HomeMy WebLinkAboutFRH Ives Phase II Site PlanVAN
FDC
T
X.X
DW
44TH AVENUE
WA
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L
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D
10 PARKING SPACES
VA
N
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COURTYARD
SITE (A)
PROPOSED BUILDING
4 STORY MULTI-FAMILY
ELECBIKE STORAGE
WATER
TRASH
987654321
AI
S
L
E
W
I
D
T
H
22
'
-
0
"
BUILDING ABOVE
CONNECTION TO
FUTURE PHASES &
45TH AVE
5' - 0"
TYP.
8' - 6"
TY
P
.
18
'
-
0
"
5' - 0"11' - 0"8' - 6"
03 2
042
04
1
03
1
05
2
1
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2
0
0
'
-
0
"
PROPOSED TRANSFORMER
WATER QUALITY/DETENTION
PRIMARY BUILDING ENTRY
LONG-TERM BIKE STORAGE AT GRADE, 48
BIKE CAPACITY
BOLLARDS TO DELINEATE
FIRE ACCESS, TYP.
6' TALL CEDAR FENCE W/ STEEL POSTS
TO ENCLOSE OUTDOOR AMENITY AREA
FIR
E
A
C
C
E
S
S
E
S
M
T
26
'
-
0
"
FIRE ACCESS ESMT
26' - 0"
30' WATER ACCESS EASEMENT
(3) INVERTED 'U' BIKE RACKS, 6 BIKE CAPACITY
7525 W. 45TH AVE
EXISTING BUILDING
1 STORY COMMERCIAL
22' - 0"
SITE (B)
TEMP LOT - MILL & OVERLAY
EXISTING PAVING
49 PARKING SPACES
PEDESTRIAN CONNECTION TO WADSWORTH
PEDESTRIAN CONNECTION ACROSS PRIVATE DRIVE
PROPOSED PROPERTY LINE
FOR SITES (A) & (B) SEE COVER SHEET FOR AREA CALCULATIONS
18
'
-
0
"
EXISTING LOADING DOCK RAMP
RETAINING WALL
EXISTING TRASH ENCLOSURE
7405 W. 45TH AVE
EXISTING BUILDING
1 STORY COMMERCIAL
SITE TO REMAINAC
C
E
S
S
A
I
S
L
E
22
'
-
0
"
5' - 0"8' - 6"
1
2
3
4
5
6
7
8
9
10
11
12
13
25
14
26
15
27
16
28
17
29
18
30
19
31
20
32
21
33
22
34
23
35
24
3637
383940414243444546474849
PRIVATE DRIVE
26' - 0"
SEAT BOULDERS TO DELINEATE FIRE ACCESS; RE: LANDSCAPE
WATER QUALITY/DETENTION
COURTYARD EGRESS GATE W/ PANIC
HARDWARE
3'-0" TALL CONCRETE WALL
W/ BRICK VENEER PARKING
SCREEN; RE: LANDSCAPE
CLASS I STANDPIPE IN EGRESS STAIR, FDC LOCATED ON ROOF
CLASS I STANDPIPE IN EGRESS STAIR,
FDC LOCATED ON ROOF
PRIVATE COURTYARD SHADE STRUCTURE
TRASH ENCLOSURE WITH OVERHEAD
GARAGE DOOR
EXISTING WALK AT COMMERCIAL BUILDING
WI
T
H
I
N
5
0
%
B
U
I
L
D
-
T
O
22
0
'
-
4
"
SECONDARY ACCESS TO VANCE STREET
PROPOSED FIRE HYDRANT
PROPOSED FIRE HYDRANT
8' - 10
"
EDGE OF ASPHALT W/ CURBLESS CONNECTION TO CONCRETE WALKS; RE: LANDSCAPE
EXISTING DRIVEWAY
TO BE REMOVED
9,700 SF ROOFTOP WATER
QUALITY / DETENTION PROPOSED
R 52' - 0"
WATER QUALITY / DETENTION
EXISITING CONCRETE TO BE REMOVED
R 26
'
-
0
"
R 26' - 0
"
R 52
'
-
0
"
PROPOSED SITE LIGHTING
FIRE HOSE LENGTH: 200'-0"
NEW SIDEWALK TO TIE
INTO EXISTING WALKCONCRETE WALL AT WQ DETENTION; RE: CIVIL
WADSWORTH STREETSCAPE (EXISTING),
TO REMAIN
44TH AVE STREETSCAPE (EXISTING),
TO REMAIN
FI
R
E
H
O
S
E
L
E
N
G
T
H
:
2
0
0
'
-
0
"
EVCSEVCS EVCS EVCS EV
READY
EV
READY
EVCSEVCSEV
READY
EV
READY
10
SI
D
E
S
E
T
B
A
C
K
34
'
-
1
0
"
OV
E
R
A
L
L
B
U
I
L
D
I
N
G
L
E
N
G
T
H
26
2
'
-
3
"
SE
T
B
A
C
K
F
R
O
M
4
4
T
H
1'
-
1
0
"
EXISTING CONCRETE PARKING ISLAND TO BE REMOVED
EXISTING CONCRETE WALK TO REMAIN
3' - 0"
5' - 0"
S89°41'34"W 251.38'S89°41'34"W 161.29'
S0
0
°
1
1
'
0
4
"
E
1
3
5
.
3
7
'
S89°45'27"W 113.23'
S0
0
°
0
9
'
2
9
"
E
5
5
.
1
0
'
N89°43'34"E 207.64'
S0
0
°
1
0
'
1
3
"
E
1
2
0
.
0
8
'
N89°39'40"E 330.39'
N0
2
°
0
2
'
1
9
"
W
5
1
.
8
1
'
N0
0
°
1
0
'
0
9
"
W
2
4
5
.
7
2
'
N82°06'55"W 9.56'
PROPOSED STOP SIGN; RE: CIVIL
STAIR TO ROOF
STAIR TO ROOF
PUBLIC IMPROVEMENTS BY FUTURE PHASE
MOW CURB; RE: LANDSCAPE
FIRE HOSE LENGTH: 200'-0" MAX.
ACCESSED FROM NORTH PROPERTY
NORTH PROPERTY
NOT IN SCOPE
PROPOSED CONCRETE TO MATCH EXISTING WALK AND PROPOSED DRAIN PAN
AC
C
E
S
S
A
I
S
L
E
22
'
-
3
"
11
'
-
6
"
BU
I
L
D
-
T
O
20
'
-
0
"
BUILD-TO
20' - 0"
260' - 10"SETBACK FROM WADSWORTH
7' - 6"OVERALL BUILDING LENGTH
142' - 9"
REAR SETBACK
110' - 6"
PRIVATE DRIVE
26' - 0"
WATER EASEMENT
30' - 0"
29
8
'
-
1
0
"
EXISTING PARKING; RE: CIVIL
FIRE ACCE
S
S
E
S
M
T
26' - 0"
FIRE ACCESS ESMT
26' - 0"
FIRE ACCESS E
S
M
T
26' - 0"
FIRE ACCESS ESMT
26' - 0"
WATER ESMT
30' - 4"
FIR
E
A
C
C
E
S
S
E
S
M
T
26
'
-
0
"
WA
T
E
R
E
A
S
E
M
E
N
T
30
'
-
0
"
WATER EASEMENT
30' - 0"
30' WATER ACCESS EASEMENT
26' EMERGENCY ACCESS EASEMENT
WATER ACCESS EASEMENT
30' - 0"
26' EMERGENCY ACCESS EASEMENT
CONCRETE PAN; RE: CIVIL
SDP PLAN LEGEND
VEHICLE ACCESS
RESIDENT ACCESS
PEDESTRIAN ACCESS
PARKING STALL DESIGNATION
ACCESSIBLE ROUTE
FIRE HOSE PULL LENGTH
BUILDING ABOVE
EXTERIOR OVERHEAD AREA LIGHT;
RE: ELECTRICAL
EXTERIOR OVERHEAD PEDESTRIAN
LIGHT; RE: ELECTRICAL
VEHICULAR BOLLARD
FIRE HYDRANT
FIRE DEPARTMENT CONNECTION
PARKING WHEEL STOP
EXTERIOR BOLLARD LIGHT;
RE: ELECTRICAL
GAS METER
PAINTED STRIPING
CONCRETE SIDEWALK;
RE: CIVIL & LANDSCAPE
FIRE ACCESS
1
VEHICLE DIRECTIONAL ARROW
CONCRETE PAVERS;
RE: LANDSCAPE
SOFTSCAPE;
RE: LANDSCAPE
ROW DEDICATION
PROPERTY LINE
EASEMENT LINE
NEW ASPHALT;
RE: CIVIL
0'20'40'80'
PARKING SCHEDULE
STANDARD
1HC VAN
HC
COMPACT
TOTAL CAR PARKING
0
3
6CAR PARKING
BIKE PARKING
59 CARS
6 X (8) RACKS @ L1
TOTAL BIKE PARKING
48
52 BIKES
TEMP LOT 49
3 X (2) RACKS @ L1 6
SHEET OF 22
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FEBRUARY 2, 2025 - THE IVES II
02
FRH - IVES PHASE II
SITE PLAN 3/64" = 1'-0"1 SITE PLAN - SDP N
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"
SD-02 SD-01
MP-02
SD-02
SD-01
MT-01
MP-01
SD-02
SD-01
MP-02 MP-01 SH-01
PT-01 TYP.
113' - 8" FACADE LENGTH
SETBACK FROM WADSWORTH
7' - 7"
MAXIMUM BUILDING HEIGHT
162' - 0"
BOLLARDS; RE: SITE PLAN ELECTRICAL ROOM BIKE STORAGE ROOM
6" METAL PANEL BANDING TRIM
BRICK ACCENT COURSESARCHITECTURAL PTAC GRILL, TYP.
4" CEMENT BOARD TRIM
4" CEMENT BOARD TRIM
VEHICLE
PARKING BR-01
ROOFTOP MECHANICAL EQUIPMENT
2HR STAIR TO ROOF
SD-01
4" CEMENT BOARD TRIM
BR-01
PARKING ENTRANCE
CONCRETE COLUMN
MT-06
MESH METAL FENCE;
RE: LANDSCAPE
EV CHARGING STATION CONCRETE WALL WITH BRICK VENEER;
RE: LANDSCAPE
PROPOSED TRANSFORMER
MP-01
ELEVATIONS MATERIAL LEGEND
(MP-02) BERRIDGE HC-16 PANEL - (22 GA.) -
HEMLOCK GREEN
(MP-01) BERRIDGE HC-16 PANEL - (22 GA.) -
ALMOND
(BR-01) 1/3 RUNNING BOND - SUMMIT BRICK
CUSTOM BLEND - CORK 40%, DARK BLUFF 30%,
LIGHT BLUFF 30%. GRAIN TEXTURED FACE.
(BR-02) STACKED BOND - SUMMIT BRICK CUSTOM
BLEND - CORK 40%, DARK BUFF 30%, LIGHT BUFF
30%. GRAIN TEXTURED FACE.
(SD-01) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 4" LAP SIDING PROFILE
(SD-02) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 8" LAP SIDING PROFILE
(MT-01) POWDER COATED METAL - 3MIL
APPLICATION THICKNESS PER ASTM D3359 -
COLOR TBD
(CONC-01) CAST IN PLACE CONCRETE
(SH-01) GAF TIMBERLINE HDZ - CLASS 3 RATING -
ASPHALT ROOFING SHINGLE - CHARCOAL
(CMU-01) CONCRETE MASONRY UNIT - GROUND
FACE
(PT-01) WHITE PAINT
(MP-04) BERRIDGE RS-11 PANEL - (22 GA.) -
PREMIUM WHITE
(MP-03) BERRIDGE HC-16 PANEL - (22 GA.) -
PREMIUM WHITE
(MT-05) LONGBOARD V-GROOVE 4" T&G PANEL -
WOOD FINISH TBD
(MT-06) BERRIDGE S-DECK METAL PANEL - GREY
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"
BR-01
BR-01
MP-03
BR-01 MP-02 MP-01MP-02MP-01MP-02MP-01MP-02MP-01MP-02MP-01
SD-02
SD-01
MT-01
MP-02 MP-01 MP-02 MP-01 MP-02 MP-01 MP-02
MP-01 MP-02 MP-01
BR-01
BR-01 BR-01 BR-01BR-01BR-01BR-01BR-01BR-01 BR-01 BR-01 BR-01 BR-01 BR-01
VEHICLE
PARKING
SETBACK FROM 44TH
2' - 3"
OVERALL BUILDING LENGTH
261' - 11"
MAXIMUM BUILDING HEIGHT
162' - 0"
MP-03
BRICK ACCENT COURSES
ARCHITECTURAL PTAC GRILL
6" METAL PANEL BANDING TRIM
BUILDING SIGNAGE
9" /
1
2
"
ELEVATOR OVERRUN
6" METAL PANEL BANDING TRIM
6" METAL PANEL BANDING TRIM BRICK ACCENT COURSES
METAL GUTTER TO DISCHARGE ONTO
ROOF TO DRAIN INTERNALLY, TYP.
