HomeMy WebLinkAboutWest 38th Avenue - Mixed Use Site PlanOH
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S89°53'22"W 165.56'
S0
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S89°53'22"W 165.52'
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1
0
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21
.
1
'
21.1'
6' SETBACK
6' SETBACK
26'
W 38TH AVENUE
(60' ROW)
RETAIL
4760 SF
3-STORY
RESIDENTIAL
6260 SF
OWNER: RICHARD G & SYLVIA J.LEWIS
6140 W 38TH AVE
#39-252-01-019
REC. NO. 94101903
OWNER: MICHAEL H. BUNNELL & NEALE HEYWOOD
3780 JAY STREET
#39-252-01-017
REC. NO. 2009009858
OWNER: ROXY F. & DINA K. VENDENA
3770 JAY STREET
#39-252-01-016
REC. NO. 2011084604
OWNER: DOUGLAS ROBERT LEWIS
3760 JAY STREET
#39-252-01-015
REC. NO. 2012079275
OWNER: IVAN POPOV
3740 JAY STREET
#39-252-01-014
REC. NO. 2020086021
OWNER: INGALLS 36 APARTMENT LLC
3662 INGALLS STREET
#39-252-01-020
REC. NO. 2022072240
LOT 7
GERALD LEE HEIGHTS
RESUBDIVISION
OWNER: KIMBERLY JO CORBETT
3735 HARLAN STREET
#39-252-00-014
REC. NO. 2021021006
OWNER: FAMILY FIRST REAL
ESTATE ADVISORS LLC
3749 HARLAN STREET
#39-252-00-003
REC. NO. 2022006992
OWNER: ZURICH HOLDING LLC
6000 W 38TH AVE
#39-252-00-001
REC. NO. 2020157220
OWNER: BSG DEVELOPMENT II LLC
3767 HARLAN STREET
#39-252-22-004
REC. NO. F1948544
HARLAN COURT SUB.
3-STORY
RESIDENTIAL
6260 SF
11 GARAGE STALLS
2,577 GSF
11
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R18'
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R29'
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C C CL CL CLRRII
R R R R
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26' FIRE LANE
EASEMENT &
DRIVE AISLE
122.1'
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26' DRIVE
AISLE
18'
13'13'
9'
1
1
'
5
'
9'
10'
18
'
EX. 4' SIDEWALK
EX. 6'' CURB AND GUTTER
10
10
10
12
10
12
13
14
1
10
EX 10' DRAINAGE
EASEMENT
EX 10' UTILITY
EASEMENT
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
6' SETBACK
6' SETBACK
6' SETBACK
ROW DEDICATION
(WIDTH VARIES)
9
9 9
12' BUILD TO LINE
10' LANDSCAPE
BUFFER
EX. 6'' CURB
AND GUTTER
7
1
15
15 15
15
15
10
11
11
8
8
9
EX. BUILDING
EX. FENCE
EX. TREE
EX. BUILDING
5
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19
19
19
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19
19
6
416
1
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TRASH
ENCLOSURE
10
DRIVE-WAY CUT
SEE CDOT DETAIL M-609-1
16
TRELLIS STRUCTURE
17
18
2020
EX. LIGHT POLE TO BE REMOVED
22
23
21
21
21
FDC WITH KNOX HARDWARE
DRAINAGE EASEMENT
EV CHARGING
PEDESTAL
EV CHARGING
PEDESTAL
6' UTILITY &
DRAINAGE EASEMENT
10' UTILITY EASEMENT
6' FENCE
7 STAIRS
- 4.5" RISER
- 1' DEPTH
BIKE PARKING
(4 SPACES)
BIKE PARKING
(8 SPACES)
24
24
25
25
25
25
25
25
25
25
25
WHEEL STOP
WHEEL STOP
3
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LIGHT
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THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
10
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JLE / EAP
4/21/2025
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Godden|Sudik
A R C H I T E C T S
WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
KEYNOTES & LEGEND:
ADA RAMP
ADA SYMBOL
ADA PARKING SIGN (R7-8)
STOP SIGN (R-1)
CROSSWALK
10'' SIDEWALK CHASE
2' CURB CHASE
1' CURB CUT
4' CROSS PAN
6" VERTICAL CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' CATCH GUTTER
5' SIDEWALK
7' SIDEWALK
8' SIDEWALK
4' ROCK MULCH SWALE
SIGHT TRIANGLE (15' X 15')
SIGHT DISTANCE TRIANGLE (5.5' X 385'')
SIGHT DISTANCE TRIANGLE (38.5' X 445')
RETAINING WALL
BUILDING OVERHANG
NO PARKING - FIRE LANE SIGN
FIRE DEPARTMENT CONNECTION SIGN
FIRE SPRINKLER RISER ROOM SIGN
PEDESTRIAN LIGHT POLE
DOWNSPOUT
SETBACK
PROPOSED EASEMENT
ACCESSIBLE ROUTE
PROPOSED CONCRETE SIDEWALK
6" VERTICAL CURB W/ 1' SPILL GUTTER
6" VERTICAL CURB W/ 1' CATCH GUTTER
FIRE HYDRANT
LIGHT POLE
150' LONG DEDICATED 26' AERIAL
APPARATUS FIRE LANE
1
2
3
4
5
6
7
CALL BEFORE
YOU DIG
811
8
SITE PLAN NOTES:
1.BUILDING FOOTPRINTS SHOWN ARE BASED UPON THE
LATEST ARCHITECTURAL INFORMATION PROVIDED TO
CAGE ENGINEERING. SUBSEQUENT ARCHITECTURAL
CHANGES MAY EXIST. CONTRACTOR SHALL REFER TO
LATEST ARCHITECTURAL DRAWINGS FOR PRECISE
BUILDING DIMENSIONS AND LAYOUT AND NOTIFY THE
ENGINEER OF ANY DISCREPANCIES PRIOR TO
CONSTRUCTION.
2.ALL PROPOSED CURB AND GUTTER SHOWN CONNECTING
TO EXISTING CURB AND GUTTER SHALL TIE IN WITH 2-#4
BARS x 18" LONG DOWELED INTO THE EXISTING CURB.
3.ALL DIMENSIONS ARE TO FLOWLINE UNLESS OTHERWISE
NOTED.
4.EXISTING POWER POLES AND OVERHEAD POWER LINES
ONSITE TO BE DEMOLISHED & RELOCATED PER DIRECTION
FROM XCEL.
5.ALL EASEMENTS TO BE DEDICATED BY SEPARATE
DOCUMENT AND/OR BY PLAT.
6.SIGNS SHALL BE PERMANENTLY LABELED AS NO PARKING
- FIRE LANE COMPLYING WITH IFC FIGURE D103.6.
