HomeMy WebLinkAboutParallel Site PlanD
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0' 5'10' 20' 40'
32.27'
S 89°16'38"
2 3 6 .4 0 '
S 8 3 °2 0 '1 9 "L =7 6 .9 1 '
R =7 5 5 .0 0 '
Δ =5 °5 0 '1 2 "
C H =S 8 6 °1 6 '1 3 " W
7 6 .8 8 '
L=125.23'
R=400.00'
Δ=17°56'17"
CH=S 20°50'12" W
124.72'
L=108.48'
R=235.00'
Δ=26°26'54"
CH=S 16°34'54" W
107.52'
48.
29
'
S 03
°21'
27
"
N 89°43'26"
432.18'
N
0
0
°
1
8
'
0
2
"
32
6
.
2
1
'
W R I D G E R D
TA
F
T
C
O
U
R
T
TABOR ST
W 51st Ave.
AE
5'
-
0
"
SE
T
B
A
C
K
20' - 0"
SETBACK
AE
AE
GROUND LEVEL
EXTERIOR COURTYARD
4 STORY RESIDENTIAL
BUILDING
5 STORY RESIDENTIAL
BUILDING
5 STORY PRE-CAST
CONCRETE GARAGE
4 STORY RESIDENTIAL
BUILDING
5 STORY RESIDENTIAL
BUILDING
GARAGE ENTRY
NORTH BASE PLANE MARK: 68'-3"
EAST BASE PLANE MARK: 63'-0"
SOUTH BASE PLANE MARK: 61'-10"
WEST BASE PLANE
MARK: 67'-6"
PROPERTY LINE
PROPERTY LINE
PROPERTY LINE
PROPERTY LINESETBACK LINE
PRIMARY BUILD-TO AREA SHOWN HATCHED
50% REQUIRED:
326'-2" OF BUILD-TO LENGTH w/ 280'-9"
CONTAINING BUILDING
= 86% PROPOSED
SECONDARY BUILD-TO AREA SHOWN HATCHED
30% REQUIRED.
PER ZONING CODE SECTION 26-1105.E.1, PRIMARY
FRONTAGE TRANSPARENCY IS ALLOWED TO BE
TRANSFERRED AT A RATE OF 30%, AS APPROVED BY
THE COMMUNITY DEVELOPMENT DIRECTOR.
SECONDARY FRONTAGE TRANSPARENCY COUNTS AS
30% PROPOSED BASED ON TRANSFER CALCULATION.
SETBACK LINE
O N -S T R E E T P A R K I N G
ON
-ST
R
E
E
T
P
A
R
K
I
N
G
ON-STREET PARKING
(17 SPACES)
PROPOSED
CONCRETE WALK
PROPOSED TREE
LAWN
EXISTING
CONCRETE WALK
EXISTING
CONCRETE WALK
PROPOSED
CONCRETE WALK
EXTERIOR BIKE RACKS
(12 SPACES)
INTERIOR BIKE
STORAGE (16
SPACES MIN.)
LOADING ZONE
PRIMARY BUILDING
ENTRIES
Scale: 1" = 20' - 0"
TRANSFORMERS
33'-1"
29'-0"
TO CENTER OF ROAD
32'-7"
FROM PROPERTY LINE
O F R O A D W A Y
28
'
-
0
"
31
'
-
8
"
TO CENTER OF ROAD
28-0"
FROM PROPERTY LINE
31'-8"
OF
R
O
A
D
W
A
Y
OF
R
O
A
D
W
A
Y
OF
R
O
A
D
W
A
Y
OF
R
O
A
D
W
A
Y
O F R O A D W A Y
TO CENTER OF ROAD
33'-7"
FROM PROPERTY LINE
OF ROADWAY
OF ROADWAY
TRASH COLLECTION ROOM,
DUMPSTERS WILL BE PUSHED TO
STREET FOR PICKUP
CANOPY ABOVE
RTD TRACT SHOWN IN GRAY,
DEEDED TO OWNER RE:
ORDINANCE NO. 1695
326'-2"
LINE OF 5' BUILDING
SETBACK
LINE OF EXISTING
DRAINAGE EASEMENT,
BY SEPARATE
DOCUMENT
FDC LOCATION WITHIN
150' OF FIRE HYDRANT
3'-0" TALL MONUMENT SIGN, TO
BE PERMITTED SEPARATELY
EXTERIOR BIKE RACKS
(6 SPACES)
PROVIDE CAUTIONARY SIGNAGE
AT SIDEWALK / GARAGE ENTRY
INTERSECTION PER CITY OF
WHEAT RIDGE STANDARDS
BUILD-
TO
20'
-0"
BUILD-TO
20' - 0"
AE
SIGHT TRIANGLES
SHOWN DASHED
SIGHT TRIANGLES
SHOWN DASHED
EXISTING STORM PIPE
MAIN GAS METER
TAFT CT EXISTING
STREET LIGHT, TYP. ALL
TO REMAIN
STREET LIGHT, TYP. RE: ELECTRICAL
LINE OF PROPOSED
STORMWATER
DETENTION EASEMENT,
BY SEPARATE DOCUMENT
PROPOSED BENCH &
RECEPTACLE, TYP.
TO MATCH EXISTING
ON TAFT CT.
RIDGE RD EXISTING
STREET LIGHT, TYP. ALL
TO REMAIN
PROPOSED BENCH &
RECEPTACLE, TYP. TO
MATCH EXISTING ON
TAFT CT.
STREET LIGHT, TYP.
RE: ELECTRICAL
PROPOSED BENCH &
RECEPTACLE, TYP.
TO MATCH EXISTING
ON TAFT CT.
6
'-0"
6'-0"
5'-3"
EXISTING 5' SLOPE
EASEMENT
MONUMENT SIGN TO
BE PERMITTED
SEPARATELY
Site Symbol Legend
PROPERTY LINE
SETBACK LINE
ACCESSIBLE ENTRANCEAE
ACCESSIBLE ROUTE
PEDESTRIAN ACCESS
VEHICULAR ACCESS
PRIMARY BUILD-TO AREA
SECONDARY BUILD-TO AREA
1. THE MINIMUM REQUIRED FIRE-FLOW IS 4,000 GALLONS PER MINUTE,
UTILIZING A 50% REDUCTION FOR FIRE SPRINKLERS
2. FIRE HYDRANTS SHALL BE INSTALLED AND OPERATIONAL TO
PROVIDE THE MINIMUM REQUIRED FIRE FLOW PRIOR TO
COMMENCING VERTICAL CONSTRUCTION
3. APPROVED FIRE LANE AND EMERGENCY ACCESS SHALL BE
PROVIDED DURING VERTICAL CONSTRUCTION. UNLESS OTHERWISE
APPROVED, THE EVA SHALL CONSIST OF THE FIRST LIFT OF
ASPHALT OR CONCRETE AND BE PROVIDED PRIOR TO
COMMENCING VERTICAL CONSTRUCTION
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
THE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: 11901 RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
THE PARALLEL
Architectural Site Plan
03/26/21
SHEET 2 of 16
1" = 20'-0"
Architectural Site Plan
N
Site Plan Notes
T.O. GRADE/SITE PAVING
RE: CIVIL
T.O. WALL
RE: LANDSCAPE
T.O. GRADE/SITE PAVING
RE: CIVIL
T.O. GRADE/SITE PAVING
RE: CIVIL
T.O. WALL
RE: LANDSCAPE
WARD STATION APARTMENTS
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADTHE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
GRADING PLAN
03/26/2021
3 of 16
THE PARALLEL
THE PARALLEL
WARD STATION APARTMENTS
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
UTILITY PLAN
03/26/2021
4 of 16
THE PARALLEL
THE PARALLEL
TA
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T
W RIDGE ROAD
TA
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TA
B
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S
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T
W 51st AVE
NORTH
0 3015 60
SCALE 1" = 30'
R
1101 Bannock Street
Denver, Colorado 80204
P 303.892.1166
www.norris-design.com Ward Station Apartments
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite
NDenver, CO
80209
Tel: 303 861
1600Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
26 March, 2021
SITE PLAN REVIEW
WSP-20-05
LEGEND
OPEN SPACE - LANDSCAPE
OPEN SPACE - USABLE
REQUIRED*PROPOSED SECTION/COMMENTS
MU-C TOD OPEN
SPACE
15% OF NET SITE AREA
/18,470 SF 24% / 30,075 SF EXCLUDING TRACTS AND
RIGHT-OF-WAY
USABLE 75% OF TOTAL REQUIRED
OPEN SPACE (13,853 SF)15,069 SF
LANDSCAPED 35% OF TOTAL REQUIRED
OPEN SPACE (6,465 S)F 15,064 SF
SOD MAX 30% OF TOTAL
LANDSCAPE (4,455 SF)2,040 SF
HARDSCAPE N/A 11,922 SF
LANDSCAPE 15,064 SF SAME NUMBER AS MU-C TOD
OPEN SPACE LANDSCAPED
ON-SITE PLANTING 1 TREE/10 SHRUBS PER 1,000
SF OF REQUIRED OPEN
SPACE
ON-SITE TREES 19 27
****THERE ARE AN ADDITIONAL 8
TREES BEYOND THE REQUIRED
19 TREES. THESE TREES ARE
COMPENSATING FOR THE 8
REQUIRED TABOR ROW TREES.