TRASH CHUTE EXHAUST
3'-0" TALL CONCRETE/BRICK PARKING
SCREEN; RE: LANDSCAPE
CONCRETE COLUMN
ROOFTOP MECHANICAL EQUIPMENT
METAL SCREENING
ROOFTOP MECHANICAL EQUIPMENT
METAL SCREENING
4" CEMENT BOARD TRIM
2HR RATED STAIR TO ROOF
2HR RATED STAIR TO ROOF
6" METAL PANEL BANDING TRIM
6" METAL PANEL BANDING TRIM
6" METAL PANEL BANDING TRIM
BR-01
NORTH PROPERTY SETBACK
34' - 10"
MT-06
MT-06
BUILDING DESIGN COMPLIANCE
•
•
•
•
REVEALS: ARCHITECTURAL INSETS AND PROJECTIONS
BELT COURSES: BRICK ACCENT COURSES, METAL
PANEL BANDING TRIM, CEMENT BOARD TRIM
CHANGE IN MATERIAL
VARIATION IN ROOFLINES: GABLE ROOFS, PARAPET
HEIGHT VARIATION
FACADE DESIGN AND
ARTICULATION
26-1106.B
METHOD OF CODE COMPLIANCEZONING REQUIREMENT
AND SECTION
WEST ELEVATION:
63% METAL PANEL, 33% BRICK, 3% CEMENT BOARD SIDING
NORTH ELEVATION:
29% METAL PANEL, 21% BRICK, 42% CEMENT BOARD
SIDING
EAST ELEVATION:
23% METAL PANEL, 24% BRICK, 54% CEMENT BOARD
SIDING
SOUTH ELEVATION:
66% METAL PANEL, 34% BRICK,
MATERIALS
26-1106.C
SHEET OF 22
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FEBRUARY 2, 2025 - THE IVES II
03
FRH - IVES PHASE II
BUILDING ELEVATIONS
1" = 10'-0"1 NORTH ELEVATION
1" = 10'-0"2 WEST ELEVATION - WADSWORTH
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"
SD-02 MP-02 SD-02
SD-01
MP-03
BR-01
BR-01
MP-02
SD-01 SD-02
MP-02 SD-02 SD-01
MP-02
BR-01
SETBACK FROM 44TH
2' - 3"
OVERALL BUILDING LENGTH
261' - 11"
NORTH PROPERTY SETBACK
34' - 10"
MAXIMUM BUILDING HEIGHT
162' - 0"
4" CEMENT BOARD TRIM
ELEVATOR OVERRUN
TRASH CHUTE EXHAUST
4" CEMENT BOARD TRIM
4' CEDAR FENCE W/ STEEL POSTS ON 2' CONCRETE WALL; RE: LANDSCAPE BRICK ACCENT COURSE BUILDING SIGNAGE,
BY SEPARATE PERMIT
6" METAL PANEL
BANDING TRIM
BRICK ACCENT
COURSES
INVERTED 'U' BIKE RACKS
PROPOSED TRANSFORMER
MP-02
MP-02
OVERHANG ROOF 12" METAL TRIM BAND COURTYARD EGRESS GATE
MP-01
STANDING SEAM METAL PANEL ROOF
6" METAL PANEL
BANDING TRIM
2HR RATED STAIR TO ROOF
BR-01
KALWALL PANEL
2HR STAIR TO ROOF ROOFTOP MECHANICAL UNIT
METAL SCREENING
ROOFTOP UNIT SCREENING
VARIATION OF TRIM HEIGHTS
AND MATERIALS
6" METAL PANEL BANDING TRIM
6" METAL PANEL BANDING TRIM
MT-06
MT-06
STACKED BREEZEBLOCK SCREEN
EV CHARGING STATION
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"BR-01 MP-02 MP-03 MP-02MP-03 BR-01SH-01
MP-01
SETBACK FROM WADSWORTH
7' - 7"OVERALL BUILDING LENGTH
142' - 8"
MAXIMUM BUILDING HEIGHT
162' - 0"
STAIR TO ROOF
BOILER ROOM
TRASH CHUTE EXHAUST
6" METAL PANEL BANDING TRIM
BRICK ACCENT COURSES
ARCHITECTURAL PTAC GRILL
METAL GUTTER TO DISCHARGE ONTO
ROOF TO DRAIN INTERNALLY, TYP.
BR-01
BRICK ACCENT
COURSES
MP-03 MP-03
BR-01
26' - 4"9' - 0"16' - 4"6' - 0"19' - 10"3' - 6"5' - 4"6' - 8"16' - 2"6' - 4"3' - 4"21' - 8"
HORIZONTAL MATERIAL ARTICULATION, TYP.
BR-01
6" METAL PANEL BANDING TRIM
MP-02 BR-01 BR-01
MP-04
MT-06
MP-04 MP-04
BRICK ACCENT
COURSES
ROOFTOP UNIT SCREENING
ELEVATIONS MATERIAL LEGEND
(MP-02) BERRIDGE HC-16 PANEL - (22 GA.) -
HEMLOCK GREEN
(MP-01) BERRIDGE HC-16 PANEL - (22 GA.) -
ALMOND
(BR-01) 1/3 RUNNING BOND - SUMMIT BRICK
CUSTOM BLEND - CORK 40%, DARK BLUFF 30%,
LIGHT BLUFF 30%. GRAIN TEXTURED FACE.
(BR-02) STACKED BOND - SUMMIT BRICK CUSTOM
BLEND - CORK 40%, DARK BUFF 30%, LIGHT BUFF
30%. GRAIN TEXTURED FACE.
(SD-01) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 4" LAP SIDING PROFILE
(SD-02) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 8" LAP SIDING PROFILE
(MT-01) POWDER COATED METAL - 3MIL
APPLICATION THICKNESS PER ASTM D3359 -
COLOR TBD
(CONC-01) CAST IN PLACE CONCRETE
(SH-01) GAF TIMBERLINE HDZ - CLASS 3 RATING -
ASPHALT ROOFING SHINGLE - CHARCOAL
(CMU-01) CONCRETE MASONRY UNIT - GROUND
FACE
(PT-01) WHITE PAINT
(MP-04) BERRIDGE RS-11 PANEL - (22 GA.) -
PREMIUM WHITE
(MP-03) BERRIDGE HC-16 PANEL - (22 GA.) -
PREMIUM WHITE
(MT-05) LONGBOARD V-GROOVE 4" T&G PANEL -
WOOD FINISH TBD
(MT-06) BERRIDGE S-DECK METAL PANEL - GREY
BUILDING DESIGN COMPLIANCE
•
•
•
•
REVEALS: ARCHITECTURAL INSETS AND PROJECTIONS
BELT COURSES: BRICK ACCENT COURSES, METAL
PANEL BANDING TRIM, CEMENT BOARD TRIM
CHANGE IN MATERIAL
VARIATION IN ROOFLINES: GABLE ROOFS, PARAPET
HEIGHT VARIATION
FACADE DESIGN AND
ARTICULATION
26-1106.B
METHOD OF CODE COMPLIANCEZONING REQUIREMENT
AND SECTION
WEST ELEVATION:
63% METAL PANEL, 33% BRICK, 3% CEMENT BOARD SIDING
NORTH ELEVATION:
29% METAL PANEL, 21% BRICK, 42% CEMENT BOARD
SIDING
EAST ELEVATION:
23% METAL PANEL, 24% BRICK, 54% CEMENT BOARD
SIDING
SOUTH ELEVATION:
66% METAL PANEL, 34% BRICK,
MATERIALS
26-1106.C
SHEET OF 22
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FEBRUARY 2, 2025 - THE IVES II
04
FRH - IVES PHASE II
BUILDING ELEVATIONS
1" = 10'-0"2 EAST ELEVATION
1" = 10'-0"1 SOUTH ELEVATION - 44TH AVENUE
ELEVATIONS MATERIAL LEGEND
(MP-02) BERRIDGE HC-16 PANEL - (22 GA.) -
HEMLOCK GREEN
(MP-01) BERRIDGE HC-16 PANEL - (22 GA.) -
ALMOND
(BR-01) 1/3 RUNNING BOND - SUMMIT BRICK
CUSTOM BLEND - CORK 40%, DARK BLUFF 30%,
LIGHT BLUFF 30%. GRAIN TEXTURED FACE.
(BR-02) STACKED BOND - SUMMIT BRICK CUSTOM
BLEND - CORK 40%, DARK BUFF 30%, LIGHT BUFF
30%. GRAIN TEXTURED FACE.
(SD-01) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 4" LAP SIDING PROFILE
(SD-02) HORIZONTAL FIBER CEMENT SIDING -
(SMOOTH) - 8" LAP SIDING PROFILE
(MT-01) POWDER COATED METAL - 3MIL
APPLICATION THICKNESS PER ASTM D3359 -
COLOR TBD
(CONC-01) CAST IN PLACE CONCRETE
(SH-01) GAF TIMBERLINE HDZ - CLASS 3 RATING -
ASPHALT ROOFING SHINGLE - CHARCOAL
(CMU-01) CONCRETE MASONRY UNIT - GROUND
FACE
(PT-01) WHITE PAINT
(MP-04) BERRIDGE RS-11 PANEL - (22 GA.) -
PREMIUM WHITE
(MP-03) BERRIDGE HC-16 PANEL - (22 GA.) -
PREMIUM WHITE
(MT-05) LONGBOARD V-GROOVE 4" T&G PANEL -
WOOD FINISH TBD
(MT-06) BERRIDGE S-DECK METAL PANEL - GREY
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"
MAXIMUM BUILDING HEIGHT
162' - 0"BR-01MP-02
MT-05
SD-02SD-01
4' CEDAR FENCE W/ STEEL POSTS ON
2' CONCRETE WALL; RE: LANDSCAPE
FOLDING DOOR AT BUILDING AMENITY
12" CEMENT BOARD TRIM
4" CEMENT BOARD TRIM
STACKED BREEZEBLOCK SCREEN
BUILDING SIGNAGE, BY SEPARATE PERMIT
METAL GUTTER TO DOWNSPOUT
INVERTED 'U' BIKE RACK
BOLLARD; RE: SITE PLAN
STANDING SEAM METAL PANEL ROOF
2HR STAIR TO ROOF
SD-02 SD-01MT-06
ROOFTOP UNIT SCREENING
LEVEL 1.1 AMENITY @ 5401.6
100' - 0"
LEVEL 2
114' - 2"
LEVEL 3
124' - 10"
LEVEL 4
135' - 6"
LEVEL 1.2 UNITS @ 5405.1
103' - 6"
BEARING
144' - 6"
PARAPET
148' - 10"
T.O. ROOF
156' - 1 1/2"
MAXIMUM BUILDING HEIGHT
162' - 0"
SD-02
MP-02
MP-02
BR-01
SD-02 SD-01
SD-01
OVERHEAD DOOR AT TRASH ROOM
BOLLARDS; RE: SITE PLAN
TRASH CHUTE EXHAUST
12" CEMENT BOARD TRIM
ARCHITECTURAL PTAC GRILL
MP-02
OVERHANG ROOF
WATER ENTRY ROOM
SD-02
SD-01
4" FIBER CEMENT TRIM
VARIATION IN HEIGHTS PER FACADE
2HR STAIR TO ROOF
MT-06
ROOFTOP UNIT SCREENING
CONCRETE SEAT WALL; RE:
LANDSCAPE
BUILDING DESIGN COMPLIANCE
•
•
•
•
REVEALS: ARCHITECTURAL INSETS AND PROJECTIONS
BELT COURSES: BRICK ACCENT COURSES, METAL
PANEL BANDING TRIM, CEMENT BOARD TRIM
CHANGE IN MATERIAL
VARIATION IN ROOFLINES: GABLE ROOFS, PARAPET
HEIGHT VARIATION
FACADE DESIGN AND
ARTICULATION
26-1106.B
METHOD OF CODE COMPLIANCEZONING REQUIREMENT
AND SECTION
WEST ELEVATION:
63% METAL PANEL, 33% BRICK, 3% CEMENT BOARD SIDING
NORTH ELEVATION:
29% METAL PANEL, 21% BRICK, 42% CEMENT BOARD
SIDING
EAST ELEVATION:
23% METAL PANEL, 24% BRICK, 54% CEMENT BOARD
SIDING
SOUTH ELEVATION:
66% METAL PANEL, 34% BRICK,
MATERIALS
26-1106.C
SHEET OF 22
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FEBRUARY 2, 2025 - THE IVES II
05
FRH - IVES PHASE II
BUILDING ELEVATIONS
1" = 10'-0"2 NORTH COURTYARD ELEVATION
1" = 10'-0"1 SOUTH COURTYARD ELEVATION
SAMPLE KEYNOTE DRAWING CALL-OUT:
TYP.
SITE DETAIL KEYNOTES:
1.1 ENHANCED CONCRETE - BROOM FINISH X/LX-01 321400
PAVING & SURFACING DETAIL/SHEET SPEC SECTION1.0
KEYNOTE HEADING
(PROPOSED IMPROVEMENT
SYSTEM)
KEYNOTE CALL-OUT
KEYNOTE (SYSTEM)
ITEM & BRIEF DESCRIPTION
PRIMARY KEYNOTE
DETAIL REFERENCE
SPECIFICATION REFERENCE
NOTE: MULTIPLE SECTIONS
MAY BE REFERENCED
THE FOLLOWING LIST OF KEYNOTE HEADINGS (PROPOSED
IMPROVEMENT SYSTEMS) HAVE BEEN INCORPORATED
WITHIN THIS DRAWING SET:
0.0 EXISTING CONDITIONS
1.0 PAVING & SURFACING
2.0 STEPS & RAMPS
3.0 WALL, CURBS & EDGERS
4.0 RAILINGS, BARRIERS & FENCING
5.0 SITE FURNISHINGS & SIGNS
6.0 DRAINAGE
7.0 SITE LIGHTING & ELECTRICAL
8.0 PLANTING & LANDSCAPE
9.0 MISCELLANEOUS
NOTE: IF A KEYNOTE HEADING IS NOT INCORPORATED IN
THE PROJECT, A "NOT USED AT THIS TIME" REFERENCE
HAS BEEN PROVIDED.
1.0
LAYOUT NOTES
1.CONTRACTOR TO IMMEDIATELY NOTIFY THE LANDSCAPE ARCHITECT AND OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES BETWEEN THE SITE
SURVEY AND ACTUAL SITE CONDITIONS.
2.ADDITIONAL LAYOUT INFORMATION MAY BE PROVIDED TO THE CONTRACTOR PRIOR TO CONSTRUCTION AS NEEDED. ELECTRONIC FILES MAY BE
OBTAINED BY THE CONTRACTOR FOR LAYOUT PURPOSES.
3.FINAL LOCATION OF ALL SITE FURNISHINGS, TREES & LANDSCAPE BOULDERS TO BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO FINAL
INSTALLATION.
4.WRITTEN DIMENSIONS SHALL PREVAIL. DO NOT SCALE DIRECTLY FROM DRAWINGS.