7.SIGNS SHALL HAVE A MINIMUM DIMENSION OF 12 INCHES
(305 MM) WIDE BY 18 INCHES (457 MM) HIGH AND HAVE
RED LETTERS ON A WHITE REFLECTIVE BACKGROUND
WITH A THICKNESS OF 0.80.
8.SIGNS SHALL BE LOCATED AT THE BEGINNING AND END
OF THE FIRE LANE, THE SIGN SHALL HAVE A SINGLE
HEADED ARROW POINTING IN THE DIRECTION THE
REGULATION IS IN EFFECT. THE INTERMEDIATE SIGNS
SHALL HAVE A DOUBLE HEADED ARROWS POINTING IN
BOTH DIRECTIONS.
9.GALVANIZED STEEL POST, SET 3'- 0" MINIMUM , BELOW
GRADE AND INTO MINIMUM 12" DIAMETER CONCRETE
PIER, FULL DEPTH.
10.THE MAXIMUM SPACING OF THE SIGNS SHALL TO 100',
CONTINGENT UPON LIFE SAFETY REVIEW AND APPROVAL.
11.THE SIGNS SHALL BE SET AT AN ANGLE OF NOT LESS
THAN 30 DEGREES AND NOT MORE THAN 45 DEGREES
WITH THE CURB OR LINE OF TRAFFIC FLOW.
12.FIRE LANE SIGNS SHOULD BE INSTALLED 2' BEHIND CURB
OR SIDEWALK.
13.THE CLEARANCE TO THE BOTTOM OF THE SIGN SHALL BE
7 FEET, THERE SHALL BE NOT OTHER SIGNS ATTACHED
TO THE SIGN OR THE SIGN POST
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
EV PARKING STALLS (26 TOTAL)
I EV INSTALLED (4 TOTAL)R EV READY (7 TOTAL)
C EV CAPABLE (5 TOTAL)CL EV CAPABLE LIGHT (11 TOTAL)
24
25
1" = ' (HORIZONTAL)
''
20
40200
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OH
W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W
W
W
W
W
W W W W
T
RBU
RBU
0.1
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0.1
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0.0
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0.0
0.0
0.0
0.0
0.1
0.2
0.2
0.3
0.4
0.7
0.9
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0.3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
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0.3
0.3
0.5
1.1
0.7
0.4
8.2
1.7
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0.2
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0.3
0.0
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0.0
0.0
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0.4
0.6
1.1
1.2
1.2
2.1
0.9
0.5
0.1
0.0
0.0
0.0
0.0
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0.8
0.4
0.5
0.6
0.7
0.9
0.9
0.7
0.6
0.5
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.5
0.7
0.8
1.0
1.1
1.2
0.5
0.9
1.2
1.2
1.4
1.4
1.2
1.2
0.9
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.7
0.8
1.0
0.8
1.3
0.6
1.1
1.6
1.8
2.1
2.1
1.8
1.6
1.1
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.8
0.9
1.1
0.7
0.7
0.7
1.2
1.7
2.9
4.4
4.3
2.9
1.7
1.2
0.0
0.0
0.0
0.0
0.3
0.4
0.5
0.6
1.0
1.2
1.3
0.8
0.7
0.7
1.3
1.8
3.3
4.5
4.5
3.3
1.8
1.3
0.0
0.0
0.0
0.0
0.3
0.5
0.7
0.8
1.3
1.6
1.7
1.0
0.9
0.7
1.3
1.8
3.1
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4.5
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1.7
1.2
0.0
0.0
0.0
0.0
0.3
0.6
0.8
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1.7
2.5
2.8
1.8
1.6
4.7
2.2
1.2
1.5
1.8
1.8
1.6
1.7
1.2
0.9
0.5
0.5
5.3
1.0
1.6
2.0
2.2
2.4
2.3
1.9
1.6
1.1
0.0
0.0
0.0
0.0
0.3
0.6
0.9
1.2
1.9
3.3
2.9
1.1
2.1
2.1
2.4
1.9
2.2
2.7
2.3
2.2
2.0
1.9
1.5
1.6
1.7
1.8
1.8
2.3
2.2
1.6
1.6
1.5
1.2
1.3
0.9
0.0
0.0
0.0
0.0
0.4
0.7
1.0
1.3
2.0
3.5
4.2
2.8
3.3
0.9
1.9
3.7
1.6
0.9
0.8
1.2
1.8
1.8
1.9
2.0
2.0
2.2
2.5
2.8
2.4
2.4
2.9
2.4
2.3
2.2
1.8
1.3
1.1
1.0
0.8
0.7
0.5
0.0
0.0
0.0
0.0
0.3
0.6
0.9
1.2
1.9
2.8
3.8
3.0
3.0
2.8
2.7
2.1
1.8
1.6
1.4
0.8
0.7
1.0
1.5
1.4
1.7
1.7
1.8
1.7
2.1
2.4
2.3
2.1
2.2
2.0
2.0
1.9
1.5
1.0
0.7
0.5
0.4
0.3
0.3
0.0
0.0
0.0
0.0
0.3
0.5
0.7
1.0
1.6
2.1
2.6
2.4
2.3
2.3
2.0
1.9
1.7
1.3
1.1
0.7
0.6
0.7
0.9
0.9
0.9
0.9
1.0
1.1
1.4
1.9
1.8
1.9
1.9
1.8
1.5
1.2
1.0
0.7
0.4
0.3
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.3
0.5
0.6
0.7
1.2
1.5
2.0
1.7
1.6
1.6
1.5
1.3
1.0
0.8
0.6
0.4
0.4
0.3
0.4
0.4
0.4
0.5
0.5
0.7
0.9
1.1
6.7
1.1
1.1
1.3
1.3
0.7
6.5
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.4
0.5
0.7
1.0
1.2
1.4
1.0
0.9
0.9
0.8
0.6
0.5
0.4
0.3
0.2
0.2
0.2
0.1
0.2
0.2
0.2
0.3
0.3
0.4
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.6
0.8
0.9
0.9
0.6
0.5
0.4
0.4
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.2
0.3
0.4
0.5
0.6
0.6
0.6
0.4
0.3
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
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0.0
0.2
0.3
0.3
0.4
0.5
0.4
0.4
0.3
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
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0.0
0.0
0.0
0.0
0.2
0.2
0.3
0.3
0.3
0.3
0.3
0.2
0.1
0.1
0.1
0.1
0.0
0.0
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0.0
PROPERTY LINE
SCALE:1 SITE LIGHTING PHOTOMETRIC
1" = 30'-0"
PHOTOMETRY PLAN GENERAL NOTES:
1.VALUES SHOWN ARE MAINTAINED HORIZONTAL
ILLUMINANCE VALUES MEASURED AT GRADE.