ON-SITE SHRUBS 190 **205
STREET TREES 1 TREE/35 LINEAR FEET REQUIRED: 51ST/12, TABOR/9,
RIDGE/10, TAFT/9
EXISTING STREET
TREES TO REMAIN 9 ALL EXISTING TREES ARE ON
TAFT COURT
PROPOSED STREET
TREES 25
TOTAL STREET TREES ***40 ****34
51ST HAS 2 ADDITIONAL ROW
TREES THAN IS REQUIRED FOR
TRANSFORMER SCREENING
PURPOSES.
OPEN SPACE REQUIREMENTS
Open Space Plan
SHEET 5 of 16
* REQUIRED CALCULATIONS ARE BASED ON IMPROVEMENTS WITHIN PROPERTY BOUNDARIES, AND NOT WITHIN R.O.W.
** CALCULATIONS INCLUDE SHRUBS ONLY, AND NOT GRASSES OR PERENNIALS.
*** TOTAL LINEAR FEET OF STREET FRONTAGE IS 1,400 LF. CALCULATIONS FOR REQUIRED STREET TREES WERE DETERMINED
BASED ON A RATIO OF 1 PER 35 LINEAR FEET ( PER SECTION 2.6 OF "THE CITY OF WHEAT RIDGE STREETSCAPE DESIGN
MANUAL").
**** DUE TO STREET LIGHT AND UTILITY CONFLICTS, THE REQUIRED STREET TREE QUANTITY COULD NOT BE MET BECAUSE OF
EXISTING STORM UTILITIES ON TABOR, HOWEVER ADDITIONAL TREES HAVE BEEN PROVIDED TO THE INTERIOR OF THE SITE
TO COMPENSATE. THEY ARE LOCATED ALONG TABOR BUT WITHIN THE SITE. SEE LANDSCAPE PLAN FOR LOCATIONS.
NOTE: OVERALL LANDSCAPE CALCULATIONS ARE IN COMPLIANCE WITH HANCE RANCH
CONCEPT PLAN - MAX 85% LOT COVERAGE AND MINIMUM 15% LANDSCAPING
COVERAGE
NET SITE AREA: 123,131 SF
LOT COVERAGE: 79,471 SF/123,131 = 65%
OPEN SPACE: 30,075 SF/123,131 = 24%
8
5
8
1&4
8
3
8
2
TA
B
O
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S
T
R
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E
T
W RIDGE ROAD
TA
F
T
C
O
U
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T
TA
B
O
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S
T
R
E
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T
W 51st AVEW 51ST AVENUE
W RIDGE ROAD
TA
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C
O
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T
TA
B
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S
T
R
E
E
T
HANCE RANCH
NOT A PART
POOL
5'-0"
5'-
0
"
EXISTING TREE, TYP
- ALL TO REMAIN
TAFT CT EXISTING
STREET LIGHT, TYP
- ALL TO REMAIN
EXISTING TREE
LAWN TO REMAIN
SPA
ADA ROUTE RE: CIVIL
PUBLIC PLAZA SPACE w/ FESTOON
LIGHTS, MOVEABLE SEATING, &
ENHANCED PAVING
PATIO w/
ENHANCED PAVING
STORM PIPE,
RE: CIVIL
RIDGE RD EXISTING
STREET LIGHT, TYP.
- ALL TO REMAIN
PROPOSED CITY STANDARD ROW
BENCH & TRASH RECEPTACLE, TYP.
STREET LIGHT, TYP.
RE: ELECTRICAL
PROPERTY LINE
SIGHT
TRIANGLE, TYP.
UNDERGROUND
DETENTION RE: CIVIL
EXISTING 5'
SLOPE EASEMENT
EXISTING ROW BENCH
TYP., TO REMAIN
TW:68.21
TW:70.04
MX HT. 2'
TW:64.60
MX HT. 3'
TW:63.80
MX. HT. 1.5'
TW:65.30
MX. HT. 3'
PROPOSED CITY STANDARD ROW
BENCH & TRASH RECEPTACLE, TYP.
SIGHT TRIANGLE,
TYP.
SIGHT TRIANGLE, TYP.
SIGHT TRIANGLE,
TYP,.
MONUMENT SIGN
ROW BENCH & TRASH
RECEPTACLE, TYP.
BIKE RACK, TYP.
42" HT.PATIO
RAILING, TYP.
TRANSFORMER CONCRETE PAD
RE: CIVIL
EXISTING DRAINAGE
EASEMENT RE: CIVIL
OUTDOOR
SEATING
OUTDOOR KITCHEN
AREA w/ GRILL
LOUNGE CHAIRS, TYP.
PATIO, TYP.
RE: ARCH
SEAT WALL
NOOK
OUTDOOR KITCHEN
AREA w/ (2) GRILLS
AND BAR SEATING
OUTDOOR
SEATING
TERRACED PLANTERS
HARDSCAPE MATERIAL
CHANGES
PEDESTRIAN LIGHT, TYP.
RE: ELECTRICAL
TW:63.10
MX. HT.1.5'
PROPOSED NEW ROW
MULCH & PLANTING
PROPOSED ROW SOD
PROPOSED ROW SOD TO
MATCH HANCE RANCH ROW
EXISTING RECEPTACLE TO
BE REPLACED TO MATCH
CITY STANDARD, TYP.
EXISTING ROW BENCH
TYP., TO REMAIN
EXISTING RECEPTACLE TO
BE REPLACED TO MATCH
CITY STANDARD, TYP.
(2) KO PA (3) QU RP
(2) CA SP
(3) QU RP (2) KO PA (1) MA SS
(1) GY DI
(1) PI BA
(1) KO PA
(1) PI BA
(1) PR SC
(1) CE MA
(1) MA SS
(1) PI BA
(2) QU RP
(1) PR SC
(1) MA SS
(1) GL SH
(1) CE MA
(1) AM AB
(1) GY DI
(1) PI NI
(1) PI BA
(1) PR SC
(1) PR SC
(1) CA SP(2) QU RP
(1) MA SS
(1) MA SS
(1) GL SH(2) QU RP
(2) GY DI
TRANSFORMERS,
TYP. RE: ARCH
PROPOSED STREET LIGHT,
TYP. RE: ELECTRICAL
PEDESTRIAN LIGHT,
TYP. RE: ELECTRICAL
EXISTING ROW
SOD TO REMAIN
CANOPY ABOVE
RE: ARCH
PROPERTY LINE
PROPOSED STORMWATER
DETENTION EASEMENT
RE: CIVIL
(2) PR SC
PLAZA SHADE SAIL, TYP.
MONUMENT COLUMN SIGN
SEATWALL
PLANTER
SHADE
SAILS,TYP.
