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096519012
11/7/2019
ECZ
Sheet Title:
Revisions:
#Date Description
3609 WADSWORTH BLVD
WHEAT RIDGE, CO 80033
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE PLAN AND CONDITIONAL USE
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NORTH
2
SITE PLAN
NOTES:
LEGEND
BASIS OF BEARINGS:
8
LEGAL DESCRIPTION:
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11/7/2019
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Sheet Title:
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#Date Description
3609 WADSWORTH BLVD
WHEAT RIDGE, CO 80033
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE PLAN AND CONDITIONAL USE
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NORTH
3
GRADING & UTILITY
PLAN
LEGEND
NOTES:
BENCHMARK STATEMENT
ABBREVIATED LEGEND
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A.SCOPE OF WORK1.THE WORK CONSISTS OF: FURNISHING ALL LABOR, MATERIALS, EQUIPMENT, TOOLS, TRANSPORTATION, AND ANY OTHERAPPURTENANCES NECESSARY FOR THE COMPLETION OF THIS PROJECT AS SHOWN ON THE DRAWINGS AND AS SPECIFIEDHEREIN.2.WORK SHALL INCLUDE MAINTENANCE AND WATERING OF ALL CONTRACT PLANTING AREAS UNTIL CERTIFICATION OFACCEPTANCE BY THE OWNER.B.PROTECTION OF EXISTING STRUCTURES1.ALL EXISTING BUILDINGS, WALKS, WALLS, PAVING, PIPING, OTHER SITE CONSTRUCTION ITEMS, AND PLANTING ALREADYCOMPLETED OR ESTABLISHED AND DESIGNATED TO REMAIN SHALL BE PROTECTED FROM DAMAGE BY THE CONTRACTORUNLESS OTHERWISE SPECIFIED. ALL DAMAGE RESULTING FROM NEGLIGENCE SHALL BE REPAIRED OR REPLACED TO THESATISFACTION OF THE OWNER, AT NO COST TO THE OWNER.2.THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL NECESSARY BEST MANAGEMENT PRACTICES (BMP)DEVICES ACCORDING TO ALL REGULATORY AGENCY'S STANDARDS THROUGH THE DURATION OF ALL CONSTRUCTIONACTIVITIES.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MAINTENANCE OF TRAFFIC (MOT) THAT MAY BE REQUIRED FOR THEPROJECT.4.THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES, WHETHER PUBLIC OR PRIVATE, PRIOR TOEXCAVATION. THE OWNER AND DESIGN PROFESSIONAL SHALL NOT BE RESPONSIBLE FOR THE ACCURACY ANDCOMPLETENESS OF ANY SUCH INFORMATION OR DATA. THE CONTRACTOR SHALL HAVE FULL RESPONSIBILITY FOR;REVIEWING AND CHECKING ALL SUCH INFORMATION AND DATA; LOCATING ALL UNDERGROUND FACILITIES DURINGCONSTRUCTION; THE SAFETY AND PROTECTION THEREOF; REPAIRING ANY DAMAGE THERETO RESULTING FROM THEWORK. THE COST OF ALL WILL BE CONSIDERED AS HAVING BEEN INCLUDED IN THE CONTRACT PRICE. THE CONTRACTORSHALL NOTIFY ANY AFFECTED UTILITY COMPANIES OR AGENCIES IN WRITING AT LEAST 48 HOURS PRIOR TO BEGINNINGCONSTRUCTION.C.PROTECTION OF EXISTING PLANT MATERIALS1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL UNAUTHORIZED CUTTING OR DAMAGE TO TREES AND SHRUBSEXISTING OR OTHERWISE, CAUSED BY CARELESS EQUIPMENT OPERATION, MATERIAL STOCKPILING, ETC... THIS SHALLINCLUDE COMPACTION BY DRIVING OR PARKING INSIDE THE DRIP-LINE AND SPILLING OIL, GASOLINE, OR OTHERDELETERIOUS MATERIALS WITHIN THE DRIP-LINE. NO MATERIALS SHALL BE BURNED ON SITE. EXISTING TREES KILLED ORDAMAGED SO THAT THEY ARE MISSHAPEN AND/OR UNSIGHTLY SHALL BE REPLACED AT THE COST TO THE CONTRACTOR OFFOUR HUNDRED DOLLARS ($400) PER CALIPER INCH ON AN ESCALATING SCALE WHICH ADDS AN ADDITIONAL TWENTY (20)PERCENT PER INCH OVER FOUR (4) INCHES CALIPER AS FIXED AND AGREED LIQUIDATED DAMAGES. CALIPER SHALL BEMEASURED SIX (6) INCHES ABOVE GROUND LEVEL FOR TREES UP TO AND INCLUDING FOUR (4) INCHES IN CALIPER ANDTWELVE (12) INCHES ABOVE GROUND LEVEL FOR TREES OVER FOUR (4) INCHES IN CALIPER.2.SEE TREE MITIGATION PLAN AND NOTES, IF APPLICABLE.D.MATERIALS1.GENERALMATERIAL SAMPLES LISTED BELOW SHALL BE SUBMITTED FOR APPROVAL, ON SITE OR AS DETERMINED BY THE OWNER.UPON APPROVAL, DELIVERY OF MATERIALS MAY COMMENCE.MATERIALSAMPLE SIZEMULCH ONE (1) CUBIC FOOTTOPSOIL MIX ONE (1) CUBIC FOOTPLANTS ONE (1) OF EACH VARIETY (OR TAGGED IN NURSERY)2.PLANT MATERIALSa.PLANT SPECIES AND SIZE SHALL CONFORM TO THOSE INDICATED ON THE DRAWINGS. ALL PLANT MATERIAL SHALL MEET OREXCEED CURRENT AMERICAN STANDARD FOR NURSERY STOCK ANSI Z60.1 AND THE COLORADO NURSERY ACT ANDACCOMPANYING RULES AND REGULATIONS. ALL PLANTS SHALL BE HEALTHY, VIGOROUS, SOUND, WELL-BRANCHED, ANDFREE OF DISEASE AND INSECTS, INSECT EGGS AND LARVAE AND SHALL HAVE ADEQUATE ROOT SYSTEMS.b.TREES FOR PLANTING IN ROWS SHALL BE UNIFORM IN SIZE AND SHAPE. ALL MATERIALS SHALL BE SUBJECT TO APPROVALBY THE OWNER. WHERE ANY REQUIREMENTS ARE OMITTED FROM THE PLANT LIST, THE PLANTS FURNISHED SHALL BENORMAL FOR THE VARIETY.c.PLANTS SHALL BE PRUNED PRIOR TO DELIVERY ONLY WITH APPROVAL FROM PROJECT LANDSCAPE ARCHITECT.d.NO SUBSTITUTIONS SHALL BE MADE WITHOUT WRITTEN PERMISSION FROM THE PROJECT LANDSCAPE ARCHITECT.e.THE HEIGHT AND/OR WIDTH OF TREES SHALL BE MEASURED FROM THE GROUND OR ACROSS THE NORMAL SPREAD OFBRANCHES WITH THE PLANTS IN THEIR NORMAL POSITION. THIS MEASUREMENT SHALL NOT INCLUDE THE IMMEDIATETERMINAL GROWTH. PLANTS LARGER IN SIZE THAN THOSE SPECIFIED IN THE PLANT LIST MAY BE USED IF APPROVED BYTHE OWNER. IF THE USE OF LARGER PLANTS IS APPROVED, THE BALL OF EARTH OR SPREAD OF ROOTS SHALL BEINCREASED IN PROPORTION TO THE SIZE OF THE PLANT.f.PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL AT THE PLACE OF GROWTH, OR UPON DELIVERY TO THE SITE,AS DETERMINED BY THE OWNER, FOR QUALITY, SIZE, AND VARIETY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OFINSPECTION AND REJECTION AT THE SITE DURING