HomeMy WebLinkAboutCorners at Wheat Ridge - 7 Brew Site Plan - 3583 Wadsworth Blvd9
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THE CORNERS FILING NO. 1
150,629 SQ. FT.
3.4580 ACRES
LOT 3
UTILITY EASEMENT
REC. NO. 2017012080
UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080 N89° 40' 34.64"E
240.00'
N89° 40' 34.64"E
15.00'
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PROPERTY LINE (TYP)
PROPOSED
BUILDING
530 SF
PROPOSED
COOLER
150 SF
1
EXISTING FIRE HYDRANT
PROTECT IN PLACE
EXISTING TRANSFORMERS
LS
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9.0'
18.0'
9.0'
18.0'
13.3'
44.0'
34.3'
19.9'
15.0'
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18.0'
12.6'
16.0'
12.5'
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13.1'
13.6'
12.5'
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8.6'
9.3'
10.5'
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13.7'16.4'
16.7'
24.0'
4.2'
9.3'
3.0'
7.0'
3.0'5.0'
0.7'
26.0'
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EXISTING
SIDEWALK
6.0'
EXISTING SIDEWALK
5.1'
5.0'
PROPOSED
TRANSFORMER
PAD
5.0'
9
9.2'
29
9.0'
SIGHT TRIANGLE
SIGHT TRIANGLE
14
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LEASE LINE BOUNDARY
LEASE LINE BOUNDARY
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - THE CORNERS
SITE PLAN
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SCALE 1" = 10'
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GENERAL NOTES
1.REFER TO SHEET 1, COVER SHEET, FOR THE BENCHMARK AND BASIS OF BEARINGS.
KEY NOTES
PROPOSED 6-INCH VERTICAL CURB WITH 1-FOOT GUTTER.
PROPOSED 6-INCH VERTICAL CURB POURED MONOLITHIC WITH CONCRETE
PAVEMENT.
MATCH EXISTING CURB AND GUTTER.
PROPOSED ASPHALT PAVEMENT.
PROPOSED CONCRETE PAVEMENT.
PROPOSED SAWCUT LIMITS. MATCH EXISTING ASPHALT PAVEMENT.
PROPOSED DETACHED SIDEWALK
PROPOSED ATTACHED SIDEWALK
PROPOSED CONCRETE SIDEWALK WITH BACKSIDE FOOTER
MATCH EXISTING SIDEWALK
PROPOSED ADA PANEL
PROPOSED MODIFIED VERTICAL CURB MIDBLOCK RAMP
PROPOSED TRASH ENCLOSURE
PROPOSED 4-INCH THICK WHITE PARKING STRIPE. LENGTH AND SPACING PER PLAN.
PROPOSED 4-INCH THICK DIAGONAL PAVEMENT MARKING @ 2-FEET O.C.
KEY NOTES
PROPOSED WHITE ACCESSIBLE PARKING SYMBOL
PROPOSED ACCESSIBLE PARKING SIGN
PROPOSED WHITE 1-FOOT WIDE STOP BAR WITH 2-FOOT HEIGHT "STOP" LETTERS
PROPOSED PEDESTRIAN CROSSWALK
PROPOSED DIRECTIONAL ARROWS
PROPOSED 4-INCH THICK DASHED WHITE STRIPES.
PROPOSED SITE LIGHT POLE.
PROPOSED U-SHAPED BIKE RACKS.