(1) MA SS
DECIDUOUS TREES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
CA SP CATALPA SPECIOSA NORTHERN CATALPA B & B 2.5" CAL.3
GL SH GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM SHADEMASTER LOCUST B & B 2.5" CAL.1
GY DI GYMNOCLADUS DIOICA `ESPRESSO`KENTUCKY COFFEETREE B & B 2.5" CAL.4
KO PA KOELREUTERIA PANICULATA GOLDENRAIN TREE B & B 2.5" CAL.4
QU RP QUERCUS ROBUR `REGAL PRINCE`REGAL PRINCE ENGLISH OAK B & B 2.5" CAL.10
ORNAMENTAL TREES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
MA SS MALUS X `SPRING SNOW`SPRING SNOW CRAB APPLE B & B 1.5"CAL 3
EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME ROOT SIZE QTY
JU TM JUNIPERUS COMMUNIS `ROCKY MOUNTAIN CARPET`ROCKY MOUNTAIN CARPET JUNIPER CONT 5 GAL 9
ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME ROOT SIZE QTY
BO BA BOUTELOUA GRACILIS `BLONDE AMBITION`BLOND AMBITION BLUE GRAMA GRASS CONT 1 GAL 28
NORTH
0 3015 60
SCALE 1" = 30'
R
1101 Bannock Street
Denver, Colorado 80204
P 303.892.1166
www.norris-design.com Ward Station Apartments
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite
NDenver, CO
80209
Tel: 303 861
1600Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
26 March, 2021
SITE PLAN REVIEW
WSP-20-05
Landscape Plan
SHEET 6 of 16
LEGEND
EXISTING TREES
TO REMAIN
DECIDUOUS
TREE
ORNAMENTAL
TREE
EVERGREEN
TREE
DECIDUOUS
SHRUB
WOOD MULCH
ROCK MULCH
PROPOSED SOD
EVERGREEN
SHRUB
ORNAMENTAL GRASS
PERENNIAL
EXISTING SOD
STREETSCAPE PLANTING SCHEDULE
PROPERTY LINE
FENCE
PROPOSED ROW BENCH
PROPOSED ROW RECEPTACLE
LANDSCAPE BOULDERS
TABOR ROW TREES
RELOCATED ON SITE
BIKE RACK
FESTOON LIGHTING
BOLLARD LIGHT RE: ELECTRICAL
STREET LIGHT RE: ELECTRICAL
PEDESTRIAN LIGHT RE: ELECTRICAL
NOTE: IT SHALL BE THE RESPONSIBILITY OF THE
DEVELOPER TO ENSURE ALL UTILITY PANELS,
GROUND-MOUNTED HVAC UNITS, UTILITY PEDESTALS,
AND SIMILAR FEATURES ARE ADEQUATELY SCREENED
FROM VIEW. IF ANY SUCH UTILITY FEATURES ARE NOT
SHOWN ON THE SDP, ADDITIONAL LANDSCAPING AND
SCREENING MAY BE REQUIRED BASED UPON FIELD
CONDITIONS DURING INSPECTION.
DECIDUOUS TREES BOTANICAL / COMMON NAME ROOT SIZE QTY
CE MA CELTIS OCCIDENTALIS `MAGNIFICA` / MAGNIFICA HACKBERRY B & B 2.5" CAL.2
GL SH GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` TM / SHADEMASTER LOCUST B & B 2.5" CAL.1
KO PA KOELREUTERIA PANICULATA / GOLDENRAIN TREE B & B 2.5" CAL.1
QU RP QUERCUS ROBUR `REGAL PRINCE` / REGAL PRINCE ENGLISH OAK B & B 2.5" CAL.2
EVERGREEN TREES BOTANICAL / COMMON NAME ROOT SIZE QTY
PI BA PICEA PUNGENS GLAUCA `BAKERI` / BAKERI BLUE SPRUCE B & B 6` HEIGHT 4
PI NI PINUS NIGRA / AUSTRIAN PINE B & B 6` HEIGHT 1
ORNAMENTAL TREES BOTANICAL / COMMON NAME ROOT SIZE QTY
AM AB AMELANCHIER X GRANDIFLORA `AUTUMN BRILLIANCE` / AUTUMN BRILLIANCE SERVICEBERRY B & B 1.5"CAL 4
MA SS MALUS X `SPRING SNOW` / SPRING SNOW CRAB APPLE B & B 1.5"CAL 3
PR SC PRUNUS X CISTENA `SCHMIDTCIS` / BIG CIS PLUM B & B 1.5"CAL 9
DECIDUOUS SHRUBS BOTANICAL / COMMON NAME ROOT SIZE QTY
AM SO AMELANCHIER ALNIFOLIA `STANDING OVATION` TM / STANDING OVATION SERVICEBERRY CONT 5 GAL 27
CH NN CHRYSOTHAMNUS NAUSEOSUS NAUCEOSUS / BABY BLUE RABBITBRUSH CONT 5 GAL 19
CO RA COTONEASTER RACEMIFLORUS SOONGORICUS / SUNGARI REDBEAD COTONEASTER CONT 5 GAL 10
PH CH PHILADELPHUS LEWISII `CHEYENNE` / LEWIS MOCK ORANGE CONT 5 GAL 10
PR PB PRUNUS BESSEYI PAWNEE BUTTES / CREEPING WESTERN SAND CHERRY CONT 5 GAL 12
RH GR RHUS AROMATICA `GRO-LOW` / GRO-LOW FRAGRANT SUMAC CONT 5 GAL 6
SP CT SPIRAEA JAPONICA `CONSPIYET` TM / YETI JAPANESE SPIREA CONT 5 GAL 45
SY OR SYMPHORICARPOS OREOPHILUS / MOUNTAIN SNOWBERRY CONT 5 GAL 4
SY MK SYRINGA PATULA `MISS KIM` / MISS KIM LILAC CONT 5 GAL 26
EVERGREEN SHRUBS BOTANICAL / COMMON NAME ROOT SIZE QTY
JU TM JUNIPERUS COMMUNIS `ROCKY MOUNTAIN CARPET` / ROCKY MOUNTAIN CARPET JUNIPER CONT 5 GAL 9
JU WO JUNIPERUS SCOPULORUM `WOODWARD` / WOODWARD COLUMNAR JUNIPER CONT 5 GAL 26
JU BL JUNIPERUS VIRGINIANA `BLUE ARROW` / BLUE ARROW JUNIPER CONT 5 GAL 25
ORNAMENTAL GRASSES BOTANICAL / COMMON NAME ROOT SIZE QTY
AN WI ANDROPOGON GERARDII `WINDWALKER` / WINDWALKER BIG BLUE STEM CONT 1 GAL 34
BO BA BOUTELOUA GRACILIS `BLONDE AMBITION` / BLOND AMBITION BLUE GRAMA GRASS CONT 1 GAL 225
MU RE MUHLENBERGIA REVERCHONI `UNDAUNTED` / UNDAUNTED MUHLY CONT 1 GAL 156
SC SC SCHIZACHYRIUM SCOPARIUM `BLAZE` / BLAZE LITTLE BLUESTEM CONT 1 GAL 112
PERENNIALS BOTANICAL / COMMON NAME ROOT SIZE QTY
AC MO ACHILLEA X `MOONSHINE` / MOONSHINE YARROW CONT 1 GAL 56
AQ YE AQUILEGIA FLAVESCENS / YELLOW COLUMBINE CONT 1 GAL 28
GA AR GAILLARDIA ARISTATA `ARIZONA SUN" / ARIZONA SUN BLANKET FLOWER CONT 1 GAL 41
GA OD GALIUM ODORATUM / SWEET WOODRUFF CONT 1 GAL 53
HE SA HEUCHERA X `SNOW ANGEL` / SNOW ANGEL CORAL BELLS CONT 1 GAL 15
IR RO IRIS MISSOURIENSIS / WESTERN BLUE IRIS CONT 1 GAL 23
NE RA NEPETA RACEMOSA `WALKER`S LOW` / WALKER`S LOW CATMINT CONT 1 GAL 29
NE LI NEPETA X `PSFIKE` TM / LITTLE TRUDY CATMINT CONT 1 GAL 46
PH BI PHLOX BIFIDA / SNOWMASS PHLOX CONT 1 GAL 52
VE SN VERONICA SNOWMASS / SNOWMASS BLUE-EYED SPEEDWELL CONT 1 GAL 55
2X
ROOT BALL DIAMETER
120°
120°
PRUNING NOTES:
1.ALL PRUNING SHALL COMPLY WITH ANSI A300 STANDARDS.
2.DO NOT HEAVILY PRUNE THE TREE AT PLANTING. PRUNE ONLY CROSSOVER LIMBS, CO-DOMINANT LEADERS
AND BROKEN BRANCHES. SOME INTERIOR TWIGS AND LATERAL BRANCHES MAY BE PRUNED. HOWEVER, DO
NOT REMOVE THE TERMINAL BUDS OF BRANCHES THAT EXTEND TO THE EDGE OF THE CROWN.
STAKING NOTES:
1.STAKE TREES PER FOLLOWING SCHEDULE, THEN REMOVE AT END OF FIRST GROWING SEASON.
a.1-1/2" CALIPER SIZE - MIN. 1 STAKE ON SIDE OF PREVAILING WIND (GENERALLY N.W. SIDE).
b.1-1/2" - 3" CALIPER SIZE - MIN. 2 STAKES - ONE ON N.W. SIDE, ONE ON S.W. SIDE (OR PREVAILING WIND SIDE
AND 180° FROM THAT SIDE).
c.3" CALIPER SIZE AND LARGER - 3 STAKES PER DIAGRAM.