PROGRESS OF THE WORK OR AFTER COMPLETION FOR SIZE ANDCONDITION OF ROOT BALLS OR ROOTS, LATENT DEFECTS OR INJURIES. REJECTED PLANTS SHALL BE REMOVEDIMMEDIATELY FROM THE SITE. NOTICE REQUESTING INSPECTION SHALL BE SUBMITTED IN WRITING BY THE CONTRACTORAT LEAST ONE (1) WEEK PRIOR TO ANTICIPATED DATE.E.SOIL MIXTURE1.CONTRACTOR SHALL TEST EXISTING SOIL AND AMEND AS NECESSARY IN ACCORDANCE WITH THE GUIDELINES BELOW:2.SOIL MIXTURE SHALL CONSIST OF TWO PARTS OF TOPSOIL AND ONE PART SAND, AS DESCRIBED BELOW. CONTRACTOR TOSUBMIT SAMPLES AND PH TESTING RESULTS OF SOIL MIXTURE FOR OWNER'S REPRESENTATIVE APPROVAL PRIOR TOPLANT INSTALLATION OPERATIONS COMMENCE.a.TOPSOIL FOR USE IN PREPARING SOIL MIXTURE FOR BACKFILLING PLANT OPENINGS SHALL BE FERTILE, FRIABLE, AND OF ALOAMY CHARACTER; REASONABLY FREE OF SUBSOIL, CLAY LUMPS, BRUSH WEEDS AND OTHER LITTER; FREE OF ROOTS,STUMPS, STONES LARGER THAN 2" IN ANY DIRECTION, AND OTHER EXTRANEOUS OR TOXIC MATTER HARMFUL TO PLANTGROWTH. IT SHALL CONTAIN THREE (3) TO FIVE (5) PERCENT DECOMPOSED ORGANIC MATTER, HAVE A PH BETWEEN 5.5 AND8.0, AND SOLUBLE SALTS LESS THAN 3.0 MMHOS/CM. SUBMIT SOIL SAMPLE AND PH TESTING RESULTS FOR APPROVAL.b.SAND SHALL BE COARSE, CLEAN, WELL-DRAINING, NATIVE SAND.3.TREES SHALL BE PLANTED IN THE EXISTING NATIVE SOIL ON SITE, UNLESS DETERMINED TO BE UNSUITABLE - AT WHICHPOINT THE CONTRACTOR SHALL CONTACT THE PROJECT LANDSCAPE ARCHITECT TO DISCUSS ALTERNATERECOMMENDATION PRIOR TO PLANTING.F.WATER1.WATER NECESSARY FOR PLANTING AND MAINTENANCE SHALL BE OF SATISFACTORY QUALITY TO SUSTAIN ADEQUATEPLANT GROWTH AND SHALL NOT CONTAIN HARMFUL, NATURAL OR MAN-MADE ELEMENTS DETRIMENTAL TO PLANTS. WATERMEETING THE ABOVE STANDARD SHALL BE OBTAINED ON THE SITE FROM THE OWNER, IF AVAILABLE, AND THECONTRACTOR SHALL BE RESPONSIBLE TO MAKE ARRANGEMENTS FOR ITS USE BY HIS TANKS, HOSES, SPRINKLERS, ETC....IF SUCH WATER IS NOT AVAILABLE AT THE SITE, THE CONTRACTOR SHALL PROVIDE SATISFACTORY WATER FROM SOURCESOFF THE SITE AT NO ADDITIONAL COST TO THE OWNER.* WATERING/IRRIGATION RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.G.FERTILIZER1.CONTRACTOR SHALL PROVIDE FERTILIZER APPLICATION SCHEDULE TO OWNER, AS APPLICABLE TO SOIL TYPE, PLANTINSTALLATION TYPE, AND SITE'S PROPOSED USE. SUGGESTED FERTILIZER TYPES SHALL BE ORGANIC OR OTHERWISENATURALLY-DERIVED.* FERTILIZER RESTRICTIONS MAY APPLY - REFER TO PROPERTY'S JURISDICTIONAL AUTHORITY.H.MULCH1.MULCH MATERIAL SHALL BE MOISTENED AT THE TIME OF APPLICATION TO PREVENT WIND DISPLACEMENT, AND APPLIED ATA DEPTH OF THREE (3) INCHES CLEAR MULCH FROM EACH PLANT'S CROWN (BASE) OR AS SHOWN IN PLANTING DETAILS.MULCH SHALL BE DOUBLE SHREDDED HARDWOOD MULCH. DYED MULCH IS NOT ACCEPTABLE. SUBMIT SAMPLES TOPROJECT LANDSCAPE ARCHITECT FOR APPROVAL.2.MULCH SHALL BE PROVIDED OVER THE ENTIRE AREA OF EACH SHRUB BED, GROUND COVER, VINE BED, AND TREE RING (6'MINIMUM) PLANTED UNDER THIS CONTRACT, AS WELL AS FOR ANY EXISTING LANDSCAPE AREAS AS SHOWN ON PLANS.I.DIGGING A
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L.FINE GRADI
N
G
1.FINE GR
A
D
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HAVE BE
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.
2.THE CO
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.
3.ALL PLA
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M.PLANTING
P
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S
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N
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AREAS.
T
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2.VERIFY
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C
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(
8
1
1
)
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8
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CONSTR
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.
3.CONTRA
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4.FURNISH
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5.COMPLY
W
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P
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B
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WORK. U
P
O
N
A
R
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T
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EXCEEDI
N
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T
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T
Y
-
F
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R
(
2
4
)
H
O
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R
S
.
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PRACTIC
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.
6.WORK S
H
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B
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N
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.
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WORK T
O
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P
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A
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C
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D
P
L
A
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T
S
.
7.PRIOR T
O
E
X
C
A
V
A
T
I
O
N
O
F
T
R
E
E
O
P
E
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ROTO-TI
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8.EXCAVA
T
I
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T
R
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B
