRAFI TOP
AND BOTTOM
18" MAX.
SEE PLAN
3.0
5
4" MIN GRAVEL
LEVELING COURSE
PER CIVIL
CRUSHER FINES
PATH
COMPACTED
SUBGRADE
ROUGH SNAPPED
SANDSTONE STEPS
NOTES:
1.SANDSTONE SLAB THICKNESS TO BE COORDINATED IN FIELD PER FINAL
STREAM CHANNEL DIMENSIONS.
3.6
1 STREAM CHANNEL
CROSS SECTION
POND LINER W/ MIRAFI
FABRIC TOP AND BOTTOM
BOULDER SIZE TABLE
TYPE 2
TYPE 1
SIZE
18"
24"
TYPE 3 36"
QUANTITY
TBD
TBD
TBD
TYPE 1
TYPE 2
TYPE 1
TYPE 2
TYPE 3
TYPE 3
TYPE 3
1"-2" ROUNDED RIVER COBBLE BED TO
FILL BOTTOM OF DITCH TO BOTTOM OF
BOULDER EDGE
TYPE 1
BOULDER - PLACE W/
WEATHERED,
UNSCARRED SIDE UP
2/3
1/3
BOULDER PLACEMENT ENLARGEMENT
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
STREAM DETAILS
(LINED)
L3.7
STONE SLAB DITCH CROSSING
SCALE: 1" = 1' - 0"
2
L.3.7
STREAM FEATURE DROP STRUCTURES3
L.3.7 SCALE: 3/4" = 1' - 0"
STREAM FEATURE (LINED)1
SCALE: 3/4" = 1' - 0"L-3.7
NOTES
1.REFER TO CIVIL FOR ALL DETAILS PERTAINING TO EXTENTS OF POND LINER.
2.STREAM CHANNEL CHARACTER TO REFLECT IMAGE PROVIDED IN THIS DETAIL. CONTRACTOR TO SITE SOURCE BOULDER
MATERIAL TO LINE CHANNELS WITH A SIMILAR QTY AS SHOWN.
3.CONTRACTOR TO COORDINATE BOULDER QUANTITIES W/ LANDSCAPE ARCHITECT PRIOR TO FINALIZED CONSTRUCTION.
DROP STRUCTURE CHARACTER
STREAM CHANNEL CHARACTER
WATER PROOF LINER
BEHIND STONE VENEER
DRAINAGE TO BE COORDINATED
WITH CIVIL; VALVE AND DRAIN
TO DAYLIGHT
WATER PROOF LINER ADHERED
TO WALL; LINER GOES UNDER
BOTTOM VENEER STONE
2' DEPTH MIN.
AT WATERFALL
COBBLE CHANNEL BOTTOM;
STONE TO MATCH STREAM EDGE;
STONE TO BE GRADED 6"-8"
+-12" STONE DEPTH AT
BOTTOM OF POOL
STREAM LINER;REFER TO
STREAM CHANNEL
LONGITUDINAL SECTION
FOR TYPICAL ASSEMBLY
26"
18"
POND LINER MATERIAL
AND ANCHOR TRENCH WITH
COMPACTED BACKFILL;
FINAL DETAIL PER: CIVIL DWGS
CATCH POOL
WEATHERED STEEL CHANNEL
CHECK WEIR AND SPILL POINT;
SEE ENLARGMENT
THIS SHEET
YOGA DECK
YOGA PLATFORM SUPPORT
PER STRUCTURAL
RE: STRUCTURAL DWGS
CATCH POOL
12"
RETAINING WALL AND FOOTINGS
PER STRUCTURAL
WSEL: +41.5
POND BOTTOM:
+40.5
18"
WEATHERED STEEL CHANNEL
WATER SCUPPER
18"x18"x26" WEATHERED
STEEL CHANNEL 1
4" THICK;
OR APPROVED EQUAL
18"
2'-6"
WATER SURFACE LEVEL
±3" ABOVE WEIR;
WEIR ELEVATION 41.5
CATCH POOL
STONE VENEER
RETAINING WALL
WEATHERED STEEL CHANNEL
1"
6"
1/8"x1/8" DRIP EDGE
SAW CUT ALONG
LENGTH OF WEIR; CUT
NOT TO PENETRATE
WEIR CHANNEL
WEATHERED STEEL CHANNEL
WATER SCUPPER
36"
6"
2'-6"
WATER SURFACE LEVEL
±2" ABOVE WEIR;
WEIR ELEVATION 47.5
6"x36"x26" WEATHERED
STEEL CHANNEL 1
4" THICK;
OR APPROVED EQUAL
CATCH POOL
WATER PROOF LINER
BEHIND STONE VENEER
INFLOW CATCH BASIN PER CIVIL
WATER PROOF LINER ADHERED
TO WALL; LINER GOES UNDER
BOTTOM VENEER STONE;
RE CIVIL DWGS FOR LINER
ATTACHMENT DETAIL AT WALL
2' DEPTH MIN.