2.WIRE OR CABLE SHALL BE MIN. 12 GAUGE, TIGHTEN WIRE OR CABLE ONLY ENOUGH TO KEEP FROM SLIPPING.
ALLOW FOR SOME TRUNK MOVEMENT. NYLON STRAPS SHALL BE LONG ENOUGH TO ACCOMMODATE 1-1/2" OF
GROWTH AND BUFFER ALL BRANCHES FROM WIRE.
TREE PLANTING DETAIL
SCALE: 3/16" = 1'-0"
1
2
3
4
5
6
7 14
13
12
11
10
9
8
PLACE MINIMUM 1/2" PVC PIPE
AROUND EACH WIRE, EXPOSED
WIRE SHALL BE MAXIMUM 2"
EACH SIDE
6'-0"UNTREATED WOOD POST,
MINIMUM 1.5" DIAMETER, ALL
SHALL BE DRIVEN OUTSIDE
ROOTBALL AND IN UNDISTURBED
SOIL
TREE WRAP TO BE INSTALLED
ONLY FROM OCTOBER 1
THROUGH APRIL 30, DECIDUOUS
ONLY, WRAP FROM BASE OF
TRUNK TO BOTTOM LIMB
PLANT TREE SO THAT TOP MOST
MAJOR ROOT IS 1"-2" ABOVE
FINISHED GRADE
2'-0" RADIUS MULCH RING,
VENTERED ON TRUNK, 3" DEPTH,
DO NOT PLACE MULCH IN
CONTACT WITH TREE TRUNK,
FINISHED GRADE REFERENCES
TOP OF MULCH
1:1 SLOPE ON SIDES OF
PLANTING HOLE
REMOVE ALL TWINE, ROPE,
BURLAP AND WIRE FROM ENTIRE
ROOT BALL AND TRUNK
GROMMETED NYLON STRAPS
GALVANIZED WIRE, MINIMUM 12
GAUGE CABLE,TWIST WIRE ONLY
TO KEEP FROM SLIPPING
4-6" HIGH WATER SAUCER IN
NON-TURF AREAS
BACKFILL WITH BLEND OF
EXISTING SOIL AND A MAXIMUM
20%, BY VOLUME, ORGANIC
MATERIAL, WATER THOROUGHLY
WHEN BACKFILLING
2'-0" STEEL T-POST, ALL SHALL BE
DRIVEN BELOW GRADE AND
OUTSIDE ROOTBALL IN
UNDISTURBED SOIL
PLACE SOIL AROUND ROOT BALL
FIRMLY, DO NOT COMPACT OR
TAMP, SETTLE SOIL WITH WATER
TO FILL ALL AIR POCKETS
PLACE ROOT BALL ON
UNDISTURBED SOIL TO PREVENT
SETTLEMENT
1
2
3
4
5
6
7
8
9
10
11
12
13
14
PLAN VIEW - THREE STAKES
P
R
E
V
A
I
L
I
N
G
W
I
N
D
GENERAL LANDSCAPE NOTES
1.THE CONTRACTOR SHALL FOLLOW THE LANDSCAPE PLANS AND SPECIFICATIONS AS CLOSELY AS
POSSIBLE. ANY SUBSTITUTION OR ALTERATION SHALL NOT BE ALLOWED WITHOUT APPROVAL OF THE
OWNER'S REPRESENTATIVE. OVERALL PLANT QUANTITY AND QUALITY SHALL BE CONSISTENT WITH THE
PLANS.
2.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES. GRAPHIC QUANTITIES TAKES
PRECEDENCE OVER WRITTEN QUANTITIES.
3.THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO INSPECT AND TAG ALL PLANT MATERIAL PRIOR
TO SHIPPING TO THE SITE. IN ALL CASES, THE OWNER'S REPRESENTATIVE MAY REJECT PLANT MATERIAL
AT THE SITE IF MATERIAL IS DAMAGED, DISEASED, OR DECLINING IN HEALTH AT THE TIME OF ONSITE
INSPECTIONS OR IF THE PLANT MATERIAL DOES NOT MEET THE MINIMUM SPECIFIED STANDARD
IDENTIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH
THE OWNER'S REPRESENTATIVE FOR INSPECTION AND APPROVAL OF ALL MATERIALS AND PRODUCTS
PRIOR TO INSTALLATION.
4.THE OWNER'S REPRESENTATIVE MAY ELECT TO UPSIZE PLANT MATERIAL AT THEIR DISCRETION BASED ON
SELECTION, AVAILABILITY, OR TO ENHANCE SPECIFIC AREAS OF THE PROJECT. THE CONTRACTOR SHALL
VERIFY PLANT MATERIAL SIZES WITH OWNER'S REPRESENTATIVE PRIOR TO PURCHASING, SHIPPING OR
STOCKING OF PLANT MATERIALS. SUBMIT CHANGE ORDER REQUEST TO OWNER'S REPRESENTATIVE FOR
APPROVAL IF ADDITIONAL COST IS REQUESTED BY THE CONTRACTOR PRIOR TO INSTALLATION.
RE-STOCKING CHARGES WILL NOT BE APPROVED IF THE CONTRACTOR FAILS TO SUBMIT A REQUEST FOR
MATERIAL CHANGES.
5.THE CONTRACTOR SHALL WARRANTY ALL CONTRACTED WORK AND MATERIALS FOR A PERIOD OF ONE
YEAR AFTER SUBSTANTIAL COMPLETION HAS BEEN ISSUED BY THE OWNER'S REPRESENTATIVE FOR THE
ENTIRE PROJECT UNLESS OTHERWISE SPECIFIED IN THE CONTRACT DOCUMENTS OR SPECIFICATIONS.
6.REFER TO IRRIGATION PLANS FOR LIMITS AND TYPES OF IRRIGATION DESIGNED FOR THE LANDSCAPE. IN
NO CASE SHALL IRRIGATION BE EMITTED WITHIN THE MINIMUM DISTANCE FROM BUILDING OR WALL
FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT. ALL IRRIGATION DISTRIBUTION LINES,
HEADS AND EMITTERS SHALL BE KEPT OUTSIDE THE MINIMUM DISTANCE AWAY FROM ALL BUILDING AND
WALL FOUNDATIONS AS STIPULATED IN THE GEOTECHNICAL REPORT.
7.LANDSCAPE MATERIAL LOCATIONS SHALL HAVE PRECEDENCE OVER IRRIGATION MAINLINE AND LATERAL
LOCATIONS. COORDINATE INSTALLATION OF IRRIGATION EQUIPMENT SO THAT IT DOES NOT INTERFERE
WITH THE PLANTING OF TREES OR OTHER LANDSCAPE MATERIAL.
8.THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING POSITIVE DRAINAGE EXISTS IN
ALL LANDSCAPE AREAS. SURFACE DRAINAGE ON LANDSCAPE AREAS SHALL NOT FLOW TOWARD
STRUCTURES AND FOUNDATIONS. MAINTAIN SLOPE AWAY FROM FOUNDATIONS PER THE GEOTECHNICAL
REPORT RECOMMENDATIONS. ALL LANDSCAPE AREAS BETWEEN WALKS AND CURBS SHALL DRAIN
FREELY TO THE CURB UNLESS OTHERWISE IDENTIFIED ON THE GRADING PLAN. IN NO CASE SHALL THE
GRADE, TURF THATCH, OR OTHER LANDSCAPE MATERIALS DAM WATER AGAINST WALKS. MINIMUM
SLOPES ON LANDSCAPE AREAS SHALL BE 2%; MAXIMUM SLOPE SHALL BE 25% UNLESS SPECIFICALLY
IDENTIFIED ON THE PLANS OR APPROVED BY THE OWNER'S REPRESENTATIVE.
9.PRIOR TO INSTALLATION OF PLANT MATERIALS, AREAS THAT HAVE BEEN COMPACTED OR DISTURBED BY
CONSTRUCTION ACTIVITY SHALL BE THOROUGHLY LOOSENED TO A DEPTH OF 8” - 12” AND AMENDED PER
SPECIFICATIONS.
10.ALL LANDSCAPED AREAS ARE TO RECEIVE ORGANIC SOIL PREPARATION AT 3 cu.yrds/1,000sf OR AS NOTED
IN THE TECHNICAL SPECIFICATIONS.