5.ALL PAVED SURFACES SHALL HAVE SMOOTH, CONTINUOUS LINES OR CURVES AS INDICATED ON PLANS AND SHALL CONFORM TO GRADES INDICATED
ON THE GRADING PLANS. ALL LINES OF PAVING TO BE PARALLEL UNLESS OTHERWISE NOTED.
6.ALL ANGLES TO MATCH THOSE NOTED ON DRAWING.
7.ADJUSTMENTS: IF THE CONTRACTOR BELIEVES IT IS NECESSARY TO MAKE AN ADJUSTMENT IN THE LAYOUT OF PROPOSED IMPROVEMENTS, SUCH
ADJUSTMENT SHALL BE PROPOSED TO THE LANDSCAPE ARCHITECT. NO ADJUSTMENTS WILL BE PERMITTED UNTIL IT HAS FIRST BEEN APPROVED BY
THE OWNER'S REPRESENTATIVE.
8.REFER TO CIVIL PLANS FOR ADDITIONAL SITE LAYOUT INFORMATION.
PLANTING PLAN NOTES
1.ALL PLANT MATERIAL SHALL MEET OR EXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AND THE COLORADO NURSERY ACT
AND ACCOMPANYING RULES AND REGULATIONS.
2.STAKE ALL TREES BASED ON THESE DRAWINGS. LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD
PRIOR TO INSTALLATION. THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLAN. ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD
CONDITIONS SHALL BE REPORTED TO THE OWNER AND LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH WORK.
3.NOTIFY THE OWNER OF ANY CONFLICTS BETWEEN UTILITIES AND PLANTINGS TO COORDINATE FIELD ADJUSTMENTS.
4.TREES SHALL BE A MINIMUM OF 10' FROM ALL UTILITIES, UNLESS NOTED OTHERWISE.
5.IF THERE IS A DISCREPANCY BETWEEN THE PLANT COUNTS ON THE CALLOUTS AND/OR SCHEDULES ON THE PLANS AND THE ACTUAL NUMBER OF
PLANTS DEPICTED ON THE PLANS, THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING THE ACTUAL NUMBER OF PLANTS DEPICTED ON THE
DRAWINGS.
6.THE CONTRACTOR IS RESPONSIBLE FOR WEED CONTROL FOR ALL LANDSCAPE AREAS UNTIL FINAL ACCEPTANCE.
7.FINE GRADING MUST BE APPROVED BY THE OWNER PRIOR TO SEEDING, SODDING, AND PLANTING.
GENERAL NOTES
1.A KICK-OFF MEETING WITH THE LANDSCAPE ARCHITECT IS REQUIRED PRIOR TO BEGINNING ANY SITE OR LANDSCAPE WORK.
2.OBTAIN NECESSARY PERMITS FROM ALL JURISDICTIONS AS REQUIRED TO CONSTRUCT THE WORK OF THIS PROJECT. ALL WORK SHALL BE
PERFORMED IN ACCORDANCE WITH PLANS APPROVED BY THE CITY OF WHEAT RIDGE.
3.REFER TO SURVEY DRAWINGS AND OTHER AVAILABLE DOCUMENTS FOR PROPERTY LIMITS, EXISTING CONDITIONS, AND HORIZONTAL AND
VERTICAL CONTROL.
4.PROVIDE AND MAINTAIN UTILITY LOCATES DURING ALL PHASES OF WORK. DO NOT DAMAGE UTILITY LINES/STRUCTURES. NOTIFY THE OWNER
OF ANY DISCREPANCIES BEFORE STARTING ANY WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATION OF UNDERGROUND UTILITIES
OR STRUCTURES, WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT.
5.RESTORATION OF UTILITIES DAMAGED BY THE CONTRACTOR SHALL BE AT THE CONTRACTOR'S EXPENSE.
6.THOROUGHLY REVIEW AND DOCUMENT THE SITE CONDITIONS PRIOR TO CONSTRUCTION.
7.THOROUGHLY REVIEW DRAWINGS, AND TECHNICAL SPECIFICATIONS AND NOTIFY THE OWNER ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
8.CONSTRUCTION INSTALLATION, MATERIALS, TESTING, AND INSPECTION SHALL COMPLY WITH APPLICABLE CODES AND ORDINANCES.
9.TAKE NECESSARY STEPS TO PROTECT AND MAINTAIN ALL FINISHED WORK FOR THE DURATION OF THE CONTRACT UNTIL FINAL ACCEPTANCE.
10.CONTRACTOR SHALL PROVIDE ALL MOCK-UPS, SUBMITTALS AND SHOP DRAWINGS FOR APPROVAL PER SPECIFICATIONS PRIOR TO
CONSTRUCTION.
11.THE WORK OF THIS CONTRACT WILL NOT BE CONSIDERED COMPLETE UNTIL ALL AREAS HAVE BEEN CLEANED OF ALL DIRT AND DEBRIS AND
ALL DAMAGED ITEMS ARE REPAIRED.
12.UNLESS OTHERWISE NOTED, EXISTING TREES WITHIN THE LIMIT OF WORK TO BE PROTECTED. VEHICLES, EQUIPMENT AND MATERIALS
SHOULD NOT INTERFERE WITH THE LIMITS OF THE PROTECTED TREES AND REMAIN OUTSIDE OF THE DRIPLINE OR TREE PROTECTION LIMITS.
13.THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE SAFETY OF ALL PERSONS AND PROPERTY DURING
PERFORMANCE OF THE WORK. THE CONTRACTOR SHALL PROVIDE ALL LIGHTS, SIGNS, BARRICADES, FLAGMEN, OR OTHER DEVICES
NECESSARY TO PROVIDE FOR PUBLIC SAFETY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS.
14.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND REPLACEMENT OF ALL MATERIALS WITHIN DEDICATED RIGHT-OF-WAYS
AND ALL MATERIALS AND WORKMANSHIP SHALL MEET THE ROADWAY DESIGN AND CONSTRUCTION STANDARDS OF THE APPROPRIATE
GOVERNING AGENCY.
15.THE CONTRACTOR IS RESPONSIBLE FOR THE REPAIR, AT NO ADDITIONAL COST TO THE OWNER, FOR DAMAGE OF PROPERTY OUTSIDE OF THE
LIMIT OF WORK INDICATED ON THE DRAWINGS, AND FOR ANY DAMAGE CAUSED TO SITE ELEMENTS THAT ARE TO BE PROTECTED OR
REINSTALLED.
APPROX APPROXIMATE
ARCH ARCHITECTURE
ARCH'L ARCHITECTURAL
ASPH ASPHALT
AD AREA DRAIN
BB BOTTOM OF BASIN
BITUM BITUMINOUS
BLDG BUILDING
BP BOTTOM OF PIPE
BS BOTTOM OF STEP
BW BOTTOM OF WALL
CB CATCH BASIN
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTER LINE
COL COLUMN
CONC CONCRETE
CONT CONTINUOUS
CP CENTER POINT
CRZ CRITICAL ROOT ZONE
DF DRINKING FOUNTAIN
DIA DIAMETER
DIM DIMENSION
DN DOWN
DTL DETAIL
DWG DRAWING
EA EACH
EL ELEVATION
EQ EQUAL/EQUIVALENT
EX EXISTING
EXP EXPANSION
EJ EXPANSION JOINT
FG FINISH GRADE
ABRREVIATIONS
REINF REINFORCING
REQ REQUIRED
RIM RIM ELEVATION
ROW RIGHT OF WAY
SAN SANITARY SEWER
SCHD SCHEDULE
SP STARTING POINT
SPEC SPECIFICATIONS
STD STANDARD
STL STEEL
ST STORM SEWER
STR STRUCTURAL
T TREAD
T+B TOP AND BOTTOM
TC TOP OF CONCRETE
TOC TOP OF CURB
TPZ TREE PROTECTION ZONE
TS TOP OF STEP
TW TOP OF WALL
TYP TYPICAL
W WIDTH
W/WITH
WP WATER METER PIT
WSE WATER SURFACE ELEVATION
WT WEIGHT
WWF WELDED WIRE FABRIC
FL FLOW LINE
FS FINISH SURFACE
FT FOOT/FEET
FTG FOOTING
FV FIELD VERIFY
GA GAUGE
GALV GALVANIZED
HB HOSE BIB
HP HIGH POINT
HT HEIGHT
INV INVERT
JT JOINT
L LENGTH
LP LOW POINT
LT LIGHT
MAT MATERIAL
MAX MAXIMUM
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MISC MISCELLANEOUS
MP MID POINT
NIC NOT IN CONTRACT
NO NUMBER
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
PT POINT
REC RECEPTACLE
REF REFERENCE
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
6
LANDSCAPE NOTES
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
LIMITS OF WORK
T
WEST 44TH AVENUE
WA
D
S
W
O
R
T
H
B
L
V
D
OPEN SPACE , TYP.
NET DEVELOPMENT SITE AREA
(TOTAL SITE AREA LESS PUBLIC RIGHT-OF-WAY)
REQUIRED PROVIDED
7,576 SF 21,948 SF
MINIMUM REQUIRED OPEN SPACE
MU-C SINGLE USE DEVELOPMENT =
15% OF NET DEVELOPMENT SITE AREA
SECTION 26-1110 B - OPEN SPACE REQUIREMENTS
50,505 SF
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
LIMITS OF WORK
T
WEST 44TH AVENUE
WA
D
S
W
O
R
T
H
B
L
V
D
LANDSCAPE MATERIALS
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
LIMITS OF WORK
T
WEST 44TH AVENUE
WA
D
S
W
O
R
T
H
B
L
V
D
USABLE OPEN SPACE
AT LEAST 35% OF THE REQUIRED OPEN SPACE SHALL BE COMPOSED OF
LIVING LANDSCAPE MATERIALS, INCLUDING TREES.
REQUIRED PROVIDED
2,652 SF 11,298 SF
SECTION 26-1110 D - MINIMUM LANDSCAPING
FOR ALL DEVELOPMENT SITES AT LEAST 75% OF THE REQUIRED OPEN SPACE
MUST BE USABLE OPEN SPACE.
REQUIRED PROVIDED
5,682 SF 10,650 SF
SECTION 26-1110 E - USABLE OPEN SPACE
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
7
LANDSCAPE TABULATIONS
NORTH
0 30'60'15'
SCALE: 1" = 30'-0"1 LANDSCAPE TABULATIONS
1" = 30'-0"
G
ST
S
T
ST
ST
SITE DISTANCE TRIANGLE
REF CIVIL
WATER QUALITY /
DETENTION
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
WATER QUALITY /
DETENTION
W 44TH AVENUE
WA
D
S
W
O
R
T
H
B
L
V
D
PROPOSED
BUILDING
SH
A
R
E
D
S
T
R
E
E
T
SHA
R
E
D
S
T
R
E
E
T
PARKING LOT
ADJACENT
BUILDING
PARKING LOT
PRIVATE
COURTYARD
WATER QUALITY / DETENTION
WEST 44TH AVENUE
IMPROVEMENTS AND
PLANTING NIC
WADSWORTH BLVD
IMPROVEMENTS AND
PLANTING NIC
T
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
8
OVERALL LANDSCAPE PLAN
NORTH
0 20'40'10'
SCALE: 1" = 20'-0"1 OVERALL LANDSCAPE PLAN
1" = 20'-0"
ENLARGEMENT PLAN - S
ENLARGEMENT PLAN - N
MATCHLINE - REFERENCE SHEETS 9 AND 11
MATCHLINE - REFERENCE SHEETS 10 AND 12
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E E E E E E E E E E E
E
E
ST
W W
ST
SS
ST
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
3'
-
3
"
16
'
-
3
"
5
E
Q
S
P
A
C
E
S
5'
-
6
"
5'-0"5'-6"
5
'
-
0
"
7'-0"2'-6" TYP.
3'-0"
6
'
-
0
"
5'-6"
6'
-
6
"
20'-7"
22
'
-
0
"
4
E
Q
S
P
A
C
E
S
11'-6"
2
1
'
-
1
1
"
3
'
-
4
"
5'-0"
5'-0"
2'-6"
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
WADSWORTH BOULEVARD STREETSCAPE
IMPROVEMENTS AND PLANTING NIC
BUILDING OVERHANG, TYP
TYP
TYP
TYP
1.10
1.1
6.1
7.1
5.1
3.6
5.5
3.1
3.6
7.1
3.2
3.4
2.1
3.4
4.2
1.2
5.3
8.3
3.3
5.2
4.2
4.3
1.4
8.1
1.1
8.3
3.4
3.7
0.1
5.3
3.5
1.8
4.1
CONCRETE PAVEMENT
BETWEEN PAN AND
EXISTING CONCRETE
CONCRETE PAVEMENT
BETWEEN PAN AND
EXISTING CONCRETE
6.1
6.1
5.4
9.1
8.2
8.2
1.11
1.3
1.9
1.3
4.1
1.11
8.4
3.7
7.2
UT
I
L
I
T
Y
EA
S
E
M
E
N
T
,
TY
P
.
REMOVE EXISTING PLANTINGS
AND MULCH TO INSTALL
CONCRETE PAVING. SEE
IRRIGATION DRAWINGS FOR
ADDITIONAL INFORMATION.