AT WATERFALL
COBBLE CHANNEL BOTTOM;
STONE TO MATCH STREAM EDGE;
STONE TO BE GRADED 6"-8"
+-12" STONE DEPTH AT
BOTTOM OF POOL
STREAM LINER;REFER TO
STREAM CHANNEL
LONGITUDINAL SECTION
FOR TYPICAL ASSEMBLY
26"
6"
CATCH POOL
WEATHERED STEEL CHANNEL
CHECK WEIR AND SPILL POINT;
SEE ENLARGMENT
THIS SHEET
INFLOW BASIN
WSEL: 47.5
INV ELV.: 47
LINER PENETRATION PER CIVIL
RETAINING WALL AND FOOTINGS
PER STRUCTURAL
6"
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
WEIR SCUPPER
DETAILS
L3.8
CHECK WEIR WATER SCUPPER CROSS SECTION @ YOGA DECK AND CATCH POOL 3
SCALE: 3/4" = 1' - 0"L-3.8
CHECK WEIR WATER SCUPPER CROSS ELEVATION @ YOGA DECK AND CATCH POOL4
SCALE: 1" = 1' - 0"L-3.8
SCUPPER ENLARGMENT
CHARACTER IMAGE
1. WATER FEATURE PLUMBING AND EQUIPMENT TO BE DESIGNED AND PROVIDED BY CONTRACTOR.
2. WATER FEATURE WATERPROOFING PER CONTRACTOR.
3. FINAL WATER FEATURE FLOW VOLUME TO BE DETERMINED IN COORDINATION WITH CONTRACTOR.
DESIGN VOLUME TO BE +/-.75-1 CFS.
4. CONTRACTOR TO PROVIDE SHOP DRAWINGS OF STEEL CHANNEL WEIR FOR REVIEW BY LANDSCAPE
ARCHITECT PRIOR TO FABRICATION AND INSTALLATION.
5. PROVIDE SHOP DRAWINGS OF ALL CONTRACTOR-PROVIDED DESIGN-BUILD ELEMENTS FOR REVIEW
BY LANDSCAPE ARCHITECT.
6. REFER TO CIVIL ENGINEER DRAWINGS FOR LINER ATTACHMENT DETAIL AT RETAINING WALL.
NOTES:
CHECK WEIR WATER SCUPPER @ ENTRY DRIVE CROSS SECTION1
SCALE: 3/4" = 1' - 0"L-3.8
CHECK WEIR WATER SCUPPER @ ENTRY DRIVE CROSS ELEVATION 2
SCALE: 1" = 1' - 0"L-3.8
WEIR SIZING COORDINATION CHART
ZONE 3
ZONE 2
ZONE 1 OPEN WATER
COMPACTED SUBGRADE
12" COVER SOIL OVER LINER
3:1 SLOPE MAX
AVERAGE HIGH WATER LEVEL
12" MIN ANAEROBIC
WETLAND TOPSOIL OVER
LINER COVER SOIL ONLY IN
WETLAND ZONES
COMPACTED SOIL BACKFILL
LINER ANCHOR TRENCH PER
CIVIL
PLACE BOULDERS PER PLAN. DO NOT PLACE BOULDERS BELOW WATER
LINE NEAR DOCK.
12" MIN.
12" MIN.
5:1 SLOPE
POND ELEVATION +-25'
HIGH WATER LEVEL
LOGS SECURED TO
BOTTOM OF POND FOR
FISH HABITAT.