11.TREES SHALL NOT BE LOCATED IN DRAINAGE SWALES, DRAINAGE AREAS, OR UTILITY EASEMENTS.
CONTACT OWNER'S REPRESENTATIVE FOR RELOCATION OF PLANTS IN QUESTIONABLE AREAS PRIOR TO
INSTALLATION.
12.THE CENTER OF EVERGREEN TREES SHALL NOT BE PLACED CLOSER THAN 8' AND THE CENTER OF
ORNAMENTAL TREES CLOSER THAN 6' FROM A SIDEWALK, STREET OR DRIVE LANE. EVERGREEN TREES
SHALL NOT BE LOCATED ANY CLOSER THAN 15' FROM IRRIGATION ROTOR HEADS. NOTIFY OWNER'S
REPRESENTATIVE IF TREE LOCATIONS CONFLICT WITH THESE STANDARDS FOR FURTHER DIRECTION.
13.ALL EVERGREEN TREES SHALL BE FULLY BRANCHED TO THE GROUND AND SHALL NOT EXHIBIT SIGNS OF
ACCELERATED GROWTH AS DETERMINED BY THE OWNER'S REPRESENTATIVE.
14.ALL TREES ARE TO BE STAKED AND GUYED PER DETAILS FOR A PERIOD OF 1 YEAR. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR REMOVING STAKES AT THE END OF 1 YEAR FROM ACCEPTANCE OF
LANDSCAPE INSTALLATION BY THE OWNER'S REPRESENTATIVE. OBTAIN APPROVAL BY OWNER'S
REPRESENTATIVE PRIOR TO REMOVAL.
15.ALL TREES INSTALLED ABOVE RETAINING WALLS UTILIZING GEO-GRID MUST BE HAND DUG TO PROTECT
GEO-GRID. IF GEO-GRID MUST BE CUT TO INSTALL TREES, APPROVAL MUST BE GIVEN BY OWNER'S
REPRESENTATIVE PRIOR TO DOING WORK.
16.ALL TREES IN SEED OR TURF AREAS SHALL RECEIVE MULCH RINGS. OBTAIN APPROVAL FROM OWNER'S
REPRESENTATIVE FOR ANY TREES THAT WILL NOT BE MULCHED FOR EXCESSIVE MOISTURE REASONS.
17.SHRUB, GROUNDCOVER AND PERENNIAL BEDS ARE TO BE CONTAINED BY 4'' x 14 GAUGE GREEN, ROLL
TOP, INTERLOCKING TYPE EDGER, RYERSON OR EQUAL. EDGER IS NOT REQUIRED WHEN ADJACENT TO
CURBS, WALLS, WALKS OR SOLID FENCES WITHIN 3” OF PRE-MULCHED FINAL GRADE. EDGER SHALL NOT
BE REQUIRED TO SEPARATE MULCH TYPES UNLESS SPECIFIED ON THE PLANS.
18.ALL SHRUB BEDS ARE TO BE MULCHED WITH MIN. 4'' DEPTH, SHREDDED WOOD LANDSCAPE MULCH OR
3"-6" COBBLE OVER SPECIFIED GEOTEXTILE WEED CONTROL FABRIC. REFER TO PLANS FOR SPECIFIC
LOCATIONS OF WOOD MULCH AND COBBLE. ALL GROUND COVER AND PERENNIAL FLOWER BEDS SHALL
BE MULCHED WITH 4'' DEPTH SHREDDED WOOD LANDSCAPE MULCH. NO WEED CONTROL FABRIC IS
REQUIRED IN GROUNDCOVER OR PERENNIAL AREAS.
19.EXISTING TURF AREAS THAT ARE DISTURBED DURING CONSTRUCTION, ESTABLISHMENT AND THE
MAINTENANCE PERIOD SHALL BE RESTORED WITH NEW SOD TO MATCH EXISTING TURF SPECIES.
20.CONTRACTOR SHALL OVER SEED ALL MAINTENANCE OR SERVICE ACCESS BENCHES AND ROADS WITH
SPECIFIED SEED MIX UNLESS OTHERWISE NOTED ON THE PLANS.
21.WHEN COMPLETE, ALL GRADES SHALL BE WITHIN +/- 1/8” OF FINISHED GRADES AS SHOWN ON THE PLANS.
22.ALL RAISED PLANTERS SHOWN ON PLANS, CONTRACTOR SHALL INCLUDE THE FOLLOWING: PLANTER MIX,
ANNUAL FLOWER PLANTING PROGRAM (INCLUDES 2 PLANTINGS FOR THE 1ST YEAR (SPRING AND FALL)
AND WINTER HAND-WATERING AS NEEDED. UNLESS OTHERWISE SPECIFIED, CONTRACTOR TO PROVIDE
ANNUAL PLANTING SELECTION FOR REVIEW BY OWNER. IRRIGATION FOR PLANTERS TO BE ON SEPARATE
ZONE(S). CONTRACTOR TO COORDINATE PLACEMENT OF NECESSARY SLEEVING PRIOR TO PLACEMENT
OF PAVEMENT.
23.THE CONTRACTOR IS EXPECTED TO KNOW AND UNDERSTAND THE CITY AND COUNTY SPECIFICATIONS
FOR LANDSCAPE AND IRRIGATION. IN CASES OF DISCREPANCIES THE HIGHER OF THE TWO STANDARDS
SHALL HAVE PRECEDENCE.
24.THE DEVELOPER, HIS SUCCESSORS AND ASSIGNS SHALL BE RESPONSIBLE FOR THE INSTALLATION,
MAINTENANCE AND REPLACEMENT OF ALL IMPROVEMENTS SHOWN OR INDICATED ON THE APPROVED
LANDSCAPE PLAN ON FILE IN THE PLANNING DEPARTMENT.
25.IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER TO ENSURE ALL UTILITY PANELS,
GROUND-MOUNTED HVAC UNITS, UTILITY PEDESTALS, AND SIMILAR FEATURES ARE ADEQUATELY
SCREENED FROM VIEW. IF ANY SUCH UTILITY FEATURES ARE NOT SHOWN ON THE SDP, ADDITIONAL
LANDSCAPING AND SCREENING MAY BE REQUIRED BASED UPON FIELD CONDITIONS DURING INSPECTION.
PERENNIAL PLANT LAYOUT
SCALE: 1" = 1'-0"
ON CENTER SPACING
NOTES:
1.WHEN PLANTED ON A CURVE, ORIENT ROWS TO FOLLOW THE LONG AXIS OF AREAS WHERE
PLANTS ARE MASSED.
SPECIFIED MULCH
AMENDED PLANTING BED
TILLED TO A DEPTH OF 6"
CENTER OF PLANT
1
2
3
1
2
3
SECTION
PLAN PLAN ON CURVE
NOTE:
1.BROKEN OR CRUMBLING ROOT-BALLS WILL BE REJECTED.
2.CARE SHOULD BE TAKEN NOT TO DAMAGE THE SHRUB OR ROOT-BALL WHEN REMOVING IT
FROM ITS CONTAINER.
3.ALL JUNIPERS SHOULD BE PLANTED SO THE TOP OF THE ROOT-BALL OCCURS ABOVE THE
FINISH GRADE OF THE MULCH LAYER.
4.DIG PLANT PIT TWICE AS WIDE AND AS HIGH AS THE CONTAINER.
5.PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING, DO NOT PRUNE MORE THAN 20%
OF LIMBS.