2.SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
PRODUCE EVEN ILLUMINATION OF PARKING AND
PAVED AREAS.
3.ALL LIGHT FIXTURES SHALL BE FULLY SHIELDED
AND DIRECT LIGHT DOWNWARDS.
4.THERE WILL BE NO OFF-SITE GLARE ALLOWED.
5.ALL EXTERIOR LIGHTING, INCLUDING FIXTURE
TYPE SW, TO BE PHOTOCELL CONTROLLED.
PROVIDE IECC COMPLIANT CONTROLS AND
VERIFY ALL CONTROLS WITH OWNERSHIP PRIOR
TO PURCHASE AND INSTALL.
SITE LIGHTING DESIGN HAS BEEN COMPLETED TO
CONFORM TO CITY OF WHEAT RIDGE EXTERIOR
LIGHTING STANDARDS
SP1
SP1
SP1
SP2
SD
SD
SW SW SW SW SWSW
SW
SW
SW
SW
SW
SW
SWSWSWSWSWSWSW
SW
SW
SW
SW
SW
SW
SW
SW SW SW SW SW SW
SW
SW
SW
SWSWSTST
ST
ST
SL1
PL1 PL1
PROJ NO:
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THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
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Godden|Sudik
A R C H I T E C T S
WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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3/13/2026
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STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
PP1
3
LUMINAIRE SCHEDULE
Symbol Label LLF WattsCatalog NumberGeneral Description LampMounting Height Color SHIELDING
WALL SCONCE
ENTRIES & GARAGES
8'-0" AFG LUMIERE
9003-W1-RW-LED3090-W-
BK-L1-UNIV
10W
SW
BLACK 1.00LED FULL CUTOFF
1.00LEDSITE POLE
PARKING/DRIVE AISLES
SP2
FULL CUTOFFBLACKINVUE
ECM-E03-LED-E1-T4-
SR-SN-BK-7030-VA6156
(2)75W
1.00LEDSITE POLE
PARKING/DRIVE AISLES
18'-0" AFG
SP1
FULL CUTOFFBLACKINVUE
ECM-E03-LED-E1-T3-
SR-SN-BK-7030-VA6154
75W
SD
DOWNLIGHT
OVERHANGS
10'-0" AFG WHITE 1.00LED FULL CUTOFFHALO
SMD6R-6-930-WH
9.6W
SW SP1-2 SD
ST
STEP LIGHT
STAIRS
LUMUX
SL332SS-WHITE-3000K-
120-BLACK
1.00 FULL CUTOFF2.7WBLACK2'-0" AFG LED
ST
18'-0" AFG
PUBLIC LUMINAIRE SCHEDULE
Symbol Label LLF WattsCatalog NumberGeneral Description LampMounting Height Color SHIELDING
1.00LEDSTREET LIGHT
STREETS
30'-0" AFG
SL1
FULL CUTOFFBLACKGE EVOLVE
ERLH-0-11-C3-40-A-BLCK-L
96W
PL1
PEDESTRIAN POLE
SIDEWALKS
14'-8" AFG WHITE 1.00LED FULL CUTOFFMOUNTAIN STATES
CY11T4-VS3AR
40W
PL1SL1
PROJ NO:
DATE :
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THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
Godden|Sudik
A R C H I T E C T S
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STUDIO LIGHTNING
63 SUNSET DR.
BAILEY, CO 80421
303.242.1572
PP2
4
1ST LEVEL
1ST PLATE
2ND PLATE
3RD PLATE
2ND LEVEL
3RD LEVEL
1ST LEVEL - RETAIL
2'
-
6
"
9'
-
1
1
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1'
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9'
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3'
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FIBER CEMENT PANEL SIDING
4" FIBER CEMENT LAP SIDING
VINYL WINDOW, TYP.
METAL RAILING
5/4 x 4 TRIM
8" PRECAST TRIM
STONE CAP
FULL BED BRICK
FULL BED STONE
5/4 x 12 TRIM
PREFABRICATED METAL
AWNING
METAL RAILING
AVG. GRADE
MAX. HEIGHT
SCREENING FOR MECHANICAL
EQUIPMENT. RE: #3/AL1
6" x 8" TRELLIS SYSTEM
5/4 x 4 WINDOW TRIM
7'
-
9
"
7'
-
9
"
7'
-
9
"
7'
-
9
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10
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6
"
10
'
-
6
"
8'
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6
3
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"
8'
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6
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"
5,423.30'
5,422.28'
5,420.80'
3'
-
3
1
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2
"
LANDSCAPE WALL. REFER TO SITE
PLAN AND #2/EL 1 FOR MORE
INFORMATION
WALL SCONCE, TYP. RE:
PHOTOMETRIC PLANS
LIGHT FIXTURE, TYP.
RE: PHOTOMETRIC PLANS
34
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1x8 FASCIA OVER 1x6 & 1x12
FASCIA
1ST LEVEL1ST LEVEL
1ST PLATE 1ST PLATE
2ND PLATE 2ND PLATE
3RD PLATE 3RD PLATE
2ND LEVEL 2ND LEVEL
3RD LEVEL 3RD LEVEL
1ST LEVEL - RETAIL1ST LEVEL - RETAIL
AVG. GRADEAVG. GRADE
FIBER CEMENT PANEL SIDING
8" FIBER CEMENT LAP SIDING
4" FIBER CEMENT LAP
SIDING
VINYL WINDOW, TYP.
THIN BRICK
METAL RAILING
5/4 x 4 TRIM
5/4 x 4 TRIM
8" PRECAST TRIM
AHDERED STONE
METAL RAILING
2'
-
6
"
9'
-
1
1
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"
1'
-
6
3
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"
9'
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1'
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9'
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SCREENING FOR MECHANICAL
EQUIPMENT
5/4 x 4 WINDOW TRIM
7'
-
9
"
7'
-
9
"
7'
-
9
"
8'
-
6
"
8'
-
6
"
SCUPPER W/
OVERFLOW
DOWNSPOUT, TYP.
8'
-
6
"
7'
-
9
"
7'
-
9
"
ELEVATOR SHAFT WALL
5,423.30'
5,422.28'
5,420.80'WALL SCONCE, TYP. RE:
PHOTOMETRIC PLANS
LIGHT FIXTURE, TYP.
RE: PHOTOMETRIC PLANS
WALL SCONCE, TYP.
RE: PHOTOMETRIC PLANS
SCREENING FOR MECHANICAL
EQUIPMENT
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1x8 FASCIA OVER 1x6 & 1x12
FASCIA
1x8 FASCIA OVER 1x6 & 1x12
FASCIA
MATERIAL CALCULATIONS
NORTH ELEVATION:
MASONRY =694 S.F. | 25.4%
CEMENT BOARD LAP SIDING =278 S.F. | 10.2%
FIBER CEMENT PANEL SIDING = 948 S.F. | 34.7%
GLAZING = 812 S.F. | 29.7%
TOTAL = 2,732 S.F.