4.6
SWALE
REF: CIVIL
T
LIMITS OF WORK
CONCRETE PAVEMENT
CRUSHER FINES PAVING
SYNTHETIC TURF
POURED IN PLACE SURFACING
PRIVACY FENCE
LITTER/RECYCLING RECEPTACLE
CEDAR MULCH
BIKE RACKS
CONCRETE EDGER
PEDESTRIAN LIGHT
REF ELEC
CONCRETE SEAT WALL W/ PRECAST CAP SANDSTONE BENCH
PROPERTY LINE
PET WASTE STATION
SCORE JOINT
LANDSCAPE PLAN LEGEND
SPECIALTY PAVERS
CONCRETE CURB - 4"
CONCRETE RAIN GARDEN WALL,
REF CIVIL
CONCRETE WALL W/ FENCE
GARDEN WALL
ROCK MULCH
GUARDRAIL
ORNMAMENTAL FENCE
CONCRETE PAVEMENT COLORED - TYPE 1
CONCRETE PAVEMENT COLORED - TYPE 2
COBBLE MULCH
SQUEEGEE MULCH
BACKED BENCH
0.1 EXISTING STREET LIGHT
3.1 CONCRETE SEAT WALL W/ PRECAST CAP B/16
3.2 CONCRETE WALL W/ FENCE C/16
3.3 GARDEN WALL D/16
3.4 CONCRETE RAIN GARDEN WALL REF CIVIL
3.5 FLUSH CONCRETE CURB REF CIVIL
3.6 CONCRETE CURB A/17
3.7 CONCRETE EDGER B/17
SITE DETAIL KEYNOTES:
EXISTING CONDITIONS
WALLS, CURBS & EDGERS DETAIL
7.1 PEDESTRIAN POLE LIGHT REF ELEC
7.2 TRANSFORMER REF ELEC
SITE LIGHTING & ELECTRICAL DETAIL
RAILINGS, BARRIERS & FENCING DETAIL
2.1 BRIDGE REF CIVIL
STEPS & RAMPS DETAIL
8.1 CEDAR MULCH D/21
8.2 3/4" ROCK MULCH E/21
8.3 EXPANDED SHALE MULCH F/21
8.4 COBBLE MULCH G/21
MISCELLANEOUS DETAIL
0.0
2.0
3.0
4.0
7.0
9.0
6.1 STORM STRUCTURE REF CIVIL
6.2 DOWNSPOUT REF ARCH
PLANTING & LANDSCAPE8.0
5.1 SANDSTONE BENCH B/18
5.2 PET WASTE STATION C/18
5.3 LITTER & RECYCLING RECEPTACLE D/18
5.4 BIKE RACK E/18
5.5 TRUNCATED DOMES REF CIVIL
5.6 BACKED BENCH F/18
DRAINAGE DETAIL6.0
SITE FURNISHINGS & SIGNS DETAIL5.0
1.1 CONCRETE PAVEMENT- STANDARD GREY, BROOM FINISH A/15
1.2 CONCRETE PAVEMENT COLORED - TYPE 1, SAND FINISH A/15
1.3 CONCRETE PAVEMENT COLORED - TYPE 2, SAND FINISH A/15
1.4 SPECIALTY PAVERS B/15
1.5 CRUSHER FINES PAVING C/15
1.6 POURED-IN-PLACE SURFACING ON CONCRETE SUB-BASE D/15
1.7 SYNTHETIC TURF E/15
1.8 SHARED STREET MATERIALS A/16
1.9 ASPHALT PAVING REF CIVIL
1.10 CONCRETE PAN REF CIVIL
1.11 TRICKLE CHANNEL REF CIVIL
PAVING & SURFACING DETAIL / SHEET
1.0
4.1 GUARDRAIL C/17
4.2 PRIVACY FENCE ON CONC WALL D/17
4.3 PEDESTRIAN GATE E/17
4.4 ORNAMENTAL FENCE F/17
4.5 ORNAMENTAL GATE A/18
4.6 MAINTENANCE GATE -
9.1 SHADE STRUCTURE - LARGE A/19
9.2 SHADE STRUCTURE - SMALL A/20
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
9
LANDSCAPE ENLARGEMENT N
NORTH
0 5'10'20'
SCALE: 1" = 10'-0"1 LANDSCAPE ENLARGEMENT N
1" = 10'-0"
SEE LANDSCAPE ENLARGEMENT S
WA
D
S
W
O
R
T
H
A
V
E
N
U
E
EEEEEEEE
W
W
W
W
W
G
FO
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E
E
E
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E
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E
E
E
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FO
FOFOFOFOFOFOFOFOFOFO
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
GGGGGGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FOFOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
F
O
F
O
F
O
FOFOFO
W
W
W
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST ST
ST ST ST
ST
ST
W
W
W
W W W W
W
W
W
W
W W W
FDC
G
G
SS
LIMITS OF WORK
LIMITS OF WORK
CONCRETE
PAVEMENT
BETWEEN PAN
AND EXISTING
CONCRETE
5'-0"
5'-0"
5
'
-
0
"
20'-6"
3
4
'
-
0
"
5'-0"
6'-7"2'-6" TYP.6'-0"
2'-
6
"
T
Y
P
.
5'-6"
2
4
'
-
3
"
16'-
1
0
"4 E
Q
S
P
A
C
E
S
30'-0"
2
7
'
-
6
"
5'-
6
"
9'-
6
"
3
'
-
4
"
16
'
-
0
"
4 E
Q
S
P
A
C
E
S
4'-
0
"
2'-
6
"
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
TYP
LIMITS OF WORK
WEST 44TH AVENUE IMPROVEMENTS
AND PLANTING NIC
SITE DISTANCE TRIANGLE
REF CIVIL
TYP
TYP
TYP
W 44TH AVENUE
TYP
TYP
1.10
3.1
1.2
3.6
1.5
9.1
3.4
5.1
7.1
4.3
3.6
5.1
1.4
1.2
3.7
3.4
1.2
7.1
1.1
5.3
9.2
8.2
5.2
3.4
8.3
8.1
1.2
4.1
8.3
1.7
4.5
4.4
1.9
8.2
CONCRETE
PAVEMENT
BETWEEN PAN
AND EXISTING
CONCRETE
6.18.2
1.6
1.3
1.8
5.6
8.2
3.7
4.6
SWALE
REF: CIVIL
LIMITS OF WORK
CONCRETE PAVEMENT
CRUSHER FINES PAVING
SYNTHETIC TURF
POURED IN PLACE SURFACING
PRIVACY FENCE
LITTER/RECYCLING RECEPTACLE
CEDAR MULCH
BIKE RACKS
CONCRETE EDGER
PEDESTRIAN LIGHT
REF ELEC
CONCRETE SEAT WALL W/ PRECAST CAP SANDSTONE BENCH
PROPERTY LINE
PET WASTE STATION
SCORE JOINT
LANDSCAPE PLAN LEGEND
SPECIALTY PAVERS
CONCRETE CURB - 4"
CONCRETE RAIN GARDEN WALL,
REF CIVIL
CONCRETE WALL W/ FENCE
GARDEN WALL
ROCK MULCH
GUARDRAIL
ORNMAMENTAL FENCE
CONCRETE PAVEMENT COLORED - TYPE 1
CONCRETE PAVEMENT COLORED - TYPE 2
COBBLE MULCH
SQUEEGEE MULCH
BACKED BENCH
0.1 EXISTING STREET LIGHT
3.1 CONCRETE SEAT WALL W/ PRECAST CAP B/16
3.2 CONCRETE WALL W/ FENCE C/16
3.3 GARDEN WALL D/16
3.4 CONCRETE RAIN GARDEN WALL REF CIVIL
3.5 FLUSH CONCRETE CURB REF CIVIL
3.6 CONCRETE CURB A/17
3.7 CONCRETE EDGER B/17
SITE DETAIL KEYNOTES:
EXISTING CONDITIONS
WALLS, CURBS & EDGERS DETAIL
7.1 PEDESTRIAN POLE LIGHT REF ELEC
7.2 TRANSFORMER REF ELEC
SITE LIGHTING & ELECTRICAL DETAIL
RAILINGS, BARRIERS & FENCING DETAIL
2.1 BRIDGE REF CIVIL
STEPS & RAMPS DETAIL
8.1 CEDAR MULCH D/21
8.2 3/4" ROCK MULCH E/21
8.3 EXPANDED SHALE MULCH F/21
8.4 COBBLE MULCH G/21
MISCELLANEOUS DETAIL
0.0
2.0
3.0
4.0
7.0
9.0
6.1 STORM STRUCTURE REF CIVIL
6.2 DOWNSPOUT REF ARCH
PLANTING & LANDSCAPE8.0
5.1 SANDSTONE BENCH B/18
5.2 PET WASTE STATION C/18
5.3 LITTER & RECYCLING RECEPTACLE D/18
5.4 BIKE RACK E/18
5.5 TRUNCATED DOMES REF CIVIL
5.6 BACKED BENCH F/18
DRAINAGE DETAIL6.0
SITE FURNISHINGS & SIGNS DETAIL5.0
1.1 CONCRETE PAVEMENT- STANDARD GREY, BROOM FINISH A/15
1.2 CONCRETE PAVEMENT COLORED - TYPE 1, SAND FINISH A/15
1.3 CONCRETE PAVEMENT COLORED - TYPE 2, SAND FINISH A/15
1.4 SPECIALTY PAVERS B/15
1.5 CRUSHER FINES PAVING C/15
1.6 POURED-IN-PLACE SURFACING ON CONCRETE SUB-BASE D/15
1.7 SYNTHETIC TURF E/15
1.8 SHARED STREET MATERIALS A/16
1.9 ASPHALT PAVING REF CIVIL
1.10 CONCRETE PAN REF CIVIL
1.11 TRICKLE CHANNEL REF CIVIL
PAVING & SURFACING DETAIL / SHEET
1.0
4.1 GUARDRAIL C/17
4.2 PRIVACY FENCE ON CONC WALL D/17
4.3 PEDESTRIAN GATE E/17
4.4 ORNAMENTAL FENCE F/17
4.5 ORNAMENTAL GATE A/18
4.6 MAINTENANCE GATE -
9.1 SHADE STRUCTURE - LARGE A/19
9.2 SHADE STRUCTURE - SMALL A/20
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
10
LANDSCAPE ENLARGEMENT S
NORTH
0 5'10'20'
SCALE: 1" = 10'-0"1 LANDSCAPE ENLARGEMENT S
1" = 10'-0"
SEE LANDSCAPE ENLARGEMENT N
WA
D
S
W
O
R
T
H
A
V
E
N
U
E
E
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
FO
FO
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
E E E E E E E E E E E E
E
E
ST
W W
ST
SS
ST
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
T
42 sf-GSW
12 sf-GSW
63 sf-GBS
24 sf-GSW
19 sf-GSW
28 sf-GSW
878 sf-CP
1-HAC
1-HAC
1-EQM
1-CHO
1-HWT1-CHO
2-HAC
1-HWT
1-EQM
1-HWT
1-CHO
3-YCU
17-GAI
3-GAU
1-FER
8-RGD
20-BLO
19-GAI
4-PPP
19-BGS
8-CMD
1-APL
9-BLO
14-YCO
3-GLS
3-MWB
25-BLO
8-BMS
1-GLS
7-YCO
3-GLS
6-GAI
3-CGM
8-GAI
3-PPP
3-GAU
1-FER
3-PSS
3-BLO
3-AFD
3-CGM
1-HWT
1-HWT
3-MWB
6-BMS
7-BLO
1-CHO
13-YCO
1-GLS
3-BLO
3-GAI
3-PSS
1-APL
3-CGM
3-BLO
1-PPP
3-GAU
3-PSS
4-PSS
4-BLO
1-FER
3-GAU
3-PPP
3-PSS
3-GAU
3-BLO
5-AFR
3-RGD
1-FER
8-RSG
3-RGD
6-GAU
6-BLO
3-PSS
3-RGD
16-BLO
23-LFV
18-GAI
3-RGD
5-PSS
3-AFD
1-GLS8-RSG 34-BLO
3-GAI
5-RSG
3-AFD
14-BLO
34-RSG
3-GAU
3-GAU
3-HWT
7-RSG
5-RSG
3-LEA
3-IDO
10-PBG
3-SNB
6-RSG
6-PBG
3-LEA
4-IDO
6-YCU
10-IDO
32-BLO
7-RGD
28-RSG
1-GLS
4-CGM
13-LEA
7-SNB
4-PBG
3-IDO
8-BLO
21-PBG
5-LEA
CONTRACTOR SHALL
REPAIR LANDSCAPE
AS NEEDED
ADJACENT TO
CONCRETE PAVING.
11-PCY
3-BMS
3-BMS
15-PCY
3-BMS
3-PST
22-BGS
9-YCO
2-GLS
6-PST
9-RSG
9-PCY
1-YCU
11-PCY
8-BMS
7-PST
SWALE
REF: CIVIL
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
DECIDUOUS TREE
GRASSES
ORNAMENTAL TREE
PERENNIALS
PLANTING PLAN LEGEND
SHRUBS
LOW WATER TURF GRASS
GROUNDCOVERS
PLANTING PLAN NOTES
1.REFER TO SHEET 21 - PLANTING DETAILS FOR:
DECIDUOUS TREE PLANTING
SHRUB PLANTING
PERENNIAL/GRASS/GROUNDCOVER PLANTING
2.REFER TO SHEET 13 - PLANT SCHEDULE FOR PLANT SCHEDULE.