SHRUB PLANTING
SCALE: 1 1/2" = 1'-0"
SET SHRUB ROOT-BALL 1"
HIGHER THAN FINISH GRADE
FINISH GRADE (TOP OF
MULCH)
SPECIFIED MULCH
TILL IN SPECIFIED SOIL
AMENDMENT TO A DEPTH OF
8" IN BED
BACKFILLED AMENDED SOIL
UNDISTURBED SOIL
1
2
3
4
5
6
2X CONTAINER
WIDTH
1X CONTAINER
HEIGHT
3
4
5
6
2
1
1
2
3
1101 Bannock Street
Denver, Colorado 80204
P 303.892.1166
www.norris-design.com Ward Station Apartments
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite
NDenver, CO
80209
Tel: 303 861
1600Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
26 March, 2021
SITE PLAN REVIEW
WSP-20-05
BLACK BEAUTY XERISCAPE SOD - 80/20 BLEND BY KORBY SOD
TURF GRASS BLEND: SOD
OR APPROVED EQUAL
PLANTING SCHEDULE
Landscape Notes
SHEET 7 of 16
ROW TRASH RECEPTACLE
NTS
ROW BENCH
NTS
2
3 4
1101 Bannock Street
Denver, Colorado 80204
P 303.892.1166
www.norris-design.com Ward Station Apartments
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite
NDenver, CO
80209
Tel: 303 861
1600Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
26 March, 2021
SITE PLAN REVIEW
WSP-20-05
2'-7"
3'-0"
31 4"
2"
TYPICAL FRONT ELEVATION A TYPICAL SIDE ELEVATION B
TYPICAL PLAN
LOOP BIKE RACK, EMBEDDED
MOUNTED. MANUFACTURER:
LANDSCAPE FORMS
www.landscapeforms.com
COLOR: METALLIC STONE
FINISHED GRADE
5/16-18 x 4" THREADED ROD
1
2
3
BIKE RACK
SCALE: 1/2" = 1'-0"
NOTES:
1.THREAD ANCHOR RODS INTO BIKE RACK. VERIFY THAT THREADED RODS ARE FULLY THREADED INTO CASTING.
2.SET UNIT IN POSITION AND MARK HOLE LOCATIONS.
3.MOVE UNIT. DRILL HOLES ACCORDING TO MANUFACTURER'S INSTRUCTIONS.
4.CLEAR HOLES OF DEBRIS USING COMPRESSED AIR AND A WIRE BRUSH.
5.TEST FIT UNIT IN POSITION AND BE SURE THREADED RODS ARE NOT RESTING ON THE BOTTOM OF THE DRILLED HOLES .
6.FILL HOLES WITH WITH MANUFACTURER RECOMMENDED AMOUNT OF CHEMICAL ANCHORING ADHESIVE/EPOXY.
7.SET UNIT IN POSITION.
8.WIPE AWAY EXCESS EXPOXY/ADHESIVE BEFORE IT CURES.
1
2
3
1
2
3
1
A
B
ALUMILAST ALUMINUM MESH
PANEL RAILING BY ENDURABLE
BUILDING PRODUCTS
www.endurable.com
COLOR: LIGHT GRAY
1
42" HT. PATIO FENCE
NTS
NOTES:
1.TO BE USED AS RAILING FOR OUTDOOR PATIO AND SPECIFIED BALCONIES
1
1
Site Details
SHEET 8 of 16
BOARD FORM CONCRETE
ANODIZED BRUSHED ALUMINUM
LETTERING, PIN MOUNTED
#4 REBAR AT 12" ON CENTER,
HORIZONTAL
#5 REBAR AT 12" ON CENTER,
VERTICAL
#4 REBAR AT 16" ON CENTER,
HORIZONTAL
(2) #4 REBAR CONTINUOUS
CONCRETE FOOTER
COMPACTED SUBGRADE
ADJACENT CONCRETE POUR
1
2
3
4
5
6
7
8
9
MONUMENT SIGN
SCALE: VARIES
THE PARALLEL
SECTION A SECTION B
SCALE: 1/2" = 1'-0"SCALE: 1/2" = 1'-0"
PLAN VIEW
SCALE: 1/4" = 1'-0"
ELEVATION VIEW
SCALE: 1/4" = 1'-0"
B
A
2
1
2
1
1 3
2
6
5
4
1
7
8
9
1
3
4
9
7
6
5
8
1'-0"
1'-6"
16'-0"
14'-0"
3'-0"
1'-0"
1'-6"
3'-0"
1'-0"
6"
2"1'-6"
1'-0"
6"
1'-6"
1'-0"
NOTE: SIGNAGE SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND WILL BE SUBJECT TO
SEPARATE PERMIT.
5
N33' - 8 3/4"10' - 4"11' - 7"10' - 4"11' - 7"10' - 0"24' - 11 1/4"10' - 0"24' - 11"34' - 11"10' - 0"25' - 8"9' - 9 1/2"35' - 6"35' - 10 1/2"10' - 0"24' - 11 1/4"9' - 11 3/4"28' - 9 3/4"11' - 9 3/4"15' - 5 3/4"
Level 1
100' -0"
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"Level 4 Roof
146' -2 1/4"
Level 1D
104' -0"Level 1B
101' -0"
High Parapet 5 Story
163' -10 1/8"
Low Parapet 5 Story
162' -4 1/8"
Maximum Height Allowed
Base Plane
97'-6"
CEMENTITIOUS STUCCO
STANDING SEAM METAL PANEL
HARDIEPANEL VERTICAL SIDING
ALUMINUM BALCONY AND RAILING
BRICK VENEER
FIBERGLASS WINDOWS
ACCENT METAL SIDING
CEMENTITIOUS STUCCO
FIBERGLASS WINDOWS
HARDIEPANEL VERTICAL SIDING
ALUMINUM BALCONY AND RAILING
ACCENT METAL SIDING
BRICK VENEER
13' - 9 3/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 1 1/8"
7' - 0"
10' - 9 3/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 7 7/8"
15' - 7 1/8"
1' - 6"
90'-0" OR 6 STORIES
59' - 10 1/8"
52' - 2 1/4"
ACCENT METAL PANEL
ACCENT METAL PANEL
METAL ACCENT PANEL ABOVE
AND BELOW WINDOW
METAL ACCENT PANEL ABOVE
AND BELOW WINDOW
PARAPET AT A HEIGHT TO
SCREEN RTUs
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 5 T.O. Plate
156' -10 1/8"
Level 1D
104' -0"Level 1C
102' -0"
Level 1B
101' -0"
High Parapet 5 Story
163' -10 1/8"
High Parapet 5 Story
163' -10 1/8"
Low Parapet 5 Story
162' -4 1/8"
Low Parapet 5 Story
162' -4 1/8"
Maximum Height Allowed
Base Plane
97'-6"
CEMENTITIOUS STUCCO
STANDING SEAMMETAL PANEL
ACCENT METAL PANEL ALUMINUM BALCONY AND RAILING
BRICK VENEER
FIBERGLASS WINDOWS
ACCENT METAL SIDING
ALUMINUM STOREFRONT
ACCENT METAL SIDING
CEMENTITIOUS STUCCO ALUMINUM BALCONY AND RAILING
BRICK VENEER
10' - 9 3/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 1 1/8"
5' - 6"
1' - 6"
59' - 10 1/8"
1' - 6"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 7 7/8"
14' - 9 3/8"
63' - 10 1/8"
90'-0" OR 6 STORIES
HARDIEPANEL VERTICAL SIDING
FIBERGLASS WINDOWS
METAL ACCENT PANEL ABOVE
AND BELOW WINDOW
SIGNAGE APPROVED IN
SEAPARATE PERMIT PROCESS
PARAPET AT A HEIGHT TO
SCREEN RTUs
N
15' - 5" 11' - 9 3/4" 13' - 0 1/4" 10' - 2" 11' - 7 3/4" 10' - 3 3/4" 11' - 7 1/4" 10' - 3 3/4" 27' - 2 1/2" 11' - 9 3/4" 23' - 1 1/4" 11' - 9 3/4" 12' - 6"
GARAGE OPENING AT FIRST FLOOR
36' - 0 1/2" 22' - 8 3/4" 10' - 4" 36' - 6"
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
THE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: 11901 RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
THE PARALLEL
Building Elevations
03/26/21
SHEET 9 of 16
BRICK VENEER: INTERSTATE BRICK, COLOR PLATINUM
CEMENTITIOUS STUCCO: 3-COAT, PAINTED, COLOR WHITE
STANDING SEAM METAL PANEL: ATAS METALS, COLOR BLACK
HARDIE PANEL VERTICAL SIDING: SELECT CEDERMILL, COLOR WOODTONE
MOUNTAIN CEDAR
FIBERGLASS WINDOWS: BLACK EXTERIOR
ALUMINUM BALCONY AND RAILING: PRE-FABRICATED ALUMINUM, COLOR BLACK