EAST ELEVATION:
MASONRY = 1,134 S.F. | 15.8%
CEMENT BOARD LAP SIDING =3,016 S.F. | 42%
FIBER CEMENT PANEL SIDING = 1,168 S.F. | 16.3%
GLAZING = 1,857 S.F. | 25.9%
TOTAL = 7,175 S.F.
SOUTH ELEVATION:
MASONRY = 814 S.F. | 37.5%
CEMENT BOARD LAP SIDING =574 S.F. | 26.5%
FIBER CEMENT PANEL SIDING = 424 S.F. | 19.6%
GLAZING = 356 S.F. | 16.4%
TOTAL = 2,168 S.F.
WEST ELEVATION:
MASONRY = 1,581 S.F. | 22.9%
CEMENT BOARD LAP SIDING =2,643 S.F. | 38.3%
FIBER CEMENT PANEL SIDING = 956 S.F. | 13.9%
GLAZING = 1,719 S.F. | 24.9%
TOTAL = 6,899 S.F.
BUILDING TOTAL:
MASONRY = 4,223 S.F. | 22.3%
CEMENT BOARD LAP SIDING =6,511 S.F. | 34.3%
FIBER CEMENT PANEL SIDING = 3,496 S.F. | 18.4%
GLAZING = 4,744 S.F. | 25%
TOTAL = 18,974 S.F.
TRANSPARENCY CALCULATIONS
NORTH ELEVATION:
TRANSPARENCY ZONE TOTAL = 375.83 S.F.
TRANSPARENCY PROVIDED = 233.33 S.F. | 62.1%
BUILDING HEIGHTS
NORTH EAST SOUTH WEST
BUILDING 1
BLDG.
HT.
5,423.295,422.475,422.945,420.80 34'-11 1/2"
AVG.
5,422.28
3'
-
6
"
2" SQUARE TUBE
STEEL POST
24 GA. FACTORY
FINISHED STEEL RIBBED
PANEL
TOP OF ROOF 1ST LEVEL
1ST PLATE
2ND LEVEL
1ST LEVEL - RETAIL
AVG. GRADE STEEL PIPE
GUARDRAIL
CONCRETE
PATIO STEPS
WALL SCONCE, TYP. RE:
PHOTOMETRIC PLANS
LIGHT FIXTURE, TYP.
RE: PHOTOMETRIC PLANS
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY
OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY
BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION
FROM CAGE ENGINEERING, INC.
PROJ NO:
DATE :
ENG :
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ARCHITECTS
Godden|Sudik
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240068
JLE / EAP
9/3/2024
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WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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EL1
1/8" = 1'-0"1 NORTH ELEVATION
1/8" = 1'-0"4 EAST ELEVATION
5
NOTE: SIGNAGE NOT APROVED AS PART OF THIS
SUBMITTAL. SEPARATE SIGNAGE PERMIT REQUIRED
3/4" = 1'-0"2 ROOF SCREEN DETAILS
1/8" = 1'-0"3 NORTH ELEVATION - LANDSCAPE WALL & PATIO
1ST LEVEL
1ST PLATE
2ND PLATE
3RD PLATE
2ND LEVEL
3RD LEVEL
1ST LEVEL - RETAIL
9'
-
1
1
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1'
-
6
3
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"
9'
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1
1
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1'
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6
3
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"
9'
-
1
1
/
8
"
2'
-
6
"
FIBER CEMENT PANEL SIDING
8" FIBER CEMENT LAP SIDING
VINYL WINDOW, TYP.
FULL BED BRICK
METAL RAILING
5/4 x 4 TRIM
8" PRE CAST TRIM
FULL BED STONE
STONE CAP
METAL RAILING
AVG. GRADE
MAX. HEIGHT
35
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SCREENING FOR MECHANICAL
EQUIPMENT
5,423.30'
5,422.28'
5,420.80'
7'
-
9
"
7'
-
9
"
8'
-
6
"
8'
-
6
"
7'
-
9
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7'
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9
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7'
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9
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7'
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9
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9'
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0
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7'
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9
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7'
-
9
"
7'
-
9
"
SCUPPER W/ OVERFLOW ELEVATOR SHAFT WALL
METAL RAILING
SYSTEM
4" FIBER CEMENT LAP SIDING
DOWNSPOUT, TYP.
34
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FASCIA
1x8 FASCIA OVER 1x6 & 1x12
FASCIA
1ST LEVEL
1ST PLATE
2ND PLATE
3RD PLATE
2ND LEVEL
3RD LEVEL
9'
-
1
1
/
8
"
1'
-
6
3
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"
9'
-
1
1
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8
"
1'
-
6
3
/
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"
9'
-
1
1
/
8
"
FIBER CEMENT PANEL SIDING
8" FIBER CEMENT LAP SIDING
4" FIBER CEMENT LAP SIDING
VINYL WINDOW, TYP.
FULL BED BRICK
METAL RAILING
OVERHEAD GARAGE DOOR
5/4 x 4 TRIM
METAL RAILING
AVG. GRADE
MAX. HEIGHT
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8" PRECAST TRIM
SCREENING FOR MECHANICAL
EQUIPMENT
5/4 x 4 WINDOW TRIM
SCUPPER W/ OVERFLOW
DOWNSPOUT, TYP.
ELEVATOR SHAFT WALL
5,423.30'
5,422.28'
5,420.80'
WALL SCONCE, TYP. RE:
PHOTOMETRIC PLANS
34
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1x8 FASCIA OVER 1x6 & 1x12
FASCIA
MATERIAL CALCULATIONS
NORTH ELEVATION:
MASONRY =694 S.F. | 25.4%
CEMENT BOARD LAP SIDING =278 S.F. | 10.2%
FIBER CEMENT PANEL SIDING = 948 S.F. | 34.7%
GLAZING = 812 S.F. | 29.7%
TOTAL = 2,732 S.F.
EAST ELEVATION:
MASONRY = 1,134 S.F. | 15.8%
CEMENT BOARD LAP SIDING =3,016 S.F. | 42%
FIBER CEMENT PANEL SIDING = 1,168 S.F. | 16.3%
GLAZING = 1,857 S.F. | 25.9%
TOTAL = 7,175 S.F.
SOUTH ELEVATION:
MASONRY = 814 S.F. | 37.5%
CEMENT BOARD LAP SIDING =574 S.F. | 26.5%
FIBER CEMENT PANEL SIDING = 424 S.F. | 19.6%
GLAZING = 356 S.F. | 16.4%
TOTAL = 2,168 S.F.