(2-3) LOGS JACK STRAWED
INTO BOTTOM OF POND.
BURY BASE OF LOG AND
SET LARGE BOULDERS TO
SECURE LOGS TO BASE
ROCK WITH HIGH TENSILE
WIRE BOLTED AND
EPOXYED INTO BOULDER.
NATIVE SUBGRADE
LINER PER CIVIL
MAINTAIN 12" min.
DEPTH TO AVOID LINER
PENETRATION
POND ELEVATION +- 25'
HIGH WATER LEVEL
BOULDERS STACKED ON BOTTOM
OF POND TO CREATE CAVERNS
FOR HABITAT.BOULDERS TO BE
PLACED ON BENCHED AREAS PER
PLAN
COMPACTED NATIVE
SUBGRADE; SEE
TYPICAL POND
DETAIL
POND LINER PER CIVIL
POND ELEVATION +- 25.0
HIGH WATER LEVEL
BOULDERS SET
INTO POND EDGE
TO RETAIN GRADE
AND CREATE
HABITAT
NATIVE SUBGRADE
COMPACTED
SLOPE VARIES;
SEE PLAN
LINER PER CIVIL
SLOPE VARIES;
SEE PLAN
1.5:1
NOTES:
1. PLACE BOULDERS TO CONFIGURATIONS AND LOCATIONS SHOWN ON PLAN.
2. BURY BOULDERS 1/3 TO 1/2 OF TOTAL DEPTH.
3. WASH OFF BOULDERS COMPLETELY AFTER PLACEMENT.
4. BOULDERS TO BE APPROVED BY OWNER PRIOR TO PLACEMENT.
5. DO NOT FRACTURE BOULDER DURING PLACEMENT, SUCH ACTION WILL BE CAUSE FOR
REJECTION.
6. CHOOSE AND PLACE BOULDERS SO THAT A MINIMUM OF EXCAVATION SCARS ARE
VISIBLE.
7. BOULDERS TO BE 2.5' IN THE SHORTEST DIMENSION.
BOULDER, PLACE WITH WEATHERED,
UNSCARRED SIDE UP.
SET BOULDERS ON COMPACTED
SUBGRADE
BOULDERS STEP DOWN BANK TO
PROVIDE ACCESS TO CREEK. FIT
BOULDERS AND BOULDER
TERRACING SNUGLY TOGETHER;
FILL VOIDS WITH EXCAVATED
COBBLE
+25'
FILL VOIDS BETWEEN BOULDERS WITH
EXISTING CREEK BANK COBBLE.
BOULDERS TO BE KEYED FIRMLY INTO
BANK
LANDSCAPE AND BOULDERS BEYOND
AT TOP OF BANK
10"-18"15"-30"
SELECT BOULDERS WITH FLATTER TOPS AND
BEST SUITED FOR STEPPING AND STACKING.
STAGGER JOINTS WHERE BOULDERS ABUT IN
EACH COURSE. SELECT BOULDERS THAT FIT
TOGETHER WELL IN TERMS OF SIZE,
CHARACTER AND SHAPE
15" MIN.- 48"+ MAX.
EXCAVATED COBBLE
MATERIAL
EXCAVATED COBBLE MATERIAL
GRADE BEHIND BOULDERS
18"-24"
LINER AND ANCHORING DETAIL
PER CIVIL
TOP OF STONE TO BE 4"
ABOVE POND ELEVATION
NOTES:
1.DO NOT FRACTURE BOULDER DURING PLACEMENT, SUCH ACTION WILL BE CAUSE FOR REJECTION.
2.CHOOSE AND PLACE BOULDERS SO THAT A MINIMUM OF EXCAVATION SCARS ARE VISIBLE.
3.BOULDERS TO BE SELECTED TO PROVIDE A FLAT AND LEVEL STEPPING SURFACE.
4.BOTTOM ELEVATION OF BOULDER TERRACE TO BE ESTABLISHED IN FIELD PER ACTUAL RIVER
WATER SURFACE ELEVATION AT THE TIME OF CONSTRUCTION.