ACCENT METAL SIDING: ATAS METALS, COLOR COPPER BROWN
ALUMINUM STOREFRONT: FRONT GLAZED, COLOR BLACK
METAL PANEL CANOPY: BRAKE METAL, COLOR BLACK
CONCRETE COLUMNS: SEALED CONCRETE, COLOR NATURAL GREY
EXTERIOR PORCELAIN TILE: COLOR BLACK AND WHITE PATTERN
MATERIAL LEGEND
TOTAL FACADE SF: 22,591.67 SF
BRICK VENEER: 1,995.06 SF, 8.8%
CEMENTITIOUS STUCCO: 5,612.05 SF, 24.8%
STANDING SEAM METAL PANEL: 6,190.59 SF, 27.4%
HARDIEPANEL VERTICAL SIDING: 1,271.23 SF, 5.6%
FIBERGLASS WINDOWS/DOORS: 7,350.74 SF, 32.5%
ACCENT METAL SIDING: 172 SF, 0.5%
ALUMINUM STOREFRONT: 0 SF, 0%
EXTERIOR PORCELAIN TILE: 0 SF, 0%
MATERIAL PERCENTAGES - NORTH ELEVATION
TOTAL FACADE SF: 16,120.38 SF
BRICK VENEER: 1,160.37 SF, 7.2%
CEMENTITIOUS STUCCO: 3,556.57 SF, 22.1%
STANDING SEAM METAL PANEL: 4,830.58 SF, 30%
HARDIEPANEL VERTICAL SIDING: 853.33 SF, 5.3%
FIBERGLASS WINDOWS/DOORS: 5,043.1 SF, 31.3%
ACCENT METAL SIDING: 96 SF, .5%
ALUMINUM STOREFRONT: 580.43 SF, 3.6%
EXTERIOR PORCELAIN TILE: 0 SF, 0%
MATERIAL PERCENTAGES - WEST ELEVATION
TOTAL GROUND FLOOR FACADE SF: 2,004 SF
TRANSPARENT GLAZING: 1,485 SF, 74%
TRANSPARENCY - NORTH ELEVATION
TOTAL GROUND FLOOR FACADE SF: 1,404 SF
TRANSPARENT GLAZING: 861 SF, 61%
TRANSPARENCY - WEST ELEVATION
1/16" = 1'-0"
SPR North Elevation
1/16" = 1'-0"
SPR West Elevation
N
36' - 3 1/2" 38' - 8" 20' - 9 1/2" 44' - 2" 22' - 8 1/2" 21' - 5 1/2" 9' - 11 3/4" 20' - 6 3/4"
4 9 ' - 7 3 /4 "
1 0 ' - 4 1 /4 "
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 4 Roof
146' -2 1/4"
Level 1B
101' -0"
High Parapet 5 Story
163' -10 1/8"
Low Parapet 5 Story
162' -4 1/8"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
14' - 9 3/8"
51' - 8 1/4"
Base Plane
97'-6"
Maximum Height Allowed
STANDING SEAM METAL PANEL ALUMINUM BALCONY AND RAILING
BRICK VENEERFIBERGLASS WINDOWSALUMINUM STOREFRONT
ACCENT METAL SIDING
METAL PANEL CANOPY
CEMENTITIOUS STUCCO
EXTERIOR PORCELAIN TILE
STANDING SEAM METAL PANEL CEMENTITIOUS STUCCOALUMINUM BALCONY AND RAILING
HARDIEPANEL VERTICAL SIDING1'
-
6
"
5'
-
6
"
10
'
-
1
1
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
14
'
-
9
3
/
8
"
63
'
-
1
0
1
/
8
"
METAL ACCENT PANEL ABOVE
AND BELOW WINDOW
90'-0" OR 6 STORIES
PARAPET AT A HEIGHT TO
SCREEN RTUs
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 4 Roof
146' -2 1/4"
Level 1B
101' -0"
High Parapet 4 Story
153' -2 1/4"
Low Parapet 4 Story
151' -8 1/4"
Low Parapet 5 Story
162' -4 1/8"Maximum Height Allowed
Base Plane
97'-6"
STANDING SEAM METAL PANEL
ALUMINUM BALCONY AND RAILING
BRICK VENEER FIBERGLASS WINDOWS
CEMENTITIOUS STUCCO HARDIEPANEL VERTICAL SIDING
STANDING SEAM METAL PANEL
CEMENTITIOUS STUCCOFIBERGLASS WINDOWS
BRICK VENEER
ALUMINUM BALCONY AND RAILING
13
'
-
9
3
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
10
'
-
1
1
/
8
"
5'
-
6
"
1'
-
6
"
52
'
-
2
1
/
4
"
5'
-
6
"
10
'
-
1
1
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
14
'
-
9
3
/
8
"
2'
-
6
"
62
'
-
4
1
/
8
"
62
'
-
0
"
O
R
4
S
T
O
R
I
E
S
BUILDING BEYOND 100' OF
ADJACENT RESIDENTIAL AREA
PARAPET AT A HEIGHT TO
SCREEN RTUs
N
2 7 ' - 7 "
1 0 ' - 3 3 /4 "
2 7 ' - 7 "
1 0 ' - 3 1 /4 "2 4 ' - 3 3 /4 "1 0 ' - 4 1 /4 "1 2 ' - 6 3 /4 "1 3 ' - 8 1 /2 "1 1 ' - 2 "9 ' - 1 0 "
3' - 0 1/2" 59' - 1" 22' - 7 1/4"72' - 2"
BUILDING STEPBACK
AT FIRST FLOOR
BUILDING STEPBACK
AT FIRST FLOOR
BUILDING STEPBACK
AT FIFTH FLOOR
3' - 11 1/4"
5' - 9"
1' - 10 3/4"
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
THE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: 11901 RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
THE PARALLEL
Building Elevations
03/26/21
SHEET 10 of 16
BRICK VENEER: INTERSTATE BRICK, COLOR PLATINUM
CEMENTITIOUS STUCCO: 3-COAT, PAINTED, COLOR WHITE
STANDING SEAM METAL PANEL: ATAS METALS, COLOR BLACK
HARDIE PANEL VERTICAL SIDING: SELECT CEDERMILL, COLOR WOODTONE
MOUNTAIN CEDAR
FIBERGLASS WINDOWS: BLACK EXTERIOR
ALUMINUM BALCONY AND RAILING: PRE-FABRICATED ALUMINUM, COLOR BLACK
ACCENT METAL SIDING: ATAS METALS, COLOR COPPER BROWN
ALUMINUM STOREFRONT: FRONT GLAZED, COLOR BLACK
METAL PANEL CANOPY: BRAKE METAL, COLOR BLACK
CONCRETE COLUMNS: SEALED CONCRETE, COLOR NATURAL GREY
EXTERIOR PORCELAIN TILE: COLOR BLACK AND WHITE PATTERN
MATERIAL LEGEND
TOTAL FACADE SF: 18,163.62 SF
BRICK VENEER: 1,302.12 SF, 7.2%
CEMENTITIOUS STUCCO: 4,498.2 SF, 24.8%
STANDING SEAM METAL PANEL: 4,416.52 SF, 24.3%
FIBER CEMENT PANEL: 671.02 SF, 3.7%
VINYL WINDOWS/DOORS: 5,356 SF, 29.4%
FIBER CEMENT ACCENT TRIM: 76 SF, 0.1%
ALUMINUM STOREFRONT: 1,780.76 SF, 9.8%
EXTERIOR PORCELAIN TILE: 63 SF, .1%
MATERIAL PERCENTAGES - SOUTH ELEVATION
TOTAL FACADE SF: 13,830.15 SF
BRICK VENEER: 3,654.67 SF, 26.4%
STUCCO: 2,112.2 SF, 15.3%
STANDING SEAM METAL PANEL: 3,103.57 SF, 22.4%
HARDIEPANEL VERTICAL SIDING: 456.61 SF, 3%
FIBERGLASS WINDOWS/DOORS: 4,503.1 SF, 32.6%
ACCENT METAL SIDING: 0 SF, 0%
ALUMINUM STOREFRONT: 0 SF, 0%
EXTERIOR PORCELAIN TILE: 0 SF, 0%
MATERIAL PERCENTAGES - EAST ELEVATION
TOTAL GROUND FLOOR FACADE SF: 1,570 SF
TRANSPARENT GLAZING: 1,320 SF, 84%
TRANSPARENCY - SOUTH (PRIMARY) ELEVATION
TOTAL GROUND FLOOR FACADE SF: 1,375 SF
TRANSPARENT GLAZING: 915 SF, 67%
TRANSPARENCY - EAST ELEVATION
1/16" = 1'-0"
SPR South Elevation
1/16" = 1'-0"
SPR East Elevation
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 4 Roof
146' -2 1/4"
Level 4 Roof
146' -2 1/4"
Level 1B
101' -0"
High Parapet 4 Story
153' -2 1/4"
High Parapet 4 Story
153' -2 1/4"
Low Parapet 4 Story
151' -8 1/4"
Low Parapet 4 Story
151' -8 1/4"
Maximum Height Allowed
Base Plane
97'-6"
BRICK VENEER FIBERGLASS WINDOWS
STANDING SEAM METAL PANEL CEMENTITIOUS STUCCOALUMINUM BALCONY AND RAILING
1'
-
6
"
5'
-
6
"
10
'