WEST ELEVATION:
MASONRY = 1,581 S.F. | 22.9%
CEMENT BOARD LAP SIDING =2,643 S.F. | 38.3%
FIBER CEMENT PANEL SIDING = 956 S.F. | 13.9%
GLAZING = 1,719 S.F. | 24.9%
TOTAL = 6,899 S.F.
BUILDING TOTAL:
MASONRY = 4,223 S.F. | 22.3%
CEMENT BOARD LAP SIDING =6,511 S.F. | 34.3%
FIBER CEMENT PANEL SIDING = 3,496 S.F. | 18.4%
GLAZING = 4,744 S.F. | 25%
TOTAL = 18,974 S.F.
BUILDING HEIGHTS
NORTH EAST SOUTH WEST
BUILDING 1
BLDG.
HT.
5,423.295,422.475,422.945,420.80 34'-11 1/2"
AVG.
5,422.28
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY
OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY
BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION
FROM CAGE ENGINEERING, INC.
PROJ NO:
DATE :
ENG :
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Godden|Sudik
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240068
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9/3/2024
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WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
10
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EL21/8" = 1'-0"1 WEST ELEVATION
1/8" = 1'-0"2 SOUTH ELEVATION
6
1ST LEVEL
1ST PLATE
9'
-
1
1
/
8
"
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13
'
-
1
1
"
4"
/
1
2
"
ASPHALT SHINGLES, TYP.
5/4 x 6 COMPOSITE FASCIA
8" LAP SIDING, 7" EXPOSURE
5/4 x 4 DOOR TRIM
FULL BED BRICK
STONE CAP
OVERHEAD GARAGE DOOR
DOWNSPOUT, TYP.
1ST LEVEL
1ST PLATE
4"
12"
4"
12"
9'
-
1
1
/
8
"
OV
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13
'
-
1
1
"
ASPHALT SHINGLES, TYP.
5/4 x 6 COMPOSITE FASCIA
8" LAP SIDING, 7" EXPOSURE
FULL BED BRICK
STONE CAP
T.
O
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T
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B
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3'
-
0
1
/
4
"
DOWNSPOUT, TYP.
1ST LEVEL
1ST PLATE
9'
-
1
1
/
8
"
OV
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'
-
1
1
"
4"
/
1
2
"
ASPHALT SHINGLES, TYP.
5/4 x 6 COMPOSITE FASCIA
8" LAP SIDING, 7" EXPOSURE
FULL BED BRICK
STONE CAP
T.
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3'
-
0
1
/
4
"
DOWNSPOUT, TYP.
1ST LEVEL
1ST PLATE
9'
-
1
1
/
8
"
4"
12"
4"
12"
OV
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13
'
-
1
1
"
ASPHALT SHINGLES, TYP.
5/4 x 6 COMPOSITE FASCIA
8" LAP SIDING, 7" EXPOSURE
FULL BED BRICK
STONE CAP
DOWNSPOUT, TYP.
FULL BED STONE OVER
CMU. COLOR TO MATCH
BUILDING BASE
METAL PANEL TRASH
ENCLOSURE SWING GATE,
PNT.
6'
-
0
"
PRE-CAST STONE CAP
BOLLARD
FULL BED STONE OVER
CMU. COLOR TO MATCH
BUILDING BASE
6'
-
0
"
PRE-CAST STONE CAP
BOLLARD
6'
-
0
"
FULL BED STONE OVER
CMU. COLOR TO MATCH
BUILDING BASE
PRE-CAST STONE CAP
ACCESSIBLE RESIDENT
ENTRANCE
3'-0 3/8" CLR.
6'
-
0
"
FULL BED STONE OVER
CMU. COLOR TO MATCH
BUILDING BASE
PRE-CAST STONE CAP
BOLLARD
STONE CAP
FULL BED BRICK
5/4" x 12" COMPOSITE
FASCIA
STEEL TRELLIS
DECORATIVE BRICK PATTERN
WALL
8'
-
0
"
MASONRY SCREEN WALL
STONE CAP
FULL BED BRICK
5/4" x 12" COMPOSITE
FASCIA
STEEL TRELLIS
10
'
-
6
"
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13
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-
5
1
/
4
"
0.50
12
DECORATIVE BRICK PATTERN
WALL
STONE CAP
FULL BED BRICK
5/4" x 12" COMPOSITE
FASCIA
DOWNSPOUT
0.
5
0
:
1
2
DECORATIVE BRICK PATTERN
WALL
STONE CAP
FULL BED BRICK
5/4" x 12" COMPOSITE
FASCIA
STEEL TRELLIS
0.50
12
DECORATIVE BRICK PATTERN
WALL
MASONRY SCREEN WALL
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY
OF CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY
BE REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION
FROM CAGE ENGINEERING, INC.
PROJ NO:
DATE :
ENG :
OF
SHEET NUMBER
DE
S
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ARCHITECTS
Godden|Sudik
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240068
JLE / EAP
9/3/2024
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WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
10
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EL 3
1/8" = 1'-0"3 DETACHED GARAGE - FRONT ELEVATION
1/8" = 1'-0"2 DETACHED GARAGE - RIGHT ELEVATION
1/8" = 1'-0"1 DETACHED GARAGE - REAR ELEVATION
1/8" = 1'-0"4 DETACHED GARAGE - LEFT ELEVATION
1/4" = 1'-0"5 TRASH ENCLOSURE - WEST ELEVATION
1/4" = 1'-0"7 TRASH ENCLOSURE - EAST ELEVATION
1/4" = 1'-0"6 TRASH ENCLOSURE - SOUTH ELEVATION
1/4" = 1'-0"8 TRASH ENCLOSURE - NORTH ELEVATION
1/8" = 1'-0"9 PLAZA COVERED STRUCTURE - WEST ELEVATION
1/8" = 1'-0"12 PLAZA COVERED STRUCTURE - NORTH ELEVATION
1/8" = 1'-0"11 PLAZA COVERED STRUCTURE - EAST ELEVATION
1/8" = 1'-0"10 PLAZA COVERED STRUCTURE - SOUTH ELEVATION
7
W
W
W
W
D
D
T
PSH
PSH
CSO
CSO
SHA
ORP
ORP
EKC
SFD
SFD
SFD SFD SFD SFD
SFD SFD SFD SFD
SFD
SFD
SFD SFD SFD SFD
SFDSFDSFDSFD
SFDSFDSFDSFD
SFD
SFD SFD
SFD
SFD SFD SFD
SFD SFD
KIK
KIK
KIK
KIK
KIK
SFD
SFD
SFD
SFD
RBU
RBU
SFD SFD SFD SFD SFD SFD SFD
SFD
RBU
RBU
PSH
IMP
CMW
CMW
PBS PBS
PBS
PBS
CMW
CMW
KIK
KIK
KIK
KIK KIK
KIK
KIK
SFD
SFD
SFD
SFD SFD
SFDSFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
PBS
PBS
SFD
SFD
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
SHA
PSH
IMP
ORP
ORP
CSO
SHA
1-FNG
3-PIN
6-COM
6-EPS
3-MCR
2-TLS
1-SSK
3-SSK
1-TLS
1-TLS
2-JCO
1-FNG
6-KIK
1-TLS
1-JCO
1-PSH
2-SSK
3-ABU
3-BBS
4-POM
1-ORP 5-CPP
10-FLB
1-COM
1-HSU
3-CPP
10-EPS
2-JCO
1-TLS
1-JCO
1-TLS
1-TLS
1-EKC
2-POM
2-BBS
2-BBS
2-POM
1-KIK
1-KIK
1-ABU
1-CMW
1-IMP
4-EPS
1-CMW
1-PSH
2-COM
7-GSO
9-GMT
5-GSO
2-FBU
1-MCR
2-EPS
2-ABU
3-CSO
2-ORP
1-KIK 1-KIK
2-POM
2-SFD
6-BBS
2-POM
1-RBU
6-BBS
7-SFD
1-SSA
1-POM
12-SFD
2-SFD
8-GMT
1-ABU
2-SFD
7-BBS
13-GSO
3-POM
1-RBU
3-GMT
4-POM
6-EPS
4-BBS
9-FLB
2-CMW
2-EPS
1-KIK
2-EPS
1-KIK
ROCK
MULCH
(TYP.)