PROPOSED CONCRETE STAIRS WITH HANDRAIL AND WINGWALL
PROPOSED "DO NOT ENTER" SIGN AND "EXIT ONLY" SIGN
PROPOSED "ONE WAY" SIGN
PROPOSED "YIELD TO PEDESTRIANS" SIGN
PROPOSED ORDERING BOARD ON COLUMN
PROPOSED 6-INCH VERTICAL CURB WITH 1-FOOT SPILL PAN; MODIFIED
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LEGEND
PROPERTY LINE
EASEMENT BOUNDARY
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER WITH 1-FOOT CATCH PAN
PROPOSED CURB AND GUTTER WITH 1-FOOT SPILL PAN
PROPOSED VERTICAL CURB AND GUTTER
PROPOSED SAWCUT LIMITS
PROPOSED CONCRETE PAVEMENT
PROPOSED LANDSCAPING
PROPOSED SIDEWALK
ADA ACCESSIBLE ROUTE
EXISTING FIRE HYDRANT
EXISTING CENTURY LINK BOX
PROPOSED SITE LIGHTING
PROPOSED SIGN
STORM STRUCTURES
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THE CORNERS FILING NO. 1
150,629 SQ. FT.
3.4580 ACRES
LOT 3
UTILITY EASEMENT
REC. NO. 2017012080
UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
5
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5458
5459
5461
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PROPERTY LINE (TYP)
PROPERTY LINE (TYP)
EXISTING TREE AND SHRUBS TO REMAIN
(CONTRACTOR TO PROTECT ON-SITE)
2 HWM
3 BRJ
1 GSL
2 CCP 1 BRJ
2 MWP
5 BRJ
4 MWP
1 CSO
3 MWP4 LDP
3 BRJ
5 GMS
EXISTING ELECTRICAL
TRANSFORMERS
3 GMC
3 GMC
EX. LS
EX. LS
EX. LS
EX. LS
EX. LS
EX. LS
EX. LS
RM-1
RM-1
RM-1
RM-1
RM-1
RM-2
4 JMP
6 JMP
5
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RM-1
BICYCLE RACK
RE: SHEET 5, DETAIL A
1 BPJ**
3 GMC
4 LDP
EXISTING TREE AND SHRUBS TO REMAIN
(CONTRACTOR TO PROTECT ON-SITE)
RM-1
PROPOSED
BUILDING
FFE=5461.33
530 SF
PROPOSED
COOLER
FFE=5461.25
150 SF
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1 BRJ
15 PDS
9 SSG
RM-2
RM-1
RM-1
GENERAL NOTES
1.REFER TO SHEET 1, COVER SHEET, FOR THE BENCHMARK AND BASIS OF BEARINGS.
2.SHRUBS BEDS ARE TO BE IRRIGATION WITH DRIP IRRIGATION.
3.REFER TO SHEET 5, FOR THE PLANT LIST, LANDSCAPE NOTES AND LANDSCAPE DETAILS.
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - THE CORNERS
SITE PLAN
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SCALE 1" = 10'
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LEGEND
PROPERTY LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
EASEMENT BOUNDARY
LANDSCAPE EDGER
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING FIRE HYDRANT
LIMITS OF CONSTRUCTION
CONCRETE PAVEMENT
SIDEWALK
SIGHT DISTANCE TRIANGLE
SITE LIGHTING
LANDSCAPE AREA REQUIREMENTS
DESCRIPTION AMOUNT
(SF, LF, EA)FORMULA (SF, LF, EA)TREES
REQ.
TREES
EXIST.
TREES
PROV.
SHRUBS
REQ.
SHRUBS
EXIST.
SHRUBS
PROV.
PARKING LOT ISLANDS 6 1 T & 4 SH / ISLAND 6 2 *3 24 14 *20
ON-SITE TREES 3,711 SF 1 T / 1000 SF 4 -4 N/A N/A N/A
ON-SITE SHRUBS 3,711 SF 10 SH / 1000 SF N/A N/A N/A 37 1 37
*REQUEST TO SUBSTITUTE A REQUIRED PARKING ISLAND TREE AT A RATE OF 10 SHRUBS PER TREE DUE TO AN EXISTING LIGHT POLE
CONFLICT.