5.BOULDERS FOR TERRACING TO BE SELECTED AND TAGGED BY LANDSCAPE ARCHITECT IN
COORDINATION WITH CONTRACTOR.
6.ALL BOULDERS TO BE PLACED FIRMLY AND SECURELY INTO BANK.
7.COORDINATE PROPOSED LAYOUT AND PLACEMENT OF BOULDERS AND STONE STEPS IN FIELD WITH
LANDSCAPE ARCHITECT PRIOR TO AND DURING INSTALLATION.
ELEVATION
+25'
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
POND DETAILS
L3.9
POND HABITAT ENHANCEMENT STRUCTURE C
SCALE: 1/4" = 1' - 0"
4
L.3.9
POND HABITAT ENHANCEMENT STRUCTURE A2
L.3.9 SCALE: 1/4" = 1' - 0"
TYPICAL POND EDGE SECTION1
SCALE: 3/8" = 1' - 0"L-3.9
POND HABITAT ENHANCEMENT STRUCTURE B
SCALE: 1/4" = 1' - 0"
3
L.3.9
POND EDGE BOULDERS
SCALE: 1" = 1' - 0"
5
L.3.9
NOTES
1.REFER TO STRUCTURAL DRAWINGS FOR
ALL RETAINING WALL AND DOCK
STRUCTURE DETAILS.
2.REFER TO CIVIL FOR ALL DETAILS
PERTAINING TO EXTENTS OF POND LINER.
POND EDGE ACCESS BOULDERS
SCALE: 3/4" = 1' - 0"
6
L.3.9
SEE CIVIL DWGS FOR
DRAINAGE
WSEL +/- 25.0
WOOD DECKING;
FINISH WOOD TYPE TBD
STEEL BEAM FLUSH WITH
STEEL FRAME RE: PER
STRUCTURAL DWGS
ADJACENT TOP OF WALL
BEYOND
+27.5 STEEL CHANNEL RIM
BEAM TO BE FLUSH WITH
TOP OF DECKING; RE:
STRUCTURAL FOR
LOCATIONS AND SIZINGRE: STRUCTURAL
DWGS FOR
STEEL DECK FRAME
CONNECTION TO
CONCRETE WALL
FG: +27.5
STEEL BRACKET TO
PROVIDE SOIL BARRIER
TO DECK FRAME; SEE
STRUCTURAL DWGS.
FINAL ATTACHMENT TO BE REVIEWED
AND COORDINATED W/ CONTRACTOR &
CIVIL ENGINEER
WSEL +25.0
STONE VENEERED
RETAINING WALL;
DOCK TO SIT WITHIN
NOTCHED SECTION
TO CREATE FLUSH
CONDITION
CANTILEVERED DOCK
ADJACENT GRADE &
PLANTING; SEE PLAN
SHEET L 1.4
+27.5
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
NOTES
1.THE PURPOSE OF THESE DRAWINGS IS TO SHOW DESIGN INTENT.
2.REFER TO STRUCTURAL DRAWINGS FOR ALL RETAINING WALL AND
DOCK STRUCTURE DETAILS.
3.REFER TO CIVIL FOR ALL DETAILS PERTAINING TO EXTENTS OF
POND LINER.
4.REFER TO CIVIL DRAWINGSD FOR LINER ATTACHMENT DETAIL AT
RETAINING WALL. FINAL LINER ATTACHMENT @ RET. WALL TO BE
REVIEWED AND COORDINATED W/ CONTR. AND CIVIL ENGINEER.
DOCK & FIREPIT
DETAILS
L3.10
1 WOOD AND STEEL DECK AT POND
SCALE: NTSL.3.10
ELEVATION
PLAN
POND BELOW
ADJACENT LANDSCAPE
AREA; RE: SITE PLANS
2 MONOLITHIC STONE FIRE FEATURE AT POND CHARACTER IMAGE
L.3.10
24' x 10' CANTILEVERED
DOCK; STEEL FRAMED W/
THERMORY ASH DECKING,
SEE STRUCTURAL DWGs.
FOR FRAMING PLAN
MONOLITHIC MOSS
ROCK BOULDER FIRE
FEATURE; 6' x 3'
ADJACENT LANDSCAPE
AREA; RE: SITE PLANS
STEEL BRACKET
TO PROVIDE
SOIL BARRIER TO
DECK FRAME
RETAINING WALL BELOW DOCK;
SEE STRUCTURAL DWGS.