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S
.
9.IN CONTI
N
U
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FOOT BE
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DEPTH P
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6
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.
10.TREE OP
E
N
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L
L
D
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D
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TREE OP
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N
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S
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A
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L
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1" ABOV
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F
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.
P
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P
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A
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T
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N
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T
A
L
L
A
T
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N
.
11.TAKE AL
L
N
E
C
E
S
S
A
R
Y
P
R
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C
A
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T
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G
TREES.12.SOIL MIX
T
U
R
E
S
H
A
L
L
B
E
A
S
S
P
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C
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F
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T
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N
'
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'
.
13.TREES A
N
D
S
H
R
U
B
S
S
H
A
L
L
B
E
S
E
T
S
T
R
A
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A
N
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L
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A
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T
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T
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A
N
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C
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N
W
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L
L
S
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A
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D
ONE (1)
T
O
T
W
O
(
2
)
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N
C
H
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A
B
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R
A
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.
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A
C
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P
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B
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P
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T
.
S
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I
L
M
I
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A
L
L
B
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BACK FIL
L
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D
,
T
H
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L
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T
A
M
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(
A
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A
M
P
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)
.
14.AMEND
P
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N
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A
N
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A
K
P
L
A
N
T
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P
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I
N
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A
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P
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RECOM
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.
A
L
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15.FILL HOL
E
W
I
T
H
S
O
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L
M
I
X
T
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M
A
K
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TO SOAK
M
I
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M
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T
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(
2
0
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16.ALL BUR
L
A
P
,
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,
W
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B
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17.TREES S
H
A
L
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B
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P
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D
,
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A
C
C
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.
18.SHRUBS
A
N
D
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C
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P
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A
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S
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ON THE
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19.TREE GU
Y
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0000OPEN
±5'-6"±8'-9 1/2"
1
0'-0" A.F.F.
EWF-1
EWF-1
EWF-1EWF-4
EWF-5
EWF-4
10'-0" A.F.F.