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
NORTH
0 5'10'20'
SCALE: 1" = 10'-0"1 PLANTING ENLARGEMENT N
1" = 10'-0"
11
PLANTING ENLARGEMENT N
SEE PLANTING ENLARGEMENT S
WA
D
S
W
O
R
T
H
A
V
E
N
U
E
EEEEEEEE
W
W
W
W
W
G
FO
EEEEEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
E
E
E
E
E
E
E
E
E
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FOFOFOFOFOFOFOFOFOFO
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
GGGGGGGGGGGGGGGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO FO FO FO FO FO FO FO FO FO FO
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
F
O
F
O
F
O
F
O
G
G
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
FOFOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
F
O
F
O
F
O
F
O
FOFOFO
W
W
W
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
ST
ST ST
ST ST ST
ST
ST
W
W
W
W W W W
W
W
W
W
W W W
FDC
G
G
SS
LIMITS OF WORK
LIMITS OF WORK
64 sf-GBS
9 sf-GSW
30 sf-GSW
23 sf-GBS
10 sf-GSW
59 sf-GSW
247 sf-CP
3-HWT
3-HWT
1-AME
2-SBC
1-AME
1-SBC
1-HAC
4-GAU
6-BLO
22-GAI
1-EQM
3-YCU
6-PCY
6-RSG
3-PST
3-GLS
14-BMS
9-YCO
6-MPA
9-PST
3-TMG
14-BGS
3-CGM
4-RSG
1-MWB
5-PCY
3-MPA
4-BMS
5-PCY
4-PST
9-YCO
6-YCO
4-PST
7-PCY
4-BMS
3-MPA
3-YCU7-IDO
6-APL
3-YCU
3-CGM
3-MEJ
3-CMD
9-GAI
6-BGS
3-CGM
8-CMD
3-PPP
8-PST
3-MEJ
4-CMD
9-PST
3-YCU
8-CMD
7-YCO
3-PST
5-AFR
4-RGD
8-YCO
3-APL
3-BLO
4-PST
3-BMS
3-GAU
14-PSS
13-BLO
10-RSG
7-PCY
3-PCY
3-RGD
3-ALU
1-YCU
6-PCY
3-ALU
7-RSG
3-PCY
3-RGD
3-ALU
3-PCY
3-RGD
5-RSG
6-IDO
3-SNB
1-AME
1-AME
8-AFR
3-PST
1-HAC
7-IDO
3-ALU
5-PCY
5-RSG
25-BLO
3-ALU
4-BMS
4-PCY
1-MWB
3-CGM
3-TMG
3-RSG
10-BGS
4-BMS
5-RGD
5-PCY
15-YCO
3-BLO
3-PST
3-PST
3-BLO
3-YCU
9-PBG
7-RSG
6-IDO
4-LEA
1-HAC
1-HAC
5-LEA
10-RSG
15-RSG
17-PBG
17-BLO
20-BLO
1-YCU
17-BGS
2-GLS
12-YCO
9-PST
8-BMS
10-PCY
15-BGS
7-RSG
15-YCO
SWALE
REF: CIVIL
LIMITS OF WORK
DECIDUOUS TREE
GRASSES
ORNAMENTAL TREE
PERENNIALS
PLANTING PLAN LEGEND
SHRUBS
LOW WATER TURF GRASS
GROUNDCOVERS
PLANTING PLAN NOTES
1.REFER TO SHEET 21 - PLANTING DETAILS FOR:
DECIDUOUS TREE PLANTING
SHRUB PLANTING
PERENNIAL/GRASS/GROUNDCOVER PLANTING
2.REFER TO SHEET 13 - PLANT SCHEDULE FOR PLANT SCHEDULE.
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
12
PLANTING ENLARGEMENT S
NORTH
0 5'10'20'
SCALE: 1" = 10'-0"1 PLANTING ENLARGEMENT S
1" = 10'-0"
SEE PLANTING ENLARGEMENT N
WA
D
S
W
O
R
T
H
A
V
E
N
U
E
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER
DECIDUOUS TREES
EQM 3 ACER PLATANOIDES 'EMERALD QUEEN' / EMERALD QUEEN NORWAY MAPLE 2" CAL.B&B
HWT 14 ACER TATARICUM 'GARANN' / HOT WINGS® TATARIAN MAPLE 2" CAL.B&B
HAC 7 CELTIS OCCIDENTALIS / WESTERN HACKBERRY 2" CAL.B&B
ORNAMENTAL TREES
SBC 3 AMELANCHIER CANADENSIS / CANADIAN SERVICEBERRY 2" CAL.B&B
AME 4 PRUNUS AMERICANA / AMERICAN PLUM 6' CLUMP B&B
CHO 4 PRUNUS VIRGINIANA / CHOKECHERRY 2" CAL.B&B
DECIDUOUS SHRUBS
LEA 25 AMORPHA CANESCENS / LEADPLANT 5 GAL.POT
BMS 72 CARYOPTERIS X CLANDONENSIS 'BLUE MIST' / BLUE MIST BLUEBEARD 5 GAL.POT
FER 4 CHAMAEBATIARIA MILLEFOLIUM / FERNBUSH 5 GAL.POT
AFD 9 CORNUS SERICEA 'FARROW' / ARCTIC FIRE® RED TWIG DOGWOOD 5 GAL.POT
IDO 43 CORNUS SERICEA 'ISANTI' / ISANTI RED TWIG DOGWOOD 5 GAL.POT
CMD 23 DAPHNE X BURKWOODII 'CAROL MACKIE' / CAROL MACKIE DAPHNE 5 GAL.POT
APL 11 FALLUGIA PARADOXA / APACHE PLUME 5 GAL.POT
GLS 17 RHUS AROMATICA 'GRO-LOW' / GRO-LOW FRAGRANT SUMAC 5 GAL.POT
CGM 24 RIBES ALPINUM 'GREEN MOUND' / GREEN MOUND ALPINE CURRANT 5 GAL.POT
YCU 27 RIBES AUREUM / GOLDEN CURRANT 5 GAL.POT
SNB 13 SYMPHORICARPOS ALBUS / COMMON SNOWBERRY 5 GAL.POT
TMG 6 THERMOPSIS MONTANA / MOUNTAIN GOLDENBANNER 5 GAL.POT
EVERGREEN SHRUBS
MPA 12 ARCTOSTAPHYLOS X COLORADENSIS 'PANCHITO' / PANCHITO MANZANITA 5 GAL.POT
MEJ 6 JUNIPERUS SCOPULORUM 'MEDORA' / MEDORA JUNIPER 5 GAL.POT
MWB 8 PINUS MUGO 'WHITE BUD' / WHITE BUD MUGO PINE 7 GAL.POT
GRASSES
BGS 103 BOUTELOUA CURTIPENDULA / SIDE OATS GRAMA 1 GAL.POT
BLO 275 BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL.POT
RSG 178 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 1 GAL.POT
Very LowVery Low
Very Low
Low
Low
Low
Very Low
Low - Moderate
Very Low
Moderate - High
Low - Moderate
Low
Very Low
Moderate
Very Low
Low
Low
Low
Very Low
Very Low
Low
Low
Very Low
Moderate - High
Moderate
WATER USAGE GRASSES
BGS 103 BOUTELOUA CURTIPENDULA / SIDE OATS GRAMA 1 GAL.POT
BLO 275 BOUTELOUA GRACILIS 'BLONDE AMBITION' / BLONDE AMBITION BLUE GRAMA 1 GAL.POT
RSG 178 PANICUM VIRGATUM 'SHENANDOAH' / SHENANDOAH SWITCH GRASS 1 GAL.POT
PBG 84 SCHIZACHYRIUM SCOPARIUM 'PRAIRIE BLUES' / PRAIRIE BLUES LITTLE BLUESTEM 1 GAL.POT
PERENNIALS
YCO 137 ACHILLEA X 'MOONSHINE' / MOONSHINE YARROW 1 GAL.POT
AFR 18 ARTEMISIA FRIGIDA / FRINGED SAGE 1 GAL.POT
ALU 15 ARTEMISIA LUDOVICIANA / WHITE SAGEBRUSH 1 GAL.POT
GAI 105 GAILLARDIA ARISTATA / BLANKET FLOWER 1 GAL.POT
GAU 37 GAURA LINDHEIMERI / GAURA 1 GAL.POT
LFV 23 LIATRIS SPICATA 'FLORISTAN VIOLET' / FLORISTAN VIOLET BLAZING STAR 1 GAL.POT
PSS 38 PENSTEMON PINIFOLIUS 'P019S' / STEPPESUNS® SUNSET GLOW PENSTEMON 1 GAL.POT
PST 81 PENSTEMON STRICTUS / ROCKY MOUNTAIN PENSTEMON 1 GAL.POT
PPP 14 PENSTEMON X MEXICALI 'P007S' / PIKES PEAK PURPLE® PENSTEMON 1 GAL.POT
PCY 115 RATIBIDA PINNATA / PRAIRIE CONEFLOWER 1 GAL.POT
RGD 45 RUDBECKIA FULGIDA SULLIVANTII 'GOLDSTURM' / BLACK EYED SUSAN 1 GAL.POT
SYMBOL CODE QTY BOTANICAL / COMMON NAME SIZE CONTAINER SPACING
SHRUB AREAS
CP 1,347 SF CYNODON PWIN 04S / DOG TUFF GRASS ---PLUG
SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING
GROUND COVERS
GSW GALIUM ODORATUM / SWEET WOODRUFF ---
GBS GEUM FRAGARIOIDES / BARREN STRAWBERRY ---
Very Low
Very Low
Moderate - High
Low
Very Low
Very Low
Very Low
Low - Moderate
Low - Moderate
Moderate
Low
Low
Low
Low
Low
Low
Moderate
Moderate
GRASS AREAS
8" O.C.
Pot 8" O.C.1 Gal.
1 Gal.Pot 8" O.C.
CODE BOTANICAL / COMMON NAME SIZE CONTAINER
DECIDUOUS TREES
EQM Acer platanoides 'Emerald Queen' / Emerald Queen Norway Maple 2" Cal.B&B
DECIDUOUS SHRUBS
LEA Amorpha canescens / Leadplant 5 gal.Pot
IDO Cornus sericea 'Isanti' / Isanti Red Twig Dogwood 5 gal.Pot
YCU Ribes aureum / Golden Currant 5 gal.Pot
SNB Symphoricarpos albus / Common Snowberry 5 gal.Pot
GRASSES
BLO Bouteloua gracilis 'Blonde Ambition' / Blonde Ambition Blue Grama 1 gal.Pot
RSG Panicum virgatum 'Shenandoah' / Shenandoah Switch Grass 1 gal.Pot
PBG Schizachyrium scoparium 'Prairie Blues' / Prairie Blues Little Bluestem 1 gal.Pot
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
13
PLANT SCHEDULE1PLANT SCHEDULE
1" = 10'-0"
PLANT SCHEDULE
RAIN GARDEN PLANT SCHEDULE
NOTE: PLANT QUANTITIES PROVIDED IN PLANT SCHEDULE
OH
OH
SS
SS
SS
SS
SS
SS
W
W
W
W
W
W
W
W
W
W
W
W
W
G
G
G
G
G
G
G
E
E
E
EEEEEEEEE
W
W
W
W
EEEEEEEEEEEEEEEEEEEEE
E FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
E
E
E
E
E
E
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
FO
E
E
E
E
E
E
E
E
E
E
E
GGGGGGGGGGGG
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
F
O
F
O
F
O
F
O
F
O
FO
FO
FO
FO
FO
FO
FO FO FO FO FO
FO
E
E
E
E
E
E
E
E
E
E
F
O
F
O
G W W W
G
W W W W W W W W W W W W W W W W W W W W W W W
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
FO
FO
FO
FO
FO
FO
F
O
F
O
F
O
FO
FO
FO
FO
W
STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST
STST
ST
ST
STST
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
S
T
ST
ST
E E E E E
E
ST ST ST
ST ST ST
ST
ST
ST
SS
ST
ST
W
W W
W
W
W
FDC
W
G
ST
SS
SS
S
T
ST
ST
LIMITS OF WORK
LI
M
I
T
S
O
F
W
O
R
K
LIMITS OF WORK
LIMITS OF WORK
WA
D
S
W
O
R
T
H
B
L
V
D
T
H HIGH
M MODERATE
WATER BUDGET CATEGORIES
L LOW
18+ GALLONS/SF PER YEAR
10 GALLONS/SF PER YEAR
3 GALLONS/SF PER YEAR
VL VERY LOW 0 GALLONS/SF PER YEAR
0 x 18 GALS/SF
CALCULATING AN ANNUAL WATER BUDGET
0 GALS/YEARHIGH WATER ZONES
MODERATE WATER ZONES
LOW WATER ZONES
VERY LOW WATER ZONES
4,130 x 10 GALS/SF
7,375 x 3 GALS/SF
350 x 0 GALS/SF
41,300 GALS/YEAR
22,125 GALS/YEAR
0 GALS/YEAR
TOTAL SQUARE FEET/CATEGORY GALS/YEAR
11,855 SF TOTAL ALL ZONES 63,425 GALS/YEAR
TOTAL ALL ZONES
5.35 GALS/SF/YEAR AVERAGE
(GALS/YEAR TOTAL ALL ZONES DIVIDED BY SF TOTAL ALL ZONES)
HYDROZONE CATEGORY
HIGH
VERY LOW
MODERATE
HYDROZONE PLAN LEGEND
LOW
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
14
HYDROZONE PLAN
NORTH
0 20'40'10'
SCALE: 1" = 20'-0"1 HYDROZONE PLAN
1" = 20'-0"
3"
9"DE
P
T
H
V
A
R
I
E
S
,
4"
P
R
I
V
A
T
E
W
A
L
K
S
6"
P
U
B
L
I
C
W
A
L
K
S
NOTES:
1.REFER TO SPECIFICATIONS FOR ALL MATERIALS CALLED OUT IN DETAILS.
2.LOCATE EXPANSION JOINTS EVERY 200' MAXIMUM, OR AS SHOWN ON THE PLAN.
3.REFER TO SPECIFICATIONS FOR CONCRETE COLOR AND FINISH.
4.REFER TO PLANS FOR CONCRETE COLOR LOCATIONS.
12"
MIN.
18" MIN. - 24" MAX. O.C.
EQUAL SPACING
9"
9"
WIDTH VARIES - REFER TO PLAN
COMPACTED SUBGRADE
SAW CUT JOINT. 1
8" WIDTH, 1
4 OF SLAB DEPTH.
REFER TO PLAN FOR JOINT PLACEMENT
UNDISTURBED SUBGRADE
CONCRETE PAVING WITH FIBER MESH
3
8" EXPANSION JOINT MATERIAL, FULL WIDTH AND
DEPTH AT JOINT, REFER TO SPECIFICATIONS
'SIKA SPEED DOWEL' OR APPROVED EQUAL
INSTALL PER MANUFACTURER'S SPECIFICATIONS
JOINT SEALANT, 1
2" DEPTH OPEN FOR SEALANT
SEAL ALL EXPANSION JOINTS
WHEN NEW CONCRETE ABUTS EXISTING CONCRETE, DRILL
HOLE AND EPOXY DOWEL INTO EXISTING CONCRETE
3
8" RADIUS, TYPICAL
5
8" X 18" SMOOTH DOWEL, REFER TO SPECIFICATIONS. PLACE 18" MINIMUM TO
24" MAXIMUM, ON CENTER. MINIMUM 12" OFFSET FROM EDGE OF CONCRETE
1
1
/
2
"
SECTION
PLAN
SCALE:
CONCRETE PAVEMENT
1"=1'-0"
3
8" EXPANSION JOINT MATERIAL, FULL WIDTH AND
DEPTH AT JOINT, REFER TO SPECIFICATIONS
'SIKA SPEED DOWEL' OR APPROVED EQUAL
INSTALL PER MANUFACTURER'S SPECIFICATIONS
5
8" X 18" SMOOTH DOWEL, REFER TO SPECIFICATIONS. PLACE 18" MINIMUM TO
24" MAXIMUM, ON CENTER. MINIMUM 12" OFFSET FROM EDGE OF CONCRETE
WHEN NEW CONCRETE ABUTS EXISTING CONCRETE, DRILL
HOLE AND EPOXY DOWEL INTO EXISTING CONCRETE
A SCALE:
SPECIALTY PAVERS
1 1/2" = 1'-0"
RECONDITIONED SUBBASE
COMPACTED TO 95% SPD
NO. 6 AGGREGATE RECYCLED
CONCRETE BASE COURSE
BEDDING SAND
CONCRETE PAVERS
11
2"
6"
FILTER FABRIC
NOTES:
1.REFER TO CURRENT GEOTECH REPORT FOR SUBGRADE DESIGN.