STEEL
EDGER
(TYP.)
11-SFD
6-FLB
5-SFD
9-BBS
8-SFD
8-GSO
14-GSO
12-BBS
8-GSO
4-POM
WOOD
MULCH
(TYP.)
NATIVE
SEED
(TYP.)
6-EPS
5-EPS
1-SSK
2-SSK
5-EPS 10-EPS
7-GSO
6-BBS
2-FBU
7-SFD
1-MCR
1-SSA
1-IMP
2-EPS
3-BBS
3-GMT
17-FLB
3-PBS
2-PSH
19-CPP
3-HSU
7-GSO
2-MCR
1-FBU
7-GSO
2-ORP
2-CPP
15-FLB
2-CMW
2-EPS
3-GSO
5-CMW
8-CPP
2-EPS
15-FLB
2-CMW
2-CPP
6-GMT
2-FBU
1-EPS
2-MCR
3-POM
1-FBU
6-GMT
7-GSO
2-GDP
2-HSU
7-GSO
4-BBS
6-GSO
3-HSU
7-GSO
5-SFD
5-GMT
2-MCR
12-SFD
1-FBU
3-GMT
2-HSU
3-GMT
7-GSO
5-SFD
5-GMT
2-BBS
2-GDP
1-MCR
2-BBS
1-MCR
2-GDP
1-PBS
1-HSU
3-GMT
2-HSU
3-GMT
2-HSU
3-GMT
1-HSU
1-PBS
1-FBU
2-HSU
1-GDP
1-SHA
1-FBU
2-HSU
1-GDP
1-ABU
2-POM
2-SFD
5-BBS
CITY STANDARD
BENCH
BENCH (TYP.)OUTDOOR DINING
TABLES (TYP.)
BENCH
(TYP.)
3-POM
BENCH
(TYP.)
CRUSHER FINES (TYP.)
4- FBU
1-SHA
DECIDUOUS TREES
IMPERIAL HONEYLOCUST
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
B&BEKCGymnocladus dioicus KENTUCKY COFFEE TREE
ORP REGAL PRINCE OAKQuercus xwarei
CSO Quercus robur x Quercus alba
'Crimschmidt'CRIMSON SPIRE OAK
B&B
1
1
2 B&B
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
PSH Celtis occidentalis 'Prairie Sentinel'PRAIRIE SENTINEL HACKBERRY2.0"
CAL B&B3
RBU EASTERN REDBUDCercis canadensis
B&B2.0"
CAL
2 B&B
1
2.0"
CAL
SSA Malus x 'Spring Snow'SPRING SNOW CRAB APPLE
SHA Gleditsia triacanthos var. inermis
'Shademaster'SHADEMASTER HONEYLOCUST
Gleditsia triacanthos var.
'imperial' (check epithet)IMP
PERENNIAL PLANTS
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
HSU SUNSET HYSSOPAgastache rupestris21
SFD Artemisia frigida FRINGED SAGE78
POM POPPY MALLOWCallirhoe involucrate32
15 FBU Chamaebatiaria millefolium FERNBUSH
9 COM Coreopsis verticillata 'Moonbeam'MOONBEAM COREOPSIS
CPP PURPLE PRAIRIE CLOVERDalea purpurea39
EPS Oenothera fremontii 'Shimmer'SHIMMER EVENING PRIMROSE65
FLB BLUE FLAXLinum lewisii65
13 CMW Nepeta x faassenii WALKERS LOW CATMINT
6 PBS Penstemon ambiguus BUSH/SAND PENSTEMON
8 GDP Potentilla fruticosa 'Gold Drop'GOLD DROP CINQUEFOIL
13 MCR Purshia mexicana MEXICAN CLIFF ROSE
ABU ANTELOPE BUSHPurshia tridentata8
GMT Sideritis syriaca60 SARADA'S GREEK MOUNTAIN TEA
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
CONT.1 GAL
B&B
B&B2.0"
CAL
BBS BIG BLUESTEM GRASSAndropogon gerardii73
GSO Bouteloua curtipendula SIDEOATS GRAMA GRASS113
CONT.1 GAL
CONT.1 GAL
GRASSES
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
IMP
EKC
CSO
SHA
ORP
PSH
CMW
RBU
RBU
SFD
PBS
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
FNG BRISTLECONE PINEPinus aristata2
PIN Pinus edulis
6' HT.
PIÑON PINE
B&B
6' HT.B&B3
EVERGREEN TREES
ORNAMENTAL TREES
DECIDUOUS SHRUBS
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
SSK SASKATOON SERVICEBERRYAmalanchier alnifolia9 5 GAL B&B
B&B5 GAL7TLSRhus trilobata THREE LEAF SUMAC
PLANT
IDCount BOTANICAL NAME COMMON NAME TYPESIZESymbol
KIK BEARBERRY/KINNICKKINNICKArctostaphylos uva-ursi12
JCO Juniperus scopulorum ROCKY MOUNTAIN JUNIPER6
EVERGREEN SHRUBS
CONT.5 GAL
CONT.5 GAL
KIK
PLANT SCHEDULE
3
4
2.0"
CAL
2.0"
CAL
2.0"
CAL
2.0"
CAL
IMPERIAL HONEYLOCUST B&B1Gleditsia triacanthos var.