**DO TO SITE CONSTRAINTS A PARKING ISLAND TREE IS BEING REQUESTED TO BE RELOCATED TO ANOTHER AREA OF THE SITE.
(SEE PLAN FOR REFERENCED TREE)
LANDSCAPE DATA
DESCRIPTION CALCUATION SQUARE FEET
SITE AREA N/A 12,762 SF
REQUIRED LANDSCAPE AREA 12,762 X 20% = 2,552 SF 2,552 SF (20%)
TOTAL PROVIDED LANDSCAPE AREA N/A 3,711 SF (29%)
REQUIRED VEGETATIVE AREA 2,552 X 50% = 1,276 SF 1,276 SF (50%)
PROVIDED VEGETATIVE AREA N/A 1,276 SF (50%)
MAXIMUM SOD/TURF COVERAGE ALLOWED 2,552 X 30% = 766 SF 766 SF (30%)
MAXIMUM SOD/TURF COVERAGE PROVIDED N/A 0 SF (0%)
DECIDUOUS TREE
ORNAMENTAL TREE
DECIDUOUS SHRUBS
EVERGREEN SHRUBS
RM-1 1.5" PLATTE RIVER ROCK MULCH
RM-2 2-4" MOUNTAIN GRANITE ROCK MULCH
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THE CORNERS FILING NO. 1
150,629 SQ. FT.
3.4580 ACRES
LOT 3
UTILITY EASEMENT
REC. NO. 2017012080
UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
464 SF
151 SF
154 SF
89 SF
63 SF
239 SF
20 SF
37 SF
109 SF
166 SF
20 SF
247 SF
80 SF
44 SF
WA
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - THE CORNERS
SITE PLAN
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LEGEND
PROPERTY LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
EASEMENT BOUNDARY
EXISTING FIRE HYDRANT
MODERATE HYDROZONE
LOW HYDROZONE
VERY LOW HYDROZONE
(GRASS/NON-PLANTED MULCHED AREAS)
ANNUAL WATER BUDGET TABLE
HYDROZONE CATEGORY TOTAL SQ. FT/CATEGORY TOTAL GALS/YEAR/CATEGORY
HIGH WATER ZONES 0 SF X 0 GALS/SF =0 GALS/YEAR
MODERATE WATER ZONES 209 SF X 10 GALS/SF =2,090 GALS/YEAR
LOW WATER ZONES 1,674 SF X 3 GALS/SF =5,022 GALS/YEAR
VERY LOW WATER ZONES 1,828 SF X 0 GALS/SF =0 GALS/YEAR
3,711 SF TOTAL ALL ZONES 7,112 GALS/YEAR TOTAL ALL ZONES
1.92 GALS/SF/YEAR AVERAGE
(GALS/YEAR TOTAL ALL ZONES DIVIDED BY SF TOTAL ALL ZONES)
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REMOVE ALL CONTAINMENT MATERIAL FROM THE TRUNK &
SIDES OF ROOTBALL THAT IS NOT 100% HEMP
REMOVE BURLAP & TWINE FROM THE TOP 13 OF ROOTBALL
REMOVE FIBER OR PLASTIC POT AFTER PLACING IN THE PIT
ROOTBALLS THAT ARE BROKEN APART AFTER CONTAINMENT
IS REMOVED ARE DAMAGED AND SHALL BE REJECTED
UNDISTURBED SUBGRADE
SPECIFIED BACKFILL MIXTURE AND FERTILIZER APPLICATION
LIGHTLY COMPACTED
HOLE SHOULD HAVE ROUGHENED SIDES
SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL
PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING
APPLIED SPECIFIED GROUNDCOVER TO REMAIN PERMANENTLY
SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES
SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC
PLACE 3" OF SPECIFIED BACKFILL BELOW THE ROOT BALL
CREATE A 2" DEEP WATER RETENTION BASIN &
APPLY A RING OF SPECIFIED MULCH WHEN NOT IN A BED
SET ROOT CROWN OF UPRIGHT SHRUBS 1" ABOVE TOP OF SOIL.
SET ROOT CROWN OF SPREADING SHRUBS AT TOP OF SOIL
FINISHED GRADE OR TOP OF MULCH 12" BELOW PAVED EDGE
2 X ROOTBALL DIA.
2' - 0" MIN.