2.REFER TO SPECIFICATIONS FOR CONCRETE PAVER PRODUCT INFORMATION.
APPLY POLYMERIC SAND
PER MANUFACTURERS
RECOMMENDATIONS
2"
SECTION UNDISTURBED SUBGRADE
6"
SCALE:
CRUSHER FINES PAVING
3"=1'-0"
4"
NOTES:
1.1
4" MINUS AGGREGATE GRAY GRANITE CRUSHER FINES.
2.DO NOT USE STABILIZER IN CRUSHER FINES THAT ARE DIRECTLY UNDER THE DRIP
LINE OF ANY EXISTING OR PROPOSED TREE.
4"
95% COMPACTED SUBGRADE
SECTION
CRUSHER FINES
COMPACTED IN 2" LIFTS
UNDISTURBED SUBGRADE
C
B
SCALE:
POURED-IN-PLACE SURFACING ON CONCRETE SUB-BASE
1 1/2" = 1'-0"
4"
5"
ADJACENT CONDITIONS VARY, REFERENCE PLANS.
WHERE ADJACENT TO CONCRETE,
POURED-IN-PLACE SHALL BE FLUSH
1/2" MIN. POURED-IN-PLACE
TOP RUBBER SURFACE
CUSHION COURSE,
REFER TO SPECIFICATIONS
CONCRETE BASE
4" COMPACTED AGGREGATE SUB-BASE
UNDISTURBED SUBGRADE
COMPACTED SUBGRADE
NOTES:
1.DEPTH OF POURED-IN-PLACE WILL VARY BASED ON CRITICAL FALL HEIGHTS. COORDINATE WITH
PLAY EQUIPMENT MANUFACTURER TO ENSURE ADEQUATE FALL HEIGHT PROTECTION.
2.CUSHION COURSE SHALL BE NO LESS THAN 1
2" DEEP.
3.TOP WEARING COURSE SHALL BE NO LESS THAT 1
2" DEEP.
SECTION
SCALE:
SYNTHETIC TURF
1 1/2" = 1'-0"
1/
2
"
2
1
/
4
"
4"
GLUE AND STAPLE TURF TO COMPOSITE WOOD BORDER
COMPACTED CLASS 6 ROAD BASE (90% COMPACTION)
COMPACTED CRUSHER FINES (90% COMPACTION)
COMPACTED SUBGRADE
HIGH-PERFORMANCE COATED INFILL
PER SPECIFICATIONS
SYNLAWN SYNTHETIC GRASS FIBER
ANCHOR 2X4 COMPOSITE WOOD PERIMETER
BOARD TO ADJACENT CONCRETE USING
TAPCON ANCHORS @ 3' O.C.
NOTES:
1.INSTALLATION TO BE COMPLETED IN
ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS.
2.THE GRASS MUST BE INSTALLED AND
SEAMED WITH ADJACENT PIECES
RUNNING IN THE SAME DIRECTION;
SEAMS SHOULD BE GLUED WITH
SUITABLE SEAMING GLUE AND SEAMING
CLOTH, NOT ADHESIVE TAPE.
3.ALL INFORMATION CONTAINED HEREIN
WAS CURRENT AT THE TIME OF
DEVELOPMENT BUT MUST BE REVIEWED
AND APPROVED BY THE PRODUCT
MANUFACTURER TO BE CONSIDERED
ACCURATE.
4.CONTRACTOR'S NOTE: FOR PRODUCT
AND COMPANY INFORMATION VISIT
WWW.SYNLAWN.COM
SECTION
IMPACT ATTENUATION PAD FOR FALL ZONE
PROTECTION
2"
4" COMPACTED AGGREGATE
SUB-BASE
D E
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
15
SITE DETAILS
SCALE:
CONCRETE SEAT WALL W/ PRECAST CAP
1"-1'-0"
3.
5
"
CIP CONC
1'-2"
36
"
M
I
N
D
E
P
T
H
12"
FG
PRECAST CONCRETE CAP
1"
1
2" MORTAR BED
FINISH GRADE VARIES, RE:
PLANS
18
"
±
CONCRETE WALL -
CONCRETE FORM LINER
ON ALL VERTICAL FACES
COMPACTED SUBGRADE
#5 REINF @ 12" O.C. EACH
WAY
EXPANSION JOINT
SECTION
3"
CL
R
NOTES
1.REFER TO
SPECIFICATIONS FOR
PRECAST CONCRETE
CAP PRODUCT
INFORMATION.
2.EXPANSION JOINTS
WILL BE PROVIDED
FOR CONCRETE WALL,
20' O.C. MAX.
3.RE: CIVIL FOR TOP OF
WALL ELEVATIONS.
4.FORM LINER SHALL BE
FROM SCOTT SYSTEM -
#108 FLUTED FIN 1 2".
FORM LINER PATTERN
SCALE:
CONCRETE WALL W/FENCE
1"-1'-0"
SECTION
24
"
1'-0"NOTES:
1. EXPANSION JOINTS TO BE PROVIDED FOR
CONCRETE WALL, 20' O.C. MAX.
2. RE: CIVIL FOR TOP OF WALL ELEVATIONS
3. CONTRACTOR SHALL PROVIDE SHOP
DRAWINGS.
4. FORM LINER SHALL BE FROM SCOTT SYSTEM
- #108 FLUTED FIN 1 2".
PRIVACY FENCE
1" X 1" 45° CHAMFERED EDGE
CAST IN PLACE CONCRETE
WALL, CONCRETE FORM LINER
ON ALL VERTICAL FACES
28
"
10"
#5 RB @ 16" OC EW
CONC FOOTING, REF STRUCTURAL
(4) #5 RB-CONT 3" CLR8"
M
I
N
2'-6"
10"
FORM LINER PATTERN
COMPACTED SUBGRADE
SCALE:
GARDEN WALL
1"-1'-0"
1'-0"
3'
-
0
"
CAST IN PLACE CONCRETE
WALL, REF STRUCTURAL FOR
WALL REINFORCEMENT
6"
COMPACTED SUBGRADE
SECTION
6" COMPACTED AGGREGATE
BASE COURSE
CONC FOOTING
REF STRUCTURAL FOR
FOOTING DESIGN AND
REINFORCEMENT
1'-2"
3.
5
"
1"
ELEVATION
NOTES
1.REFER TO SPECIFICATIONS FOR PRECAST CONCRETE CAP
PRODUCT INFORMATION.
2.RE: CIVIL PLANS FOR TOP OF WALL ELEVATIONS.
3.COORDINATE EXTENT OF VENEER W/ FS & FG ELEVATIONS. NO
CONC TO BE EXPOSED AFTER GRADING OPERATION COMPLETED.
4.BRICK COLOR TO MATCH ARCHITECTURE.
FG FG
1/2" MORTAR BED
PRECAST CONCRETE CAP PRECAST CONCRETE CAP
BRICK FACE VENEER
W/ TOOLED MORTAR JOINTS
DC
SCALE:
SHARED STREET MATERIALS
1"=1'-0"
FLUSH CONCRETE CURB
REF CIVIL
ASPHALT PAVING
REF CIVIL
CONCRETE RAIN GARDEN WALL
REF STRUCTURAL FOR WALL DESIGN
REF CIVIL FOR WALL ELEVATIONS
DETENTION BASIN
CONCRETE EDGE
SANDSTONE BENCHPLANTING AREA
SECTION
CONCRETE PAVING
COLORED
CONCRETE PAVING
STANDARD GREYPERFORATED DRAIN, RE: CIVIL
B
A
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
16
SITE DETAILS
SCALE:
PEDESTRIAN GATE
1/2"=1'-0"
FRONT ELEVATION
PLAN VIEW
SEE LAYOUT PLAN
FOR DIMENSIONS
NOTES:
1.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO OWNER'S REPRESENTATIVE AND
LANDSCAPE ARCHITECT FOR REVIEW AND APPROVAL.
2.RE: PLAN FOR GATE OPENING DIRECTION
3.RE: ARCHITECTURE FOR PANIC HARDWARE
3"
PERFORATED STEEL PANEL
POWER COATED
2"x 4" STEEL POST BRACE
POWDER COATED
1" TYP.
PROVIDE SPRING TEE HINGE, TYP.
PANIC HARDWARE LOCATED ON
INSIDE OF COURTYARD AREA
ADJACENT CONCRETE WALL
2"x 4" STEEL POST FRAMING,
POWDERCOATED
E
PLAN VIEW
NOTES:
1. 24" HT. CONCRETE WALL TO RUN UNDER LENGTH OF FENCING, RE PLANS.
2. PRICING:
BASE BID IS 1"X6" CEDAR BOARD
ALTERNATE BID IS ALUMIWOOD SLATS
CONTACT - JEREMY CARLSON
(602)545-2317
JEREMY@KNOTWOOD.COM
8' - 0"
POST SPACING (MAX)
SCALE:
PRIVACY FENCE ON CONCRETE WALL
1/2"=1'-0"
6'
-
6
1
/
2
"
ELEVATION
8'-0" O.C.
POST SPACING
2'
-
0
"
4'
-
6
1
/
2
"
15/16" KNOTWOOD SLAT SPACER
(KASP08)
1" X 6" KNOTWOOD SLAT
(KES15016)
6" X 6" STEEL POST, TYP.
SURFACE MOUNT POSTS TO CONC.
WALL
ONE-WAY POST CONNECTION
(KESP1W625)
24" HT. CONC WALL
RE: DETAIL
6" X 6" STEEL POST, TYP.
SURFACE MOUNT TO CONC WALL
D SCALE:
ORNAMENTAL FENCE
NOT TO SCALE
PRODUCT INFORMATION:
MANUFACTURER:AMERISTAR FENCING OR APPROVED EQUAL
MODEL: ECHELON PLUS OR APPROVED EQUAL
COLOR:POWDERCOAT BLACK
INSTALL:INSTALL PER MANUFACTURER'S RECOMMENDATIONS
48
"
8'-0"
12"
ELEVATION SECTION
FENCE RAIL
FENCE POST
FENCE PICKETS
FENCE POST
RE: PLANS FOR CONCRETE
EDGER LOCATIONS
(2) #4 CONTINUOUS
R1"
F
FS
FG
3'
-
6
"
6'-0"
SECTION
ELEVATION
STEEL RAILING
MESH PANEL
2"X2" TUBE STEEL
POST
STEEL RAILING
MESH PANEL
2"X2" TUBE STEEL
POST
NOTES:
1. RE: STRUCTURAL
DRAWINGS FOR FOOTING
DESIGN AND
REINFORCEMENT.
2. RE: STRUCTURAL FOR
ALL GUARDRAIL
CONNECTIONS.
3. ALL METAL TO BE
POWDER COATED.
CONTRACTOR TO SUBMIT
COLOR SAMPLES TO
OWNER'S REPRESENTATIVE
AND LANDSCAPE
ARCHITECT FOR REVIEW
AND APPROVAL.
RAIN GARDEN
CONCRETE WALL
RE: STRUCTURAL FOR
FOOTING DESIGN AND
REINFORCEMENT
3'
-
6
"
RE: STRUCTURAL FOR
FOOTING DESIGN AND
REINFORCEMENT
GUARDRAIL POST
CONNECTION,
RE: STRUCTURAL
4"
4"
2"
GUARDRAIL POST
CONNECTION,
RE: STRUCTURAL
SCALE:
GUARDRAIL
1"=1'-0"CSCALE:
CONCRETE CURB
1 1/2" = 1'-0"
6"
EQ EQ
6"
6"6"
4"
LANDSCAPING, RE: PLANS
STANDARD GRAY CONCRETE,
1/2"R EDGES, BROOM FINISH
PARALLEL WITH LENGTH OF EDGER
CONCRETE PAVING
(2) NO. 4# REBAR, CONTINUOUS - TYP
TOPSOIL, 80% STD PROCTOR DENSITY
COMPACTED SUBGRADE
UNDISTURBED SUBGRADE
SECTION
EXPANSION JOINT
SCALE:
CONCRETE EDGER
1 1/2" = 1'-0"
6" CONC HEADER-MED.
BROOM FINISH 1/4" RADIUS
AT TOP EDGES, PROVIDE
TOOLED SCORE JOINT AT
4' SPACING
#4 RB CONT PROVIDE
2" MIN. CLR CONC ALL
SIDES
SEE PLANS AS ADJACENT
CONDITION VARIES
6"
9"
ADJACENT SURFACING
SECTION
NOTES:
1.FINISH GRADE ADJACENT TO CONCRETE EDGER SHALL BE FLUSH WITH SURFACE OF EDGER TO
ALLOW DRAINAGE TO FLOW ACROSS EDGER.
A B
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
17
SITE DETAILS
SCALE:
PET WASTE STATION
1"=1'-0"
3'
-
6
3
/
8
"
5
1
/
2
"
11"
9"
FRONTBACK
PRODUCT NOTES:
MANUFACTURER - SITE PIECES
PRODUCT NAME - MONOLINE NO. 2 COMBO
SIZE/DIMENSIONS - 11" X 9' X 3'-6"HT.