'imperial' (check epithet)IMPIMP
2.5"
CAL
1 B&BSHAGleditsia triacanthos var. inermis
'Shademaster'SHADEMASTER HONEYLOCUSTSHA2.5"
CAL
LOW
MODERATE
MODERATE
VERY LOW
MODERATE
MODERATE
VERY LOW
VERY LOW
VERY LOW
VERY LOW
LOW
HYDROZONE
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
LOW
HYDROZONE
HYDROZONE
HYDROZONE
HYDROZONE
HYDROZONE
HYDROZONE
LOW
LEGEND
ROCK MULCH
WOOD MULCH
CRUSHER FINES
NATIVE SEED
PROPERTY LINE
STEEL EDGER
FENCE
WATER LINE
DRAINAGE SWALE
LANDSCAPED AREA
ROCK MULCH - 10,161 SF
WOOD MULCH - 1,857 SF
CRUSHER FINES - 515 SF
NATIVE SEED - 731 SF
TOTAL - 13,264 SF
LA
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8
0 10 20 40
SCALE: 1"=20'N
PROJ NO:
DATE :
ENG :
OF
SHEET NUMBER
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THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
11
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240068
JLE / EAP
3/11/2026
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Godden|Sudik
A R C H I T E C T S
WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
10
NOTE:
1.TREES PLANTED WITHIN THE 38TH
AVENUE R.O.W. ARE TO BE 2.5" CALIPER
2.LANDSCAPING WITHIN THE PUBLIC
R.O.W. SHALL BE LIMITED DUE TO CITY
STANDARD PEDESTRIAN LIGHTING
REQUIREMENTS
W
W
W
D
D
T
PSH
PSH
CSO
CSO
SHA
ORP
ORP
EKC
SFD
SFD
SFD SFD SFD SFD
SFD SFD SFD SFD
SFD
SFD
SFD SFD SFD SFD
SFDSFDSFDSFD
SFDSFDSFDSFD
SFD
SFD SFD
SFD
SFD SFD SFD
SFD SFD
KIK
KIK
KIK
KIK
KIK
SFD
SFD
SFD
SFD
RBU
RBU
SFD SFD SFD SFD SFD SFD SFD
SFD
RBU
RBU
PSH
IMP
CMW
CMW
PBS PBS
PBS
PBS
CMW
CMW
KIK
KIK
KIK
KIK KIK
KIK
KIK
SFD
SFD
SFD
SFD SFD
SFDSFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
PBS
PBS
SFD
SFD
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
SHA
PSH
IMP
ORP
ORP
CSO
SHA
W
W
W
D
D
T
PSH
PSH
CSO
CSO
SHA
ORP
ORP
EKC
SFD
SFD
SFD SFD SFD SFD
SFD SFD SFD SFD
SFD
SFD
SFD SFD SFD SFD
SFDSFDSFDSFD
SFDSFDSFDSFD
SFD
SFD SFD
SFD
SFD SFD SFD
SFD SFD
KIK
KIK
KIK
KIK
KIK
SFD
SFD
SFD
SFD
RBU
RBU
SFD SFD SFD SFD SFD SFD SFD
SFD
RBU
RBU
PSH
IMP
CMW
CMW
PBS PBS
PBS
PBS
CMW
CMW
KIK
KIK
KIK
KIK KIK
KIK
KIK
SFD
SFD
SFD
SFD SFD
SFDSFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
SFD
PBS
PBS
SFD
SFD
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
CMW
SHA
PSH
IMP
ORP
ORP
CSO
SHA
USABLE OPEN SPACE
NET DEVELOPMENT
AREA - 56,300 SF
REQ. USABLE OPEN
SPACE AREA - 4,222 SF
PROV. USABLE OPEN
SPACE AREA - 4,835 SF
0 10 20 40
SCALE: 1"=20'N
LA
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L-2
9
PROJ NO:
DATE :
ENG :
OF
SHEET NUMBER
DE
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N
DA
T
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RE
V
.
N
O
.
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
11
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240068
JLE / EAP
3/11/2026
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Godden|Sudik
A R C H I T E C T S
WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
10
USABLE OPEN SPACE DIAGRAM HYDROZONE DIAGRAM
LEGEND
USABLE OPEN
SPACE AREA
LEGEND
LOW WATER
USE
MODERATE
WATER USE
HYDROZONE CATEGORYTOTAL SQUARE FEET/CATEGORY
ANNUAL WATER BUDGET CALCULATIONS
TOTAL GAL./YEAR/CATEGORY
MODERATE WATER ZONES
LOW WATER ZONES
1,780 SF x 10 GAL/SF =
11,419 SF x 3 GAL/SF =
17,800 GAL/YEAR
34,257 GAL/YEAR
13,199 SF TOTAL ALL ZONES
52,057 GAL/YEAR TOTAL ALL ZONES
3.94 GAL/SF/YEAR AVERAGE
(GAL/YEAR TOTAL ALL ZONES DIVIDED BY SF TOTAL ALL ZONES)
CONIFEROUS TREE PLANTING
NOT TO SCALE
3x SIZE OF ROOT BALL
SPECIFIED TREE STRAP COLLAR, DO NOT TWIST.
GUYING DETAIL
SET ROOT BALL ON UNDISTURBED SUBGRADE TO
PREVENT SETTLING. DO NOT COMPACT SUBGRADE.
NOTE:
·NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE
LOCATION AND SIZE OF TREE
·REMOVE POST AFTER ONE GROWING SEASON
·WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH
LIKE RUBBER OR PLASTICS
INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY
COMPACTED NATIVE SOIL AROUND ROOT BALL TO
STABILIZE..
REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL.
REMOVE TREE BASKET OR CONTAINER. REMOVE ANY
NURSERY STAKES.
PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP
OF ROOT FLARE IS VISIBLE.
14 GUAGE GALV. WIRE WITH 1/2" Ø X 18" WHITE PVC PIPE ON
WIRE. STAPLE WIRE TO POST TO PREVENT THE WIRE FROM
SLIPPING. INSTALL AT PROPER HEIGHT AS SHOWN.
APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3'
RADIUS FROM TRUNK, FORMING A RING TO A DEPTH OF 4".
DO NOT PILE MULCH AROUND TREE TRUNK AND NO MORE
THAN 1" DEEP ON TOP OF ROOT BALL.
PREVAILING WIND DIRECTION
BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST
AND MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL.
(DEPENDING ON SITE CONDITIONS.)
ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON
TREE SIZE. DRIVE 24" INTO UNDISTURBED SUBGRADE
OUTSIDE PLANTING PIT. DO NOT PENETRATE ROOT BALL
WITH POST. PLACE POST IN LINE WITH PREVILING WIND ON
WINDWOOD SIDE.