SHRUB PLANTINGCNOT TO SCALE
EDGER
SOD ADJACENT TO WALKS AND CURBS
MULCH ADJACENT TO WALKS AND CURBS
FINISHED GRADE OR TOP OF SOD LEVEL WITH PAVED EDGE
SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL
FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED APPROX.
1" BELOW TOP OF PAVED EDGE FOR SOD AND LEVEL FOR SEED
SPECIFIED SOD OR SEED
FINISHED GRADE OR TOP OF SOD LEVEL WITH TOP OF EDGER
SIDEWALK, TOP OF CURB, OR TOP OF SEAT WALL
SPECIFIED MULCH
FINISHED GRADE OR TOP OF MULCH 12" BELOW PAVED EDGE
SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES
SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC
FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED
THE NECESSARY DISTANCE BELOW PAVED EDGE
SPECIFIED SOD OR SEED
FINISHED GRADE OR TOP OF MULCH 12" BELOW TOP OF EDGER
SPECIFIED MULCH
SPECIFIED WEED BARRIER FABRIC UNDER INORGANIC MULCHES
SPECIFIED PREEMERGANT HERBICIDE BELOW FABRIC
SPECIFIED EDGER
FULL DEPTH OF SPECIFIED AMENDED TOPSOIL PLACED THE
NECESSARY DISTANCE BELOW TOP OF EDGER
EDGE TREATMENTDNOT TO SCALE
DECIDUOUS TREE PLANTING B NOT TO SCALE
BRWS-101 BICYCLE RACKANOT TO SCALE
VICTOR STANLEY - BRWS-101 BICYCLE RACK
COLOR: BLACK
MOUNT: SURFACE MOUNT
SEE PLAN FOR QUANITY AND LOCATION
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - THE CORNERS
SITE PLAN
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SCALE 1" = 10'
5 10
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PLANT LIST
Qty.Sym.Scientific/Botanic Name Container/Size Notes Habit Water Usage
DECIDUOUS TREES
1 CSO CRIMSON SPIRE OAK 2" CAL.FULL CROWN, B&B, STAKED 40X15 FEET LOW
Quercus robus x Q.alba 'Crimschmidt'SINGLE TRUNK SPECIMEN QUALITY
1 GSL GREENSPIRE LINDEN 2" CAL.FULL CROWN, B&B, STAKED 35x25 FEET MEDIUM
Tilia cordata 'Greenspire'SINGLE TRUNK SPECIMEN QUALITY
EVERGREEN TREES
1 BPJ BLUE POINT JUNIPER 6'-10' HT.SPACING 6' O.C.12X6 FEET LOW
Juniperus chinensis 'Blue Point'18"-24" HT 5 CANES MIN.
ORNAMENTAL TREES
2 CCP CHANTICLEER PEAR 2" CAL.STRAIGHT TRUNK, B&B 20X10 FEET LOW
Pyrus calleryana 'Chanticleer'SINGLE TRUNK SPECIMEN QUALITY,
STAKED
2 HWM HOTWINGS MAPLE 2" CAL.FULL CROWN, B&B, STAKED 20X20 FEET LOW
Acer tataricum 'Hot wings'SINGLE TRUNK SPECIMEN QUALITY
DECIDUOUS SHRUBS
9 GMC GREEN MOUND CURRANT 5 GAL.SPACING 3' O.C.4X3 FEET LOW
Berberis thunbergii 'Crimson Pygmy'18"-24" HT 5 CANES MIN.
5 GMS GOLDMOUND SPIREA 5 GAL.SPACING 4' O.C.2X3 FEET MEDIUM
Spirea x 'Goldmound'18"-24" HT.5 CANES MIN.
10 JMP JACKMAN POTENTILLA 5 GAL.SPACING 5' O.C.3X4 FEET LOW
Potentilla fruticosa 'Jackmannii'18"-24" HT.5 CANES MIN.