MATERIAL - POWDER COATED STEEL
FINISH - POWDER COAT
POWDER COAT COLOR - POPPY
MOUNTING - SURFACE
QUANTITY - RE PLANS
CONTACT INFO -
JONATHAN DANIEU
JONATHAN@SITEPIECES.COM
COLOR SWATCH
SCALE:
LITTER & RECYCLING RECEPTACLE
1"-1'-0"
PLAN
SIDE ELEVATION
1'
-
2
"
2'-3"
3'
-
6
"
3/
8
"
LASER CUT
LITTER +
RECYCLE
SYMBOLS
KEYED CAM LOCK
BACK ELEVATION FRONT ELEVATION
PRODUCT NOTES:
MANUFACTURER - SITE PIECES
PRODUCT NAME - MONOLINE 36-GAL.DUAL
STREAM LITTER BIN
SIZE/DIMENSIONS - 2'-3" X 1'-2" X 3'-6"
MATERIAL - ALUMINUM
FINISH - POWDER COAT
POWDER COAT COLOR - OLIVE
MOUNTING - SURFACE
QUANTITY - RE PLANS
CONTACT INFO -
JONATHAN DANIEU
JONATHAN@SITEPIECES.COM
COLOR SWATCH
SCALE:
SANDSTONE BENCH
NTS
VARIES, RE: BOULDER
SCHEDULE LS103
4"
-
6
"
NOTES:
1.ALL STONE TO BE NATURAL BUFF SANDSTONE WITH SNAPPED EXPOSED FACE, MILLED SURFACE ONE SIDE AND NATURAL CLEFT SURFACE ONE
SIDE. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
2.BOULDER TO BE SET WITH TOP SURFACE LEVEL. AVERAGE HEIGHT OF BOULDER TO BE 18" FROM ADJACENT PAVED SURFACE
3.BOULDERS TO BE JOINED W 2-PART EPOXY AT MILLED FACE.
SPACING TO BE
COORDINATED WITH
LANDSCAPE ARCHITECT
11
"
-
1
2
"
11
"
-
1
2
"
3
4" MINUS CRUSHED
COMPACT GRAVEL MIX
ADJACENT CONDITION
VARIES, REF PLANS
NATURAL CLEFT SURFACE
ADJACENT CONCRETE
PAVING
EPOXY JOINT AT MILLED
FACE
SAWN SANDSTONE BLOCK
W SNAPPED FACE
SECTION ELEVATION
4"
-
6
"
SAWN SANDSTONE BLOCK
W SNAPPED FACE
EPOXY JOINT AT MILLED
FACE
3
4" MINUS CRUSHED
COMPACT GRAVEL MIX
95% COMPACTED
SUBGRADE
ADJACENT CONCRETE
PAVING
95% COMPACTED SUBGRADE
D
BSCALE:
ORNAMENTAL GATE
1/2"=1'-0"
NOTES:
1.ALL PAINTABLE STEEL TO BE POWDER COATED BLACK.
2.PANIC HARDWARE TO BE MOUNTED ON THE INTERIOR SURFACE. GATES ARE TO
SWING OUT AWAY FROM DOG RUN.
INTERIOR ELEVATION
45.5"
48" OPENING
4'
-
0
"
AMERISTAR ECHELON PLUS
MAJESTIC GATE
1
2" #16 EXPANDED METAL
KICK PLATE
SELF CLOSING HINGES, TYP
PRODUCT INFORMATION:
MANUFACTURER:AMERISTAR FENCING OR APPROVED EQUAL
MODEL: ECHELON PLUS OR APPROVED EQUAL
COLOR:POWDERCOAT BLACK
INSTALL:INSTALL PER MANUFACTURER'S RECOMMENDATIONS
Y-LATCH
A C
SCALE:
BIKE RACK
N.T.S
TYP.
3/
1
6
"
3/16"
6"
7" IN
S
I
D
E
RAD
I
U
S
7/16" HOLE
(TYP.)
BASEPLATE DETAIL
(TYP.)
1"
120° (TYP.)2'-4"*
2
'
*
*
4
'
6" CONCRETE PAD
INVERTED-U RACK
6' ***
2
'
*
*
1'-4"
13'-4"
1'-4"
2'-4"*
6'-0"1'-4"
2
'
*
*
3
'
-
6
"
7
'
-
6
"2'-4"*
6" CONCRETE PAD
2'-4"*
2
'
*
*
INVERTED-U RACK 3'-4" MINIMUM WHEN INSTALLED PERPENDICULAR
TO A WALL OR CURB.
CONCRETE PAD NOTES:
1.EXPOSED CONCRETE SURFACE TO BE BROOM FINISHED.
2.PAD SIZE MAY VARY AS DIRECTED BY THE ENGINEER.
3.PAD IS TO BE CONSTRUCTED WITH CLASS B CONCRETE.
4.EXCAVATION AND/OR EMBANKMENT REQUIRED FOR PAD
CONSTRUCTION WILL NOT BE PAID FOR SEPERATELY,
BUT SHALL BE INCLUDED IN THE COST OF THE PAD.
CONCRETE SHALL BE SLOPED AT 2% TO DRAIN.
SIDE-BY-SIDE
END-TO-END
3' MINIMUM WHEN INSTALLED PARALLEL TO A WALL
OR CURB. 5' MINIMUM SEPARATION FROM CURB
FACE WHEN INSTALLED ADJACENT TO A CURB WITH
"HEAD-IN" AUTOMOBILE PARKING.
10' MINIMUM IF MORE THAN TWO "U" RACKS IN A
SERIES.
DIMENSION NOTES:
1.HEIGHT-33'' FROM THE GROUND
2.CONTINUOUS BEND INSIDE RADIUS=7''
MATERIALS AND CONSTRUCTION NOTES:
1.MINIMUM OR 1 1/4'' SCHEDULE 40
STEEL PIPE (1 5/8'' OUTSIDE DIAMETER)
2.MAXIMUM 1 1/2" SCHEDULE 40
STEEL PIPE (2'' OUTSIDE DIAMETER)
3.SOLID ONE-PIECE CONSTRUCTION;CONTINUOUS
BEND; LEGS 14"-18" APART
4.GALVANIZED WITH BLACK POWDER COAT FINISH
5.FLUSH MOUNTED WITH WELDED BASE PLATES (6''
DIAMETER, 3/16'' THICK BASE PLATE). HIDDEN OR
VANDAL-RESISTANT FASTENERS (SCREWS OR
EXPANSION BOLTS)
ELEVATION TYPICAL ISO VIEW
FLUSH-MOUNT
BASE PLATE
E SCALE:
BACKED BENCH
1/2"=1'-0"
BENCH DETAIL FOR DESIGN INTENT ONLY.
MANUFACTURER TO BE FINALIZED AT TIME
OF CONSTRUCTION DOCUMENTS
6'-0"
2'
-
3
"
3'
-
2
1
/
2
"
1'
-
6
"
3/
8
"
PLAN
FRONT ELEVATION SIDE ELEVATION
PRODUCT NOTES:
MANUFACTURER - SITE PIECES
PRODUCT NAME - MONOLINE BACKED BENCH
SIZE/DIMENSIONS - 6'-0" X 2'-3" X 3'-2 1
2"
MATERIAL - ALUMINUM
FINISH - POWDER COAT
POWDER COAT COLOR - OLIVE
MOUNTING - SURFACE
QUANTITY - RE PLANS
CONTACT INFO -
JONATHAN DANIEU
JONATHAN@SITEPIECES.COM
COLOR SWATCH
F
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
18
SITE DETAILS
A SCALE:
SHADE STRUCTURE - LARGE
1/4" = 1'-0"
L5.05
A
L5
.
0
5
B
11'-6"11'-6"11'-6"11'-6"
46'-6"
12
'
-
0
"
11
'
-
6
"
6" x 6" HSS POSTS
PAINTED IN FIELD; COLOR TBD
MOUNT POSTS ON CONCRETE WALL
8'
-
6
"
6'
-
6
1
/
2
"
NOTES:
1.STEEL STRUCTURAL MEMBERS TO BE REVIEWED AND STAMPED BY CO
LICENSED STRUCTURAL ENGINEER.
2.STEEL STRUCTURE TO BE PAINTED IN FIELD WITH HIGH PERFORMANCE
EXTERIOR PAINT AND CLEARCOAT.
3.ROOF SLATS TO BE KNOTWOOD SHADE CLIP BATTENS - 1" X 6" W/ MAPLE
FINISH. KNOTWOOD SHADE CLIP BATTENS TO BE FIXED TO STEEL
STRUCTURE W/ CLIP BATTEN END MOUNTS.
4.FENCE SLATS TO BE KNOTWOOD - 1" X 6" W/ MAPLE FINISH. FENCE SLATS
TO BE FIXED TO STEEL STRUCTURE W/ ONE-WAY POST MOUNTS.
5.CONTRACTOR TO PROVIDE KNOTWOOD MATERIAL SAMPLES FOR FINAL
SELECTION BY LANDSCAPE ARCHITECT AND ARCHITECT FROM
MANUFACTURER'S FULL AVAILABLE PRODUCT LINE.
6.CUSTOM SHADE STRUCTURE DETAIL DRAWN TO SHOW DESIGN INTENT
ONLY. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND
APPROVAL TO THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION.
A - SECTION / ELEVATION
PLAN VIEW
15/16" KNOTWOOD SLAT SPACER
(KASP08)
ONE-WAY POST CONNECTION
(KESP1W625)
1" X 6" KNOTWOOD SLAT
(KES15016)
FINISHED SURFACE
RE: PLANS
6" x 6" HSS POSTS
PAINTED IN FIELD; COLOR TBD
SPREAD FOOTER
RE: STRUCTURAL
1" x 6" SLATS
KNOTWOOD SHADE CLIP BATTEN
KNOTWOOD BATTEN END MOUNT
CLIP, BOLT TO STEEL POST
KNOTWOOD 1" X 1" BATTEN BASE,
BOLT TO MOUNT CLIP
KNOTWOOD 1" X 6" SHADE CLIP
BATTEN, CLIP INTO BATTEN BASE
STEEL POST BEYOND
6" O.C.
SLAT MOUNTING SLAT MOUNTING ENLARGEMENT
45°
1" x 6" KNOTWOOD SHADE CLIP BATTEN, TYP.
4" x 8" HSS POSTS, TYP.
CONCRETE WALL
6" x 6" HSS BEAMS
PAINTED IN FIELD, COLOR TBD
CHARACTER IMAGES
FENCE
B - SECTION / ELEVATION
15/16" KNOTWOOD SLAT SPACER
(KASP08)
ONE-WAY POST CONNECTION
(KESP1W625)
1" X 6" KNOTWOOD SLAT
(KES15016)
CONC WALL
8'
-
6
"
6'
-
6
1
/
2
"
1" X 6" KNOTWOOD SLAT
(KES15016)
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
19
SITE DETAILS
SCALE:
SHADE STRUCTURE - SMALL
1/4"=1'-0"
L5.05
A
NOTES:
1.STEEL STRUCTURAL MEMBERS TO BE REVIEWED AND STAMPED BY CO
LICENSED STRUCTURAL ENGINEER.
2.STEEL STRUCTURE TO BE PAINTED IN FIELD WITH HIGH PERFORMANCE
EXTERIOR PAINT AND CLEARCOAT.
3.ROOF SLATS TO BE KNOTWOOD SHADE CLIP BATTENS - 1" X 6" W/ MAPLE
FINISH. KNOTWOOD SHADE CLIP BATTENS TO BE FIXED TO STEEL
STRUCTURE W/ CLIP BATTEN END MOUNTS.
4.FENCE SLATS TO BE KNOTWOOD - 1" X 6" W/ MAPLE FINISH. FENCE SLATS
TO BE FIXED TO STEEL STRUCTURE W/ ONE-WAY POST MOUNTS.
5.CONTRACTOR TO PROVIDE KNOTWOOD MATERIAL SAMPLES FOR FINAL
SELECTION BY LANDSCAPE ARCHITECT AND ARCHITECT FROM
MANUFACTURER'S FULL AVAILABLE PRODUCT LINE.
6.CUSTOM SHADE STRUCTURE DETAIL DRAWN TO SHOW DESIGN INTENT
ONLY. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR REVIEW AND
APPROVAL TO THE LANDSCAPE ARCHITECT PRIOR TO FABRICATION.
11'-6"
12
'
-
0
"
11
'
-
6
"
8'
-
6
"
8'
-
6
"
A - SECTION / ELEVATION
PLAN VIEW
6" x 6" HSS POSTS
PAINTED IN FIELD; COLOR TBD
1" x 6" SLATS
KNOTWOOD SHADE CLIP BATTEN
6" x 6" HSS BEAMS
PAINTED IN FIELD, COLOR TBD
12'-0"
1" x 6" KNOTWOOD SHADE CLIP BATTEN, TYP.
4" x 8" HSS POSTS, TYP.
1" X 6" KNOTWOOD SLAT
(KES15016)
KNOTWOOD BATTEN END MOUNT
CLIP, BOLT TO STEEL POST
KNOTWOOD 1" X 1" BATTEN BASE,
BOLT TO MOUNT CLIP
KNOTWOOD 1" X 6" SHADE CLIP
BATTEN, CLIP INTO BATTEN BASE
STEEL POST BEYOND
6" O.C.
SLAT MOUNTING SLAT MOUNTING ENLARGEMENT
45°
A
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
20
SITE DETAILS
SCALE:
DECIDUOUS TREE PLANTING
NTS
NOTES:
1.ANY BROKEN OR CRUMBLING ROOTBALL WILL BE REJECTED. REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
2.DO NOT CUT SINGLE LEADER. PRUNE DAMAGED OR DEAD WOOD AND CO-DOMINANT LEADERS AT
LANDSCAPE ARCHITECT'S DIRECTION ONLY.
3.ALL TREES TO BE STAKED IN THE SAME DIRECTION.
UNDISTURBED SUBGRADE
STAKE TO EXTEND MIN. 24" INTO UNDISTURBED SOIL.
SPECIFIED BACKFILL MIXTURE
SLOPE SIDES OF PIT AS SHOWN. ROUGHEN SIDES PRIOR TO BACKFILLING.