B.O. CANOPY
14'-0" A.F.F.
16'-7" A.F.F.
CL OF SIGN
19'-10" A.F.F.
PLATE HT.
0'-0" A.F.F.
10'-0" A.F.F.
B.O. CANOPY
14'-0" A.F.F.
18'-0" A.F.F.
PLATE HT.
19'-10" A.F.F.
PLATE HT.
1
EWS-2
EWS-2
EM-2
6 6
12 13
12
13
3'-2" A.F.F.3'-2" A.F.F.
EWF-1
EW
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1
7
3
4
7
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15
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EM-2
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TYP
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9
EM-2
9 9
9
9
1
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6
23
JJ JJ JJ JJJJ JJ
X
CC
X X X
±11'-8"10'-4 1/2"
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EWF-6
0'-0" A.F.F.
10'-0" A.F.F.
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14'-0" A.F.F.
16'-7" A.F.F.
PLATE HT.
19'-10" A.F.F.
PLATE HT.
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14'-0" A.F.F.
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EWF-4
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EWF-6
EWS-2 EWS-2
EWF-1
EWS-1 EWS-1
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EM-3
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II II II
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1 NORTH ELEVATION (FRONT)
1/4"= 1'-0"
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2 EAST ELEVATION ( DRIVE-THRU)
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Date:
Project Number:
Sheet Number:
Drawn By:
Store:
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O
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096519012
11/7/2019
ECZ
Sheet Title:
Revisions:
#Date Description
3609 WADSWORTH
BLVD
WHEAT RIDGE, CO
80033
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE PLAN AND CONDITIONAL USE
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SCHEDULE OF EXTERIOR FINISHES
KEY MATERIAL Use DESCRIPTION
EXTERIOR METALS
EXTERIOR METALS METAL ROOF
STANDING
SEAM 1IN
STANDING SEAM METAL ROOF
GALVANIZED STEEL SHEET W/
KYNAR FINISH (24 GA.) STANDARD
COLOR.
EXTERIOR METALS METAL BLACK
MATTE
METAL GALVANIZED STEEL SHEET
W/ KYNAR FINISH (24 GA.)
STANDARD COLOR.
EXTERIOR METALS RAW STEEL HOT ROLLED STEEL WITH CLEAR
COAT FINISH
EXTERIOR WALL FINISHES
EXTERIOR WALL
FINISHES
MASONRY
ROMAN
BRICK
MANUFACTURER: BELDEN, MODEL:
NORMAN BRICK STANDARD, COLOR
MEDIUM RANGE IRON SPOT, FINISH:
SMOOTH- MORTAR TO MATCH
LATICRETE HEMP, MORTAR JOINT
PROFILE: WEATHER-STRUCK
(HORIZONTAL JOINTS SLANTED
BACK, VERTICAL JOINTS FLUSH)
EXTERIOR WALL
FINISHES
EXTERIOR
STUCCO
COLOR
7/8" STUCCO, 382 TAMALE, SAND
PEBBLE FINISH ON SELF FURRING
GALV. METAL LATH W/ FRY REGLET
CORNERS, MOLDING & TRIM AS
REQUIRED
EXTERIOR WALL
FINISHES
CAST STONE
LEDGE
MARCSTONE 6443- ARCHITECT'S
GREY
EXTERIOR WALL
FINISHES
EXTERIOR
LIMESTONE
COLOR
7/8" LIMESTONE PLASTER, 456 OYSTER
SHELL, OVER SUBSTRATE. APPLIED PER
MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS
EXTERIOR WALL
FINISHES
EXTERIOR
STUCCO*
COLOR
7/8" STUCCO, 132 MOUNTAIN FOG,
SAND PEBBLE FINISH ON SELF
FURRING GALV. METAL LATH W/
FRY REGLET CORNERS, MOLDING &
TRIM AS REQUIRED
EXTERIOR WINDOW SYSTEMS
EXTERIOR
WINDOW SYSTEMS
DRIVE THRU
WINDOW
ANODIZED ALUMINUM
STOREFRONT
EXTERIOR
WINDOW SYSTEMS
STOREFRONT ANODIZED ALUMINUM
STOREFRONT 2" SIGHT LINE
KEYED NOTES
1 SIGN, BY OWNER. PROVIDE BLOCKING AS REQ'D (4'-0" x 8'-0" OVAL)
WALL ART, PROVIDED BY OWNER
ROOF SCREEN WITH EQUIPMENT BEYOND
EXTERIOR LIGHTING, RE: ELECTRICAL PLANS
CONTROL JOINT
PREFABRICATED METAL CANOPY PERMITTED SEPARATELY
8" STUCCO OR BRICK BAND AS SHOWN
DOWNTURNED LED CHANNEL AND LIGHTING BY OWNER
PREFINISHED METAL PARAPET CAP
MECHANICAL AND/OR ELECTRICAL EQUIPMENT SHOWN FOR REFERENCE
ONLY - REFER TO ENGINEERING DRAWINGS
PAINTED PIPE BOLLARD W/ SLEEVE
METAL GUTTER AND DOWNSPOUT (BLACK)
PRECAST STONE LEDGER / SILL
PREFABRICATED DRIVE-THRU WINDOW ASSEMBLY (MATTE BLACK)
PROVIDE SMOOTH AND LEVEL SURFACE IN PLASTER FOR METAL PANELS AND
CANOPIES
ROOF SCUPPER AND DOWNSPOUT - OMIT BAND AS INDICATED
EXTERIOR SPEAKERS
PREFINISHED CARHOOD PANELS BY OWNER
BRICK VENEER EXPANSION JOINT
PREFINISHED METAL ROOF AND RAKE TRIM PANELS
SURFACE WALL URN AS SCHEDULED ON A5.30
CAST CONCRETE WALL CAP TO MATCH EWF-3
INTERNALLY ILLUMINATED TRANSLUCENT WHITE PANELS
2
5
6
7
9
12
13
14
15
3
EM-1
EM-2
EM-3
EWF-1
EWF-2
EWF-3
EWF-4
EWF-5
EWS-1
EWS-2
EXTERIOR WALL
FINISHES
MASONRY
ALAMO
BRICK
MANUFACTURER: BORAL, MODEL:
MODULAR, COLOR: ALAMO, FINISH:
SMOOTH - MOTAR:LATICRETE HEMP,
MORTAR JOINT PROFILE: SACK RUB
EWF-6
4
8
10
11
16
17
18
19
20
21
EXTERIOR METALS RECLAIMED
CAR HOODS
STEEL WITH CLEAR COAT FINISH BY
OWNER
EM-4
22
* AT ROOF MECHANICAL SCREEN EIFS SHALL BE USED IN LIEU OF STUCCO.