2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE
BASIN UPON SODDING IN IRRIGATED AREA
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD
AFTER PLANTING AND STAKING. KEEP ANY PRUNING TO A
MINIMUM.
STEEL EDGER (TYP.)
1" = 1'-0"
SOD
RYERSON 4", ROLL TOP, STEEL EDGING
ADJACENT LANDSCAPE FLUSH WITH TOP OF EDGER
PREPARED SOIL FOR PLANTING BED
3
16" X 14" LONG STAKES
COMPACTED SUBGRADE
NATIVE GRASS
RYERSON 4", ROLL TOP, STEEL EDGING
ADJACENT LANDSCAPE FLUSH WITH TOP OF EDGER
PREPARED SOIL FOR PLANTING BED
3
16" X 14" LONG STAKES
COMPACTED SUBGRADE
1
P-9010-17
DECIDUOUS SHRUB PLANTING
1/2" = 1'-0"
2X BALL DIA.
MIN.
PRUNE ALL DAMAGED OR DEAD WOOD
IMMEDIATELY PRIOR TO PLANTING.
SET SHRUB 2" HIGHER THAN THE
HEIGHT AT WHICH THE PLANT
GREW.
APPLY SPECIFIED MULCH. TAPER
MULCH DEPTH TO 1" AT EDGE OF
PAVEMENT.
DIG PLANT PIT TWICE AS WIDE AND
DEEP AS THE CONTAINER.
LOOSEN SIDES OF PLANT PIT AND
ROOTBALL.
FILL PLANT PIT WITH 1/3 SPECIFIED
SOIL MIX AND 2/3 PIT SOIL.
COMPACTED BACKFILL MIX
ANY BROKEN OR CRUMBLING
ROOTBALL WILL BE REJECTED.
REMOVING THE WIRE WILL NOT BE AN
EXCUSE FOR DAMAGED ROOTBALLS.
2'-6" DIA.
SAUCER RIM
2
P-9010-03
ROCK MULCH
LOCAL RIVER ROCK 1 1
2"
APPLIED AT 3" DEPTH MINIMUM
WOOD MULCH
CASCADE CEDAR MULCH
AVAILABLE THROUGH: COLORADO MATERIALS, INC.
1541 BOSTONE AVE.
LONGMONT, CO 80521
P: 303.682.2314
WWW.COLORADOMATERIALSINC.COM
RYERSON 4" ROLL TOP EDGING
AVAILABLE THROUGH: RYERSON
P: 855.793.7766
P: WWW.RYERSON.COM
MULCH INFORMATION
EDGER INFORMATION
30% EPHRAIM CRESTED WHEATGRASS
25% SHEEP FESCUE
20% PERENNIAL RYE
15% CHEWINGS FESCUE
10% CANADA BLUEGRASS
AVAILABLE THROUGH: ARKANSAS VALLEY SEED
4300 NORTH MONACO STREET
DENVER, CO 80216
P: 303.320.7500
WWW.AVSEEDS.COM
NATIVE SEED MIX
PROJ NO:
DATE :
ENG :
OF
SHEET NUMBER
DE
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C
R
I
P
T
I
O
N
DA
T
E
RE
V
.
N
O
.
THIS DESIGN AND THESE DRAWINGS ARE THE PROPERTY OF
CAGE ENGINEERING, INC. NO PART OF THIS WORK MAY BE
REPRODUCED WITHOUT PRIOR WRITTEN PERMISSION FROM
CAGE ENGINEERING, INC.
11
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240068
JLE / EAP
3/11/2026
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Godden|Sudik
A R C H I T E C T S
WEST 38TH AVENUE - MIXED USE
A SITE PLAN IN THE CITY OF WHEAT RIDGE, CO
6050 W. 38TH AVENUE
A PORTION OF THE NORTHWEST 1/4 OF SECTION 25, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPLE MERIDIAN
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
LA
N
D
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L-3
10 10
DECIDUOUS TREE PLANTING
NOT TO SCALE
3x SIZE OF ROOT BALL
SPECIFIED TREE STRAP COLLAR, DO NOT TWIST.
GUYING DETAIL
SET ROOT BALL ON UNDISTURBED SUBGRADE TO PREVENT SETTLING.
DO NOT COMPACT SUBGRADE.
NOTE:
·NEED FOR ADDITIONAL POSTS DEPENDANT ON SITE
LOCATION AND SIZE OF TREE
·REMOVE POST AFTER ONE GROWING SEASON
·WOOD MULCH ONLY, NO ROCK OR INORGANIC MULCH
LIKE RUBBER OR PLASTICS
INITIAL STABILIZING BACKFILL TO 1/3 DEPTH, LIGHTLY
COMPACTED NATIVE SOIL AROUND ROOT BALL TO STABILIZE..
REMOVE ALL BURLAP, TWINE & WIRE FROM ROOT BALL. REMOVE
TREE BASKET OR CONTAINER. REMOVE ANY NURSERY STAKES.
PLANT TREE 1" ABOVE FINISHED GRADE, ENSURE THAT TOP OF ROOT
FLARE IS VISIBLE.
14 GUAGE GALV. WIRE WITH 1/2" Ø X 18" WHITE PVC PIPE ON WIRE.
STAPLE WIRE TO POST TO PREVENT THE WIRE FROM SLIPPING.
INSTALL AT PROPER HEIGHT AS SHOWN.
APPLY ORGANIC MULCH AROUND TREE TO A MINIMUM OF 3' RADIUS
FROM TRUNK, FORMING A RING TO A DEPTH OF 4". DO NOT PILE
MULCH AROUND TREE TRUNK AND NO MORE THAN 1" DEEP ON TOP
OF ROOT BALL.
PREVAILING WIND DIRECTION
BACKFILL HOLE WITH EXCAVATED NATIVE SOIL. COMPOST AND
MYCORRHIZAE SHOULD BE ADDED TO AMEND SOIL. (DEPENDING
ON SITE CONDITIONS.)
ONE WOOD STAKE/POST 6/8/10' IN HEIGHT, DEPENDANT ON TREE SIZE.
DRIVE 24" INTO UNDISTURBED SUBGRADE OUTSIDE PLANTING PIT. DO
NOT PENETRATE ROOT BALL WITH POST. PLACE POST IN LINE WITH
PREVILING WIND ON WINDWOOD SIDE.
2" HIGH WATER BASIN WITH MULCH OR SOIL, TYP. REMOVE BASIN
UPON SODDING IN IRRIGATED AREA
DO NOT CUT LEADER. PRUNE DAMAGED OR DEAD WOOD AFTER
PLANTING AND STAKING. KEEP CROWN SHAPE TYPICAL OF SPECIES.
KEEP ANY PRUNING TO A MINIMUM.