REMOVE ALL TWINE AND WIRE BASKET ENTIRELY. PULL BURLAP BACK 2/3
MINIMUM
FORM SAUCER AROUND EDGE OF TREE PIT
48" CIRCLE OF SHREDDED BARK MULCH (4" DEEP) AROUND BASE OF TREES IN
GRASS AREAS.
SET ROOT COLLAR 3" HIGHER THAN GRADE AT WHICH TREE GREWWRAP ENTIRE SURFACE OF TRUNK TO
SECOND BRANCH WITH SPECIFIED TREE
WRAP MATERIAL SECURED AT TOP AND
BOTTOM & AT 2-FT. INTERVALS. RE:
SPECS FOR TIMING.
6' WOOD TREE STAKE (2 MIN.) (4' EXPOSED)
14 GAUGE GALVANIZED WIRE, DOUBLE STRAND TWISTED.
1/2" DIAM. WHITE PVC PIPE SECTION ON ENTIRE LENGTH OF EACH WIRE.
12" NYLON TREE STRAP ON GUY WIRE AND AROUND TREE TRUNK.
2 X ROOT BALL DIA
STAKING DIRECTION
N
PLANTS SHALL BE EQUAL
DISTANT APART (SEE PLANT
LIST AND PLANT SPACING
DETAIL FOR SPACING)
4" MIN. MULCH OVER
ENTIRE BED; DO NOT
COVER CROWNS OF
PLANTS
CONTINUOUS
PLANTING BED
EXTENDING
UNDER PLANTS;
USE SPECIFIED
PLANTING SOIL MIX
SUBGRADE
8"
M
I
N
.
EQ.EQ.
SCALE:
PERENNIAL/GRASS/GROUNDCOVER PLANTING
NTSSCALE:
SHRUB PLANTING
NTS
112 X ROOTBALL DIA.
1'-6'' OR 1/2 O.C. SPACING
MIN. PLANTING SETBACK
TO EDGE OF PLANTING AREA
O
F
L
PL
A
N
T
P
I
T
BACKFILL MATERIAL.
CONSTRUCT WATERING
RING AROUND SHRUB.
AFTER PLANTING HAND SPADE
BETWEEN SHRUBS TO 6"
DEPTH.
4" SHREDDED CEDAR MULCH.
COMPACTED SUBGRADE.
SCALE:
CEDAR MULCH
3"=1'-0"
SUBGRADE
4"
4" CEDAR MULCH
ADJACENT SURFACING
(SEE PLANS)
1
2"
M
A
X
NOTES:
1. TOP OF MULCH SHOULD TERMINATE 1
2" BELOW ADJACENT SURFACING.
A B C
D SCALE:
EXPANDED SHALE MULCH
1"=1'-0"
CONCRETE RAIN GARDEN WALL
REF CIVIL
DETENTION MEDIA
REF CIVIL
EXPANDED SHALE
MULCH
UNCOMPACTED
SUB-GRADE
1"
FSCALE:
3/4" ROCK MULCH
3"=1'-0"
GROWING MEDIA
4"
4" DEPTH ROCK
MULCH AFTER
COMPACTION
ADJACENT SURFACING
1
2"
M
A
X
NOTES:
1. TOP OF MULCH SHOULD TERMINATE 1
2" BELOW ADJACENT SURFACING.
2. ROCK MULCH SHOULD TAPER UP TO 3" APPROACHING THE ADJACENT SURFACING.
3. GEOTEXTILE FABRIC SHOULD TAPER UP TOWARDS ADJACENT SURFACING AND
TERMINATE BELOW THE MULCH SURFACE SO THAT NO FABRIC IS VISIBLE.
LANDSACPE
FABRIC, OVERLAP
12" AND PIN
E SCALE:
COBBLE MULCH
3"=1'-0"
GROWING MEDIA
4"
COBBLE MULCH
4" DEPTH AFTER
COMPACTION
ADJACENT SURFACING
1
2"
M
A
X
NOTES:
1. TOP OF MULCH SHOULD TERMINATE 1
2" BELOW ADJACENT SURFACING.
2. COBBLE MULCH SHOULD TAPER UP TO 3" APPROACHING THE ADJACENT SURFACING.
3. GEOTEXTILE FABRIC SHOULD TAPER UP TOWARDS ADJACENT SURFACING AND
TERMINATE BELOW THE MULCH SURFACE SO THAT NO FABRIC IS VISIBLE.
LANDSACPE
FABRIC, OVERLAP
12" AND PIN
G
SHEET OF 23
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
JANUARY 30, 2026 - THE IVES II
FRH - IVES PHASE II
21
PLANTING DETAILS
0'20'40'80'10'
N
1" = 20'-0"
SITE PHOTOMETRIC PLAN
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Site 1.0 fc 8.0 fc 0.0 fc N/A N/A
SA SA SA
SC
SB
SD SD SD SD SD SE SE
SE
SE
SE
SE
SE
SE
SE SE
SFSF
SF
SF
SF
SF
SF
SF
SG SG
EXISTING ROADWAY
LIGHTING SHOWN
FOR REFERENCE
ONLY
EXISTING ROADWAY
LIGHTING SHOWN
FOR REFERENCE
ONLY
EXISTING LIGHTING
DESIGNED BY OTHERS
AND IS PROVIDING LIGHT
FOR THE ADJACENT
PROPERTY, SHOWN FOR
REFERENCE ONLY
EXISTING LIGHTING
DESIGNED BY OTHERS
AND IS PROVIDING LIGHT
FOR THE ADJACENT
PROPERTY, SHOWN FOR
REFERENCE ONLY
SFSF
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.6
1.9
0.1
0.2
0.2
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.2
0.2
0.6
1.5
0.3
0.3
0.4
0.4
0.4
0.5
0.2
8.0
0.1
0.4
0.5
0.6
0.6
0.6
0.8
0.5
7.5
4.0
4.9
5.1
4.9
4.6
3.7
1.6
2.9
4.0
3.6
1.0
0.4
0.6
0.9
1.1
1.1
1.0
0.4
6.0
4.5
2.1
1.8
1.6
1.3
0.9
0.7
0.7
0.8
0.7
0.4
0.4
0.7
1.3
2.0
2.0
1.5
0.4
6.3
2.3
2.0
1.8
1.7
1.7
1.3
0.7
0.4
0.3
0.2
0.4
0.8
1.4
2.6
3.0
1.3
0.3
5.9
2.9
3.4
3.2
4.5
6.3
5.4
3.1
2.4
0.3
0.2
0.4
0.7
1.4
2.7
2.6
0.6
0.2
2.2
2.0
4.4
2.7
5.3
7.7
4.6
1.4
0.6
0.3
0.2
0.2
0.2
0.5
0.7
0.7
0.6
0.7
0.9
1.1
0.6
0.1
0.1
0.4
0.5
0.8
0.9
3.3
4.1
2.3
1.1
0.6
0.4
0.4
0.3
0.8
1.7
1.3
0.8
0.6
0.4
0.3
0.2
0.1
0.1
0.1
0.0
0.5
0.6
0.5
0.5
1.1
1.8
1.4
0.8
0.6
0.9
2.8
1.5
0.8
1.8
1.3
0.8
0.5
0.3
0.2
0.2
0.1
0.1
0.1
0.2
0.1
0.2
0.6
1.3
1.0
0.6
0.4
0.4
0.5
0.6
0.6
0.7
2.1
3.8
3.2
0.7
0.8
0.9
0.6
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.3
0.3
0.3
0.3
0.2
0.3
2.1
2.3
1.3
0.7
0.5
0.3
0.2
0.3
0.4
0.8
1.5
2.0
1.8
0.8
0.3
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.4
0.5
0.5
0.4
0.3
0.4
1.6
2.1
1.3
0.7
0.4
0.3
0.2
0.2
0.3
0.6
0.9
1.1
1.0
0.6
0.2
0.2
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.6
0.8
0.9
0.7
0.5
1.2
1.4
0.9
0.7
0.5
0.9
1.5
1.6
1.1
0.7
2.2
2.2
1.2
0.6
0.3
0.8
2.4
2.8
1.1
0.6
1.5
1.5
1.0
0.7
0.4
0.3
1.3
1.8
0.5
0.5
0.9
1.0
0.8
0.6
0.4
0.3
0.4
0.5
0.4
0.5
0.8
0.8
0.7
0.5
0.3
0.6
2.4
2.5
0.8
0.7
0.8
0.7
0.6
0.5
0.3
1.8
4.9
5.5
1.9
1.1
1.0
0.9
0.7
0.5
0.3
1.8
3.1
3.5
2.6
1.8
1.4
1.1
0.7
0.4
0.3
1.3
2.2
3.0
2.8
2.8
2.0
1.5
0.8
0.4
0.2
0.9
1.7
3.0
3.3
3.9
2.9
1.7
0.7
0.4
0.2
0.5
0.8
1.5
2.5
2.8
3.4
2.5
1.6
0.7
0.4
0.2
0.4
0.7
1.2
1.7
1.8
2.1
1.6
1.2
0.7
0.4
0.2
0.1
0.4
0.6
0.9
1.2
1.3
1.3
1.2
0.9
0.6
0.4
0.2
0.1
0.4
0.6
0.7
0.9
0.9
0.8
0.9
0.7
0.6
0.4
0.2
0.1
0.4
0.5
0.6
0.7
0.7
0.6
0.7
0.6
0.5
0.4
0.2
0.1
0.3
0.5
0.6
0.7
0.6
0.5
0.7
0.6
0.5
0.4
0.2
0.1
0.3
0.5
0.6
0.7
0.7
0.7
0.8
0.7
0.5
0.4
0.2
0.1
0.0
0.3
0.5
0.7
0.9
1.0
0.9
1.0
0.8
0.6
0.4
0.2
0.1
0.1
0.3
0.5
0.8
1.2
1.4
1.6
1.3
1.0
0.7
0.4
0.2
0.1
0.0
0.2
0.5
1.0
1.7
2.0
2.8
1.9
1.5
0.8
0.4
0.2
0.1
0.1
0.2
0.4
1.0
2.3
2.8
4.3
2.8
1.8
0.7
0.3
0.2
0.1
0.0
0.2
0.4
1.0
2.1
2.6
4.0
2.5
1.7
0.7
0.3
0.2
0.1
0.0
0.2
0.5
0.9
1.5
1.7
2.2
1.6
1.3
0.7
0.4
0.2
0.1
0.0
0.2
0.4
0.7
1.0
1.2
1.2
1.1
0.9
0.6
0.4
0.2
0.1
0.0
0.2
0.4
0.5
0.6
0.8
0.7
0.8
0.6
0.5
0.3
0.2
0.1
0.0
SHEET OF
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FRH - IVES PHASE II
SITE PHOTOMETRIC PLAN
22 23
JANUARY 20, 2026- IVES II
2
FIXTURE TYPE SA
N.T.S.
SINGLE OR
DOUBLE HEAD
LUMINAIRE
GROUNDING STUD WITH
#8 CU GROUNDING WIRE
TO REBAR
1
FIXTURE TYPE SG
PARKING POLE BASE DETAIL
NO SCALE
8'-0"
2'-6"
24"
#3 TIES 3" FROM TOP
TOP OF FINISH
GRADE.
CONDUIT RISER,
QUANTITY AS
REQ'D.
#3 HORIZ. BARS @
12" O.C.
8#7, or 6#8 VERT BARS
1 #10 STRANDED TO
LIGHTING FIXTURE
4" X 8" HANDHOLE
IN LINE FUSE HOLDER
15'-6"
BASE DEPTH SHALL BE
FIELD VERIFIED WITH
STRUCTURAL/CIVIL
ENGINEER BASE ON
ONSITE SOIL
CONDITIONS AND
FIXTURE ASSEMBLY EPA
RATING.
Schedule
Symbol Label QTY Manufacturer Catalog Description Number
Lamps
Lamp
Output LLF Input
Power
SA
3 Zaniboni Lighting W2-LAR3S-1330C-5F-Z-
WS-0
W2-LAR3S-1330C-5F-Z-WS-0 1 1146 0.1 13
SB
1 1 799 1 11
SC
49 ALUZ A5-ZOZO-BLL-27K-GSFL-
-3W
LED LUMINAIRE 1 106 0.9 3.06
SD
5 Generation Brands 700OBSYN42SCUNV830
Z
LED PATHWAY 1 557 1 28.9
SE
10 HEPER LF8019_698-US-M-700-
830
PUNTO L-LED 1 - 56W - 700 mA - 3000K
CRI 80
1 4307 1 60
SF
10 FC/SSL Lighting Die-Cast Aluminum
Exterior Architectural
Wall Mount.
FCW1038-UNV-3K-CRI85-14L-*-DFL-LD 1 3001 1 24
SG
2 COOPER LIGHTING
SOLUTIONS - McGRAW-
EDISON (FORMERLY
EATON)
GLEON-SA1B-730-U-T3R GALLEON AREA AND ROADWAY LUMINAIRE
(1) 70 CRI, 3000K, 800mA LIGHTSQUARE
WITH 16 LEDS AND TYPE III ROADWAY
OPTICS
2 11955 1 141
WAC LIGHTING - dweLED PD-W36610 LED LUMINAIRE
4
FIXTURE TYPE SC
N.T.S.
3
FIXTURE TYPE SB
N.T.S.
6
FIXTURE TYPE SE
N.T.S.
5
FIXTURE TYPE SD
N.T.S.
8
FIXTURE TYPE SG
N.T.S.
7
FIXTURE TYPE SF
N.T.S.
FIXTURE WILL BE POLE MOUNTED, ONE AT
18' AND ONE AT 17'. FIXTURE SHALL ALSO
BE AIMED DOWNWARD AT THE DRIVE
LANES AND LANDSCAPED AREAS.
SHEET OF
SITE PLAN
A PARCEL OF LAND LOCATED IN THE NORTHEAST QUARTER OF SECTION 23, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN,
CITY OF WEHAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
44TH AND WADSWORTH BLVD. WHEAT RIDGE, CO 80033
FRH - IVES PHASE II
SITE LIGHTING DETAILS
23 23
JANUARY 20, 2026- IVES II