SECTION
TO BE SOURCED BY CONTRACTER & APPROVED BY OWNER/L.ARCH
3 SAWN LOG BENCHES @ POND TBD
L.3.10 TO BE SOURCED BY CONTRACTER & APPROVED BY OWNER/L.ARCH
NOTES
1. SEE PLAN FOR BENCH LOCATIONS.
2. FINAL BENCH PRODUCT TO BE COORDINATED W/ OWNER AND
CONTRACTOR.
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
NOTES:
1.ALL WORK TO BE DONE AT TIME OF PLANTING
2.PEEL BACK ONLY TOP OF BURLAP REQUIRED TO PERFORM WORK. REPLACE BURLAP
BEFORE MOVING TREE INTO PLANTING PIT. DO NOT REMOVE WIRE BASKET UNTIL
INSIDE PLANTING PIT.
3.MEASURE NEW HEIGHT OF ROOTBALL AND DIG PLANTING PIT SO FINAL TOP ROOTBALL
GRADE IS 3'' ABOVE FINAL GRADE SURROUNDING BALL.
FINAL TOP ROOTBALL GRADE
NOT TO SCALE
2
L3.112313 FINAL TOP ROOTBALL GRADE
FINAL TOP ROOTBALL GRADE
GRAFTED
NON-GRAFTED
LEAVE PROTECTIVE WRAPPING/
COVER ON TREE TRUNK UNTIL
PLANTING
REMOVE ADVENTITIOUS ROOTS
FROM NEWLY EXPOSED PORTION
OF TREE TRUNK
LEAVE PROTECTIVE WRAPPING/
COVER ON TREE TRUNK UNTIL
PLANTING
REMOVE ADVENTITIOUS ROOTS
FROM NEWLY EXPOSED PORTION
OF TREE TRUNK
CAREFULLY REMOVE ANY SOIL
ABOVE BOTTOM 13 OF GRAFT
CAREFULLY LOCATE TOP OF ROOT
CROWN WITH BLUNT HAND TOOLS
TO DETERMINE FULL HEIGHT OF
GRAFT. REPLACE SOIL TO BOTTOM
ONE THIRD OF GRAFT AS SHOWN.
CAREFULLY REMOVE ANY SOIL
HIGHER THAN 1'' ABOVE TOP OF
ROOT CROWN
CAREFULLY LOCATE TOP OF ROOT CROWN
WITH BLUNT HAND TOOLS TO DETERMINE
LOCATION OF TOP OF ROOT CROWN.
REPLACE SOIL AROUND TRUNK TO FINAL
TOP ROOTBALL. GRADE AS SHOWN.GRAFT1''NOTE:
IF THERE IS A DISCREPANCY BETWEEN THE PLANT COUNTS ON THE CALL-OUTS ON THE
PLANS & THE ACTUAL NUMBER OF PLANT SYMBOLS DEPICTED ON THE PLANS, THE
CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ACTUAL NUMBER OF PLANTS AS
SYMBOLICALLY DEPICTED ON THE PLANS.
151
2"
SHRUB PLANTINGS
NOT TO SCALE
5
L3.11 TRIANGULAR SPACING
FOR PLANTING LAYOUT
EDGE OF BED,
CURB, OR WALK
PLANT LOCATION
NOTE: ALIGN FRONT ROW PARALLEL TO BED LINE
A B C D
6''5''6''6''6''
8''7''6''8''8''
12''12''8''10''12''
18''9''18''18''
24''24''18''21''24''
30''26''15''30''30''
36''31''30''36''36''
48''48''30''42''48''
60''52''36''60''60''CCCBD A60°AD
PLANT SPACING
STEEL EDGER
NOT TO SCALE
4
L3.11
NOTES:
1.SET ALL EDGING 1'' ABOVE FINISH GRADE AS SHOWN.
2.EDGING SHALL ABUT ALL CONCRETE CURBS AND WALKS
PERPENDICULAR, AND FLUSH W/ GRADES OF CONCRETE.