-
1
1
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
14
'
-
9
3
/
8
"
2'
-
6
"
53
'
-
2
1
/
4
"
90
'
-
0
"
O
R
6
S
T
O
R
I
E
S
UNITCORRIDORUNIT UNITCORRIDORUNIT
Level 1
100' -0"
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 4 Roof
146' -2 1/4"
High Parapet 4 Story
153' -2 1/4"
Low Parapet 4 Story
151' -8 1/4"
High Parapet 5 Story
163' -10 1/8"
Low Parapet 5 Story
162' -4 1/8"
Maximum Height Allowed
Base Plane
97'-6"
BRICK VENEER FIBERGLASS WINDOWS
STANDING SEAM METAL PANEL
ALUMINUM BALCONY AND RAILING
1' - 6"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
14' - 9 3/8"
53' - 2 1/4"
1' - 6"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 7 7/8"
14' - 9 3/8"
63' - 10 1/8"
90' - 0" OR 6 STORIES
CORRIDORUNITPARKING GARAGECORRIDORUNIT
UNITCORRIDORUNIT
PARAPET AT A HEIGHT TO
SCREEN RTUs
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
THE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: 11901 RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
THE PARALLEL
Building Elevations
03/26/21
SHEET 11 of 16
BRICK VENEER: INTERSTATE BRICK, COLOR PLATINUM
CEMENTITIOUS STUCCO: 3-COAT, PAINTED, COLOR WHITE
STANDING SEAM METAL PANEL: ATAS METALS, COLOR BLACK
HARDIE PANEL VERTICAL SIDING: SELECT CEDERMILL, COLOR WOODTONE
MOUNTAIN CEDAR
FIBERGLASS WINDOWS: BLACK EXTERIOR
ALUMINUM BALCONY AND RAILING: PRE-FABRICATED ALUMINUM, COLOR BLACK
ACCENT METAL SIDING: ATAS METALS, COLOR COPPER BROWN
ALUMINUM STOREFRONT: FRONT GLAZED, COLOR BLACK
METAL PANEL CANOPY: BRAKE METAL, COLOR BLACK
CONCRETE COLUMNS: SEALED CONCRETE, COLOR NATURAL GREY
EXTERIOR PORCELAIN TILE: COLOR BLACK AND WHITE PATTERN
MATERIAL LEGEND
1/16" = 1'-0"
SPR East Elevation - Courtyard
1/16" = 1'-0"
SPR South Elevation - Courtyard
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 1C
102' -0"
Level 1B
101' -0"
Low Parapet 5 Story
162' -4 1/8"
5'
-
6
"
10
'
-
1
1
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
10
'
-
7
7
/
8
"
12
'
-
9
3
/
8
"
2'
-
0
"
62
'
-
4
1
/
8
"
Maximum Height Allowed
BRICK VENEER FIBERGLASS WINDOWS
STANDING SEAM METAL PANELCEMENTIOUS STUCCOALUMINUM BALCONY AND RAILING
ALUMINUM STOREFRONT
STANDING SEAM METAL PANEL
90
'
-
0
"
O
R
6
S
T
O
R
I
E
S
UNIT CORRIDOR UNIT UNIT CORRIDOR UNIT
PARAPET AT A HEIGHT TO
SCREEN RTUs
Level 1
100' -0"
Level 2
114' -9 3/8"
Level 2
114' -9 3/8"
Level 3
125' -5 1/4"
Level 3
125' -5 1/4"
Level 4
136' -1 1/8"
Level 4
136' -1 1/8"
Level 5
146' -9"
Level 5 T.O. Plate
156' -10 1/8"
Level 4 Roof
146' -2 1/4"
Level 1D
104' -0"
Level 1C
102' -0"
High Parapet 4 Story
153' -2 1/4"
Low Parapet 4 Story
151' -8 1/4"
High Parapet 5 Story
163' -10 1/8"
Low Parapet 5 Story
162' -4 1/8"
Base Plane
97'-6"
Maximum Height Allowed
BRICK VENEERFIBERGLASS WINDOWS
STANDING SEAM METAL PANEL
CEMENTIOUS STUCCO ALUMINUM BALCONY AND RAILING
1' - 6"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 7 7/8"
10' - 9 3/8"
59' - 10 1/8"
90'-0" OR 6 STORIES
1' - 6"
5' - 6"
10' - 1 1/8"
10' - 7 7/8"
10' - 7 7/8"
14' - 9 3/8"
53' - 2 1/4"
UNIT CORRIDOR PARKING GARAGE CORRIDOR UNIT
UNIT CORRIDOR UNIT
PARAPET AT A HEIGHT TO
SCREEN RTUs
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
THE PARALLEL
601 Broadway, Suite N
Denver, CO 80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: 11901 RIDGE ROAD, WHEATRIDGE, CO 80033
SITE PLAN REVIEW
WSP-20-05
THE PARALLEL
Building Elevations
03/26/21
SHEET 12 of 16
BRICK VENEER: INTERSTATE BRICK, COLOR PLATINUM
CEMENTITIOUS STUCCO: 3-COAT, PAINTED, COLOR WHITE
STANDING SEAM METAL PANEL: ATAS METALS, COLOR BLACK
HARDIE PANEL VERTICAL SIDING: SELECT CEDERMILL, COLOR WOODTONE
MOUNTAIN CEDAR
FIBERGLASS WINDOWS: BLACK EXTERIOR
ALUMINUM BALCONY AND RAILING: PRE-FABRICATED ALUMINUM, COLOR BLACK
ACCENT METAL SIDING: ATAS METALS, COLOR COPPER BROWN
ALUMINUM STOREFRONT: FRONT GLAZED, COLOR BLACK
METAL PANEL CANOPY: BRAKE METAL, COLOR BLACK
CONCRETE COLUMNS: SEALED CONCRETE, COLOR NATURAL GREY
EXTERIOR PORCELAIN TILE: COLOR BLACK AND WHITE PATTERN
MATERIAL LEGEND
1/16" = 1'-0"
SPR West Elevation - Courtyard
1/16" = 1'-0"
SPR North Elevation - Courtyard
THE PARALLEL
THE PARALLEL
Jordan & Skala Engineers
Project Number:Drawn By:Checked By:
555 17th Street, Suite 700 ● Denver, CO 80202
p. 303.586.2375 ● f. 303.586.2376
2080133 EJ SL
WARD STATION APARTMENTS
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite N
Denver, CO
80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
03/26/21
of 16
SITE PLAN REVIEW
WSP-20-05
LIGHTING FIXTURE
SCHEDULE & SPEC SHEETS
14
AABG1,BG2 & FGCC&DD
POLE
THE PARALLEL
THE PARALLEL
Jordan & Skala Engineers
Project Number:Drawn By:Checked By:
555 17th Street, Suite 700 ● Denver, CO 80202
p. 303.586.2375 ● f. 303.586.2376
2080133 EJ SL
WARD STATION APARTMENTS
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite N
Denver, CO
80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
03/26/21
of 16
SITE PLAN REVIEW
WSP-20-05
LIGHTING FIXTURE
SCHEDULE & SPEC SHEETS
15
DG1&DG2FFPOLE
THE PARALLEL
THE PARALLEL
Jordan & Skala Engineers
Project Number:Drawn By:Checked By:
555 17th Street, Suite 700 ● Denver, CO 80202
p. 303.586.2375 ● f. 303.586.2376
2080133 EJ SL
WARD STATION APARTMENTS
LOT 2, HANCE'S SUBDIVISION REPLAT NO. 1 AND THE VACATED PORTION OF RIDGE ROAD, BEING A PORTION OF THE
SOUTHEAST QUARTER OF SECTION 17, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
WARD STATION APARTMENTS
601 Broadway, Suite N
Denver, CO
80209
Tel: 303 861 1600
Fax: 303 861 1602
www.cuningham.com
®
Cuningham Group
Architecture, Inc.
LOCATED AT: WEST RIDGE ROAD, WHEATRIDGE, CO 80033
03/26/21
of 16
SITE PLAN REVIEW
WSP-20-05
LIGHTING FIXTURE
SCHEDULE & SPEC SHEETS
16
CL2 CL1L1GG
THE PARALLEL
THE PARALLEL