REFER TO DETAILS.
23
C7.0
ELEVATIONS
REQUIRED
FACADE A (GROUND FLOOR)40% MIN / 187.6 SF MIN.
TRANSPARENCY CALCULATIONS
PROPOSED
FACADE B (GROUND FLOOR)25% MIN / 46.5 SF MIN.
48% / 225 SF.
34% / 62 SF.
FACADE A
10'-2"5'-7 1/2"8'-9 1/2"
0'-0" A.F.F.
10'-0" A.F.F.
B.O. CANOPY
14'-0" A.F.F.
19'-10" A.F.F.
PLATE HT.
3'-2" A.F.F.
16'-7" A.F.F.
PLATE HT.
0'-0" A.F.F.
14'-0" A.F.F.
16'-7" A.F.F.
PLATE HT.
19'-10" A.F.F.
PLATE HT.
3'-2" A.F.F.
17'-4" A.F.F.
PLATE HT.
8'-8" A.F.F.
9
9
4 TYP
4 TYP
6
6
9
13
EWF-3
13
EWF-3
13
EWF-3
10 10
1
5 7
8
2
9
5
EM-2 EM-2 EM-2
8
3
7
1112
20
EWF-1
EWF-1
EWF-1
1
EWF-2
EWF-2
EWF-4
EWF-4
EWF-4
EWF-6
EWF-5 EWF-4
EWF-4
P-7P-9
R
GG GG
II
GG JJ JJ
R
EWS-2 EWS-2
GG
OPEN
±10'-4 1/2"
1
0'-0" A.F.F.
EWF-4
EWF-5
EWF-1
10'-0" A.F.F.
B.O. CANOPY
14'-0" A.F.F.
16'-7" A.F.F.
PLATE HT.
19'-10" A.F.F.
PLATE HT.
19'-10" A.F.F.
PLATE HT.
1
6
13
3'-2" A.F.F.
7
8
13
P-10
EM-2
EWF-3EWF-3
13
EWF-3
EWF-1
EWF-1
EWF-1
EWF-6
EWS-2 EWS-2 EWS-2
EM-2
EM-2 9
EM-2
EM-2 9
99
9
4
4
TYPTYP
4 TYP
4 TYP4
TYP
4
TYP
5 5 5 55
5 TYP
7 7
EWF-6
10
10
1717
18
20
EM-2
EWF-4
EWF-2EWF-2
EWF-4
EWF-2
EWF-1
EWF-2
2
10
EWS-2EWF-4
8
EWS-2 P-7
P-9
EWS-2
JJ JJ GG GG GG GG GG GG GG GG GG
II
XXX
CC
JJ
RR
23
EWF-6
EWF-6
EWF-6EWF-6
EWF-6
1 SOUTH ELEVATION
1/4"= 1'-0"
1/A1.10
2 WEST ELEVATION
1/4"= 1'-0"
1/A1.10
Te
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:
9
7
2
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7
6
9
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:
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P
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T
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7
5
0
2
4
Date:
Project Number:
Sheet Number:
Drawn By:
Store:
Re
s
t
a
u
r
a
n
t
S
u
p
p
o
r
t
O
f
f
i
c
e
096519012
11/7/2019
ECZ
Sheet Title:
Revisions:
#Date Description
3609 WADSWORTH
BLVD
WHEAT RIDGE, CO
80033
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE PLAN AND CONDITIONAL USE
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
SCHEDULE OF EXTERIOR FINISHES
KEY MATERIAL Use DESCRIPTION
EXTERIOR METALS
EXTERIOR METALS METAL ROOF
STANDING
SEAM 1IN
STANDING SEAM METAL ROOF
GALVANIZED STEEL SHEET W/
KYNAR FINISH (24 GA.) STANDARD
COLOR.