3.ALL JOINTS TO BE SECURELY STAKED.
4.CONTRACTOR SHALL CUT TOP EDGE(S) AS NEEDED TO BE
PARALLEL WITH GRADE.
SPECIFIED METAL STAKES
COL-MET STEEL EDGING
SEE MATERIALS SCHEDULE
SHEET L-XXXX
LAWN AS SPECIFIED
1'' MIN.SHRUB BED W/ SPECIFIED
MULCH DEPTH
SPECIFIED LANDSCAPE
FABRIC - ROLL EDGE UNDER
EDGING AS SHOWN
2'-0'' MIN.
1" MIN.
CONCRETE CURB OR SIDEWALK
(IF APPLICABLE)
APPLY MULCH SPECIFIED
DEPTH (MIN. 3")
REMOVE CONTAINER
FILL PIT WITH SPCIFIED SOIL MIX.
NOTES:
1.ANY BROKEN OR CRUMBLING ROOTBALLS WILL BE REJECTED.
2.REMOVING THE CONTAINERS WILL NOT BE AN EXCUSE FOR DAMAGED
ROOTBALLS.
3.HOLD GRADE 1'' BELOW EDGE OF WALK OR CURB
SHRUB PLANTING
NOT TO SCALE
3
L3.11
PRUNE ALL DAMAGED OR DEAD
WOOD IMMEDIATELY PRIOR TO
PLANTING.
SET SHRUB 1" HIGHER THAN
THE GRADE AT WHICH IT GREW.
DIG PLANT PIT TWICE AS WIDE AS
THE CONTAINER, MIN.
ROUGHEN SIDES OF PLANT PIT
SCORE SIDES OF ROOTBALL OF
ROOTBOUND PLANTS ONLY.
2 X DIAMETER
ROOTBALL, MIN.
DO NOT CUT LEADER-PRUNE
ONLY DAMAGED OR DEAD WOOD
12 GAUGE GALV. WIRE WITH 3 4"
WHITE PVC ON ENTIRE LENGTH
OF EACH WIRE
SPECIFIED TREE STRAP
SPECIFIED POSTS-2 PER TREE
SET MIN 18" INTO UNDISTURBED
SUBGRADE
WRAP ENTIRE SURFACE OF TRUNK
UP TO SECOND BRANCH WITH
SPECIFIED WRAPPING
SECURE TOP & BOTTOM & @ 2'
INTERVALS
PLANT TREE W/ TOP OF ROOTBALL 2"-4"
ABOVE FINAL GRADE
PULL MULCH
2"-3" BACK
FROM TRUNK
DECIDUOUS TREE PLANTING
NOT TO SCALE
1
L3.11
2x DIAMETER OF
ROOTBALL, MIN.
NOTE: MULCH SHOULD BE 4" DEEP IN NON-TURF AREAS, MULCH SHOULD BE 2"
DEEP IN TURF AREAS.
MULCH RING, MIN. 48" , PULL
MULCH BACK 2"-3" FROM TRUNK.
4" HEIGHT WATER SAUCER IN
NON-TURF AREAS
SPECIFIED BACKFILL MIXTURE
AS PER SPECIFICATIONS
AFTER TREE IS SET IN PLANTING
PIT, REMOVE ALL TWINE & WIRE
FROM TOP & SIDES OF ROOTBALL,
PULL BURLAP BACK 13 (MIN.)
SET ROOTBALL ON UNDISTURBED
SUBGRADE - DO NOT
OVER-EXCAVATE
NOTES:
1.ALL HERBACEOUS PLANT MATERIAL TO BE PLACED IN APPROPRIATE, FIELD VERIFIED HYDROLOGIC ZONE. THESE
ZONES WILL CONSIST OF TWO PLANTING PODS ON LOWER ELEVATIONS OF THE "PLUG."
2.EVENLY SPACE AND TRIANGULATE PLUGS 18" O.C. AND EVENLY DISTRIBUTE BETWEEN THE TWO PLANTING PODS.
3.ALL WETLAND PLANT MATERIAL TO BE INSPECTED AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
INSTALLATION.