EXTERIOR METALS METAL BLACK
MATTE
METAL GALVANIZED STEEL SHEET
W/ KYNAR FINISH (24 GA.)
STANDARD COLOR.
EXTERIOR METALS RAW STEEL HOT ROLLED STEEL WITH CLEAR
COAT FINISH
EXTERIOR WALL FINISHES
EXTERIOR WALL
FINISHES
MASONRY
ROMAN
BRICK
MANUFACTURER: BELDEN, MODEL:
ROMAN BRICK STANDARD, COLOR
MEDIUM RANGE IRON SPOT, FINISH:
SMOOTH- MORTAR TO MATCH
LATICRETE HEMP, MORTAR JOINT
PROFILE: WEATHER-STRUCK
(HORIZONTAL JOINTS SLANTED
BACK, VERTICAL JOINTS FLUSH)
EXTERIOR WALL
FINISHES
EXTERIOR
STUCCO
COLOR
7/8" STUCCO, 382 TAMALE, SAND
PEBBLE FINISH ON SELF FURRING
GALV. METAL LATH W/ FRY REGLET
CORNERS, MOLDING & TRIM AS
REQUIRED
EXTERIOR WALL
FINISHES
CAST STONE
LEDGE
MARCSTONE 6443- ARCHITECT'S
GREY
EXTERIOR WALL
FINISHES
EXTERIOR
LIMESTONE
COLOR
7/8" LIMESTONE PLASTER, 456 OYSTER
SHELL, OVER SUBSTRATE. APPLIED PER
MANUFACTURER'S SPECIFICATIONS
AND RECOMMENDATIONS
EXTERIOR WALL
FINISHES
EXTERIOR
STUCCO*
COLOR
7/8" STUCCO, 132 MOUNTAIN FOG,
SAND PEBBLE FINISH ON SELF
FURRING GALV. METAL LATH W/
FRY REGLET CORNERS, MOLDING &
TRIM AS REQUIRED
EXTERIOR WINDOW SYSTEMS
EXTERIOR
WINDOW SYSTEMS
DRIVE THRU
WINDOW
ANODIZED ALUMINUM
STOREFRONT
EXTERIOR
WINDOW SYSTEMS
STOREFRONT ANODIZED ALUMINUM
STOREFRONT 2" SIGHT LINE
KEYED NOTES
1 SIGN, BY OWNER. PROVIDE BLOCKING AS REQ'D (4'-0" x 8'-0" OVAL)
WALL ART, PROVIDED BY OWNER
ROOF SCREEN WITH EQUIPMENT BEYOND
EXTERIOR LIGHTING, RE: ELECTRICAL PLANS
CONTROL JOINT
PREFABRICATED METAL CANOPY PERMITTED SEPARATELY
8" STUCCO OR BRICK BAND AS SHOWN
DOWNTURNED LED CHANNEL AND LIGHTING BY OWNER
PREFINISHED METAL PARAPET CAP
MECHANICAL AND/OR ELECTRICAL EQUIPMENT SHOWN FOR REFERENCE
ONLY - REFER TO ENGINEERING DRAWINGS
PAINTED PIPE BOLLARD W/ SLEEVE
METAL GUTTER AND DOWNSPOUT (BLACK)
PRECAST STONE LEDGER / SILL
PREFABRICATED DRIVE-THRU WINDOW ASSEMBLY (MATTE BLACK)
PROVIDE SMOOTH AND LEVEL SURFACE IN PLASTER FOR METAL PANELS AND
CANOPIES
ROOF SCUPPER AND DOWNSPOUT - OMIT BAND AS INDICATED
EXTERIOR SPEAKERS
NOT USED
BRICK VENEER EXPANSION JOINT
PREFINISHED METAL ROOF AND RAKE TRIM PANELS
SURFACE WALL URN AS SCHEDULED ON A5.30
CAST CONCRETE WALL CAP TO MATCH EWF-3
INTERNALLY ILLUMINATED TRANSLUCENT WHITE PANELS
2
5
6
7
9
12
13
14
15
3
EM-1
EM-2
EM-3
EWF-1
EWF-2
EWF-3
EWF-4
EWF-5
EWS-1
EWS-2
EXTERIOR WALL
FINISHES
MASONRY
ALAMO
BRICK
MANUFACTURER: BORAL, MODEL:
MODULAR, COLOR: ALAMO, FINISH:
SMOOTH - MOTAR:LATICRETE HEMP,
MORTAR JOINT PROFILE: SACK RUB
EWF-6
4
8
10
11
16
17
18
19
20
21
EXTERIOR METALS RECLAIMED
CAR HOODS
STEEL WITH CLEAR COAT FINISH BY
OWNER
EM-4
22
* AT ROOF MECHANICAL SCREEN EIFS SHALL BE USED IN LIEU OF STUCCO.
REFER TO DETAILS.
23
C8.0
ELEVATIONS
REQUIRED
FACADE A (GROUND FLOOR)40% MIN / 187.6 SF MIN.
TRANSPARENCY CALCULATIONS
PROPOSED
FACADE B (GROUND FLOOR)25% MIN / 46.5 SF MIN.
48% / 225 SF.
34% / 62 SF.
FACADE B
CL(1) 5" SQUARE STEEL
TUBING PAINTED
SEMI-GLOSS BLACK
SLIDING
DOORS
2/C9.0
4/C9.0
3/
C
9
.
0
6 1/2"
5'-10"6'-4"
6 1/2"25'-4"
6
1
/
2
"
8'
-
5
"
6"
7/C9.0
9'
-
0
"
(9) 4" SQUARE STEEL
TUBING PAINTED
SEMI-GLOSS BLACK
6'
x
3
'
M
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X
D
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P
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,
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x
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'
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,
T
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6'
x
3
'
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,
T
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6'
x
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6'-4"5'-10"
9'-
6
"
7'
-
8
"
4"
6"
CURB
6"
DRIVEWAY PAVING
CURB
4" SQUARE STEEL TUBING
RAIL FOR SLIDING DOOR(S)
METAL GATE PANEL TO MATCH
DEVELOPMENT (TYP.) 5" SQUARE STEEL TUBING
PAINTED SEMI-GLOSS BLACK
CONCRETE FOOTINGS
SPLIT-FACE CMU WITH INTEGRAL
COLOR
METAL PANELS, PAINT
SEMI-GLOSS BLACK
.
.
PREFINISHED STANDING
SEAM ROOF
1'-6"
6"
MI
N
.
3'-
0
"
3'
-
0
"
FINISH
PAVING
CONCRETE
6" STEEL PIPE, CONCRETE
FILLED W/ BUMPER SLEEVE
EXPANSION JOINT
TOP OF PAVING PER CIVIL
TOP OF DUMPSTER PAD
RE: CIVIL
10"4" SQUARE TUBE STEEL
PAINTED BLACK
REINFORCEMENT RE:
STRUCTURAL
SPLIT-FACE CMU - AT INTERIOR
FACE OF DUMPSTER ENCLOSURE
PAINT BLACK
LADDER TYPE REINFORCEMENT
VERTICAL DOWELS PER STRUCTURAL
DUMPSTER PAD RAISED 6"
FOUNDATION PER STRUCTURAL
PRECAST CONCRETE CAP
6"
9'
-
6
"
7'
-
8
"
4"
6"
6" DRIVEWAY PAVING
CURB
TOP OF DUMPSTER PAD
STEEL TUBING PAINTED
SEMI-GLOSS BLACK CONCRETE FOOTINGS PER
STURCTURAL
PREFINISHED STANDING
SEAM ROOF
4" SQUARE STEEL TUBING
1'
-
6
"
1/4" PER FT.
ROOF SLOPED
SPLIT-FACE CMU WITH INTEGRAL
COLOR
PRECAST CONCRETE CAP
3'
-
0
"
4"
CONCRETE FOOTINGS PER
STURCTURAL
MASONRY VENEER TO MATCH
EXISTING WALL AT CENTER
PRECAST CONCRETE CAP6/
C
9
.
0
EXPANSION JOINT
TOP OF PAVING PER CIVIL
TOP OF SIDEWALK
RE: CIVIL
1'-3"
REINFORCEMENT RE:
STRUCTURAL
BRICK VENEER TO MATCH
EXISTING WALL AT CENTER
LADDER TYPE REINFORCEMENT
VERTICAL DOWELS PER STRUCTURAL
FOUNDATION PER STRUCTURAL
4" PRECAST CONCRETE CAP
VA
R
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3'
-
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"
Te
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:
9
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Date:
Project Number:
Sheet Number:
Drawn By:
Store:
Re
s
t
a
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r
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t
S
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p
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096519012
11/7/2019
ECZ
Sheet Title:
Revisions:
#Date Description
3609 WADSWORTH
BLVD
WHEAT RIDGE, CO
80033
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
FOR REVIEW ONLY
NOT FOR
Kimley-Horn and Associates, Inc.