4.ALL WETLAND PLANTING ZONES TO BE MARKED IN FIELD AND APPROVED BY LANDSCAPE ARCHITECT PRIOR TO
PLANT INSTALLATION
SECTION- PLANTING
PLANTING DETAILS
L3.11
NOTES:
1.ALL WOODY AND HERBACEOUS PLANT MATERIAL TO BE PLACED IN APPROPRIATE,
FIELD VERIFIED HYDROLOGIC ZONE.
2.ALL WETLAND PLANT MATERIAL TO BE INSPECTED AND APPROVED BY LANDSCAPE
ARCHITECT PRIOR TO INSTALLATION.
3.REFER TO CIVIL FOR EXTENTS OF POND LINER BEYOND WSEL.
ZONE 3 ZONE 2 ZONE 1 OPEN WATER
COMPACTED SUBGRADE
12" COVER SOIL OVER LINER
ZONE 1:
4" BELOW WATER LEVEL
TO WATER LEVEL
ZONE 2:
0" TO 4" ABOVE
WATER LEVEL
ZONE 3:
4" TO 12" ABOVE
WATER LEVEL
3:1 SLOPE MAX
HIGH WATER LEVEL1.5% SLOPE MAX
UPLAND SEED MIX; INSTALL TO
EDGE OF ZONE 3
WOODY PLANT SPECIES; SEE
OVERALL PLANTING PLAN FOR
SPECIES AND LAYOUT
HERBACEOUS AND GRASS-LIKE
PLANTS, PLANTED 12" O.C. IN
STAGGERED ROWS
8" MIN ANAEROBIC WETLAND
TOPSOIL OVER LINER
COVER SOIL ONLY IN
WETLAND ZONES
COMPACTED SOIL BACKFILL
LINER ANCHOR TRENCH PER
CIVIL
WILDLIFE PROTECTION FENCING
TBD; FINAL DESIGN TO BE
COORDINATED WITH OWNER
12"4"-4"0"
ZONE 1 HERBACEOUS PLANTS
4" BELOW WATER - WATER LEVEL
Carex aquatalis - Water Sedge
Carex utriculata - Beaked Sedge
Carex nebrascensis - Nebraska Sedge
ZONE 2 HERBACEOUS PLANTS
0"- 4" ABOVE WATER
Carex microptera - Small Wing Sedge
Juncus arcticus - Arctic Rush
Juncus confuses - Colorado Rush
Juncus ensifolius - Sword Leaf Sedge
ZONE 3 HERBACEOUS PLANTS
4"- 12" ABOVE WATER
Calamagrostis canadensis - Blue Joint Reed Grass
Glyceria striara - Manna Grass
Festuca thurberii - Thurber's Fescue
SET CROWN 1" ABOVE GRADE
EXCAVATE OPENING IN SOIL TO INSERT
WETLAND PLUG INTO. AFTER
INSERTING WETLAND PLUG, BACKFILL
AND TAMP AS NEEDED TO ENSURE NO
AIR POCKETS ARE AROUND ROOT
ZONE OF PLUG, AND PLUG IS FIRMLY
SECURED IN SOIL
8" OF TOPSOIL.ENSURE SOIL HAS SETTLED
PRIOR TO WETLAND PLUG INSTALLATION
NOTES:
1.COORDINATE WETLAND
PLUG DELIVERY, WATER
LEVELS PRE AND POST
PLANTING, AND SEQUENCE
OF WETLAND PLUG AND
OTHER PLANT
INSTALLATION WITH DHM
DESIGN, AND
INSTALLATION TEAM.
12" O.C.
Buck Point Ranch_Permit_DETAILS.dwg
Carbondale CO. 81623 | 970.963.6520
311 Main Street, Suite 102
ECOLOGICAL DESIGN
LAND PLANNING & URBAN DESIGN
LANDSCAPE ARCHITECTURE
21254.01Buck Point Ranch1708 CR 121, CarbondaleCO 81623PROJECT NO:
PHASE
BUILDING PERMIT APPLICATION ADDENDUM
08.12.2022
POND PLANTING
DETAILS
L3.12
WETLAND PLUG PLANTING2
L.3.11 SCALE: NTS
TYPICAL WETLAND BENCH PLANTING SECTION1
SCALE: 1" = 1' - 0"L-6.5