CONSTRUCTION
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE PLAN AND CONDITIONAL USE
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
C9.0
TRASH ENCLOSURE /
SCREEN WALL DETAILS
3 ENCLOSURE SIDE VIEW
1/4"= 1'-0"5 PIPE BOLLARD
3/4"= 1'-0"
1 DUMPSTER ENCLOSURE
1/4"= 1'-0"
4 MASONRY WALL ENCLOSURE
3/4"= 1'-0"
2 DUMPSTER ENCLOSURE W/ ROOF
1/4"= 1'-0"
7 PARTIAL SCREEN WALL ELEVATION
1/4"= 1'-0"
6 SCREEN WALL SECTION
3/4"= 1'-0"
T R A S H
1.65 1.05 1.29 2.97 6.45 7.10 7.14 5.74 2.44 1.27 1.18
3.60 1.41 1.76 4.61 8.90 9.28 9.37 8.31 3.93 1.65 1.49
5.42 2.07 1.64 4.48 10.71 16.73 16.07 9.78 3.80 1.59 1.88
2.63 1.51 10.23 3.40 1.45 2.04
2.75 1.73 9.80 3.89 1.60 1.81
9.46 6.26 2.46 1.90 4.65 8.85 8.79 8.96 8.31 3.90 1.67 1.52
6.64 4.51 1.84 1.50 2.98 6.18 6.84 6.93 5.56 2.50
2.71 2.54 1.30 1.42 2.00 2.93 2.73 2.92 2.79 1.82
1.24 1.31 1.18 1.43 2.25 3.48 3.24 3.58 3.11 1.85 1.34 1.37
1.69 1.90 1.29 1.58 3.77 7.57 7.75 7.84 6.04 2.52 1.43 1.57
4.42 4.02 1.78 2.01 5.12 9.31 10.28 9.96 8.11 3.62 1.60 1.66
8.40 6.40 2.58 1.83 4.91 11.24 17.57 15.86 9.08 3.32 1.39 1.48
9.50 9.51 3.18 1.75 9.44 3.05 1.24 1.23
10.22 10.42 3.51 2.03 5.14 11.17 15.96 14.67 9.05
8.70 8.63 3.18 2.00 4.87 8.80 8.49 8.72 7.63 3.56
2.34 1.35 2.78 4.49
0.01 0.02 0.02 0.02 0.02 0.03 0.04 0.05 0.06 0.05 0.05 0.05 0.04 0.04 0.05 0.05 0.04 0.04 0.04 0.03 0.03 0.03 0.02 0.02 0.02
0.02
0.03
0.04
0.06
0.08
0.18
0.36
0.49
0.74
1.08
1.07
0.95
1.07
1.64
2.02
1.83
1.27
0.86
0.75
0.61
0.40
0.27
0.24
0.35
0.48
0.33
0.08
0.050.110.240.550.950.800.420.220.170.230.501.000.880.970.930.480.200.100.050.030.020.020.010.01
0.01
0.01
0.02
0.02
0.03
0.03
0.03
0.04
0.04
0.04
0.04
0.05
0.05
0.05
0.05
0.04
0.04
0.04
0.04
0.04
0.04
0.04
0.03
0.03
0.03
0.02
0.02
0.02
7.24 10.65 9.71 9.17 4.98 2.07 0.82 1.47 4.42 7.61 10.13 10.51 7.85 4.53
5.00 9.21 10.77 10.76 6.25 3.26 1.13 0.78 1.97 4.56 8.83 11.07 11.04 9.59 5.27 2.18
3.81 4.95 4.36 0.97 2.12 3.23 3.78 3.90 3.63 2.56 1.13
1.22 1.65 0.65 0.41
0.86 1.09 0.49
1.70 2.76 1.00
3.42 7.48 2.15
6.83 11.46 2.70
15.41 2.45
6.87 6.28
2.86 12.25
2.04 13.14
1.64 9.87
1.93 3.14
2.70 2.17
4.97 3.03
10.36 9.68 10.27 3.80
12.84 16.08 19.27 2.05
6.41 8.55 9.12 1.47
4.17 1.24
2.19 3.21 6.76 8.68 10.84 9.99 6.16 2.61
T e l e :
9 7 2 -7 6 9 -3 1 0 0
F a x :
9 7 2 -7 6 9 -3 1 0 1
6 8 0 0
B i s h o p
R o a d ,
P l a n o ,
T X
7 5 0 2 4
Date:
Project Number:
Sheet Number:
Drawn By:
Store:
R e s t a u r a n t
S u p p o r t
O f f i c e
096519012
07/12/2019
DGM
Sheet Title:
Revisions:
#Date Description
Architect Information:
PH. 303.223.7931
E-MAIL:
mmuha@pmdginc.com
7200 South Alton Way
Suite B-270
Centennial, CO 80112
PHOTOMETRIC
SITE PLAN
PH1.0
RAISING CANE'S AT WHEAT RIDGE CORNERS
SITE DEVELOPMENT PLAN
A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3, RANGE 69 WEST OF THE 6TH P.M.
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
LIGHTING LEGEND
SYMBOL QTY MODEL NUMBER MOUNTING HEIGHT MOUNTING TYPETYPE
CALCULATION SUMMARY
PARKING
CALCULATION SUMMARY
DESIGN CRITERIA FOR
PARKING
5 KAX2-LED-P1-30K-R3-MVOLT-HS 18'POLE MOUNTEDPARKING LIGHTS
ILLUMINANCE (Fc)
MINIMUM = 0.74 UNIFORMITY = 4.63
MAX/MIN = 16.0
NORTH
ILLUMINANCE (Fc)
MAX/MIN = 15 MINIMUM = 0.50
2 KAX2-LED-P1-30K-R4-MVOLT-HS 18'POLE MOUNTEDPARKING LIGHTS
SITE
ILLUMINANCE (Fc)
MINIMUM = 0.41 UNIFORMITY = 13.0
MAX/MIN = 47.0
10
18 H-LCGU-HB-91-CLR/12/LED3/30/BCM-M 16'BUILDING MOUNTED
9 CL-WS-W70612 16'BUILDING MOUNTED
4 SEWS-0S1-L57W-30K-FT-MCS-018-AN08-PSE 12'BUILDING MOUNTED
2 WLMFC43LED 10'BUILDING MOUNTED
4 WP-LED415-30-aBK 10'BUILDING MOUNTED
60 LF LSL-W-18-S-30-C 10'FESTOON
JJ
GG
II
R
X
CC
BUILDING MOUNTED
BUILDING MOUNTED
BUILDING MOUNTED
BUILDING MOUNTED
BUILDING MOUNTED
BUILDING MOUNTED
3609 WADSWORTH BLVD
WHEAT RIDGE, CO 80033
11/7/2019