8 LDP LODENSE PRIVET 5 GAL.SPACING 48" O.C.3X4 FEET LOW
Ligustrum vulgare 'Lodense'18"-24" HT.5 CANES MIN.
9 MWP MCKAY'S WHITE POTENTILLA 5 GAL.SPACING 36" O.C.3X3 FEET LOW
Potentilla fruticosa 'Mckay's white'18"-24" HT.5 CANES MIN.
EVERGREEN SHRUBS
16 BRJ BLUE RUG JUNIPER 5 GAL.SPACING 6' O.C.0.5X7 FEET LOW
Juniperus horiziontalis 'Wiltonii'18"-24" SPREAD 5 CANES MIN.
ORNAMENTAL GRASS
15 PDS PRAIRIE DROPSEED 1 GAL.SPACING 24" O.C.3X2 FEET VERY LOW
Sporobolus heterolepis ESTABLISHED
9 SSG SHENANDOAH SWITCHGRASS 1 GAL.SPACING 24" O.C.4X2 FEET VERY LOW
Panicum virgatum 'Shenandoah'ESTABLISHED
EXISTING DECIDUOUS TREES
2 GSL GREENSPIRE LINDEN 2" CAL.FULL CROWN, B&B, STAKED 35x25 FEET MEDIUM
Tilia cordata 'Greenspire'SINGLE TRUNK SPECIMEN QUALITY
EXISTING DECIDUOUS SHRUBS
4 GMS GOLDMOUND SPIREA 5 GAL.SPACING 4' O.C.2X3 FEET MEDIUM
Spirea x 'Goldmound'18"-24" HT.5 CANES MIN.
7 LDP LODENSE PRIVET 5 GAL.SPACING 48" O.C.3X4 FEET LOW
Ligustrum vulgare 'Lodense'18"-24" HT.5 CANES MIN.
EXISTING EVERGREEN SHRUBS
4 BRJ BLUE RUG JUNIPER 5 GAL.SPACING 6' O.C.0.5X7 FEET LOW
Juniperus horiziontalis 'Wiltonii'18"-24" SPREAD 5 CANES MIN.
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LANDSCAPE NOTES
1.THIS LANDSCAPE ARCHITECTURAL SITE PLAN IS TO BE USED IN CONJUNCTION WITH THE CIVIL, IRRIGATION, ARCHITECTURAL,
MECHANICAL AND ELECTRICAL PLANS TO FORM COMPLETE INFORMATION REGARDING THIS SITE.
2.LANDSCAPE CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE STATE AND LOCAL CODES AND SPECIFICATIONS.
3.ALL MATERIAL AND WORKMANSHIP SHALL BE GUARANTEED FOR ONE YEAR, FROM DATE OF FINAL ACCEPTANCE.
4.LANDSCAPE CONTRACTOR SHALL EXAMINE THE SITE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND
NOTIFY THE GENERAL CONTRACTOR IN WRITING OF UNSATISFACTORY CONDITIONS. DO NOT PROCEED UNTIL CONDITIONS
HAVE BEEN CORRECTED.
5.BEFORE COMMENCING WORK, CONTACT APPROPRIATE UTILITY COMPANIES FOR UTILITY LOCATIONS, AND COORDINATE
WITH GENERAL CONTRACTOR IN REGARD TO LOCATION OF PROPOSED UTILITIES, IRRIGATION SLEEVES, CONDUITS, ETC.
6.ALL PLANT MATERIALS SHALL MEET OR EXCEED SIZE IN SCHEDULES.
7.OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO REFUSE PLANT MATERIALS WHICH DO NOT MEET THE QUALITY
REQUIRED FOR THE PROJECT. ALL DECIDUOUS TREES SHALL HAVE FULL, WELL-SHAPED HEADS, ALL EVERGREENS SHALL BE
UNSHEARED AND FULL TO THE GROUND. PLANTING PROCEDURES SHALL CONFORM TO DETAILS.
8.ALL TREE AND SHRUB BED LOCATIONS ARE TO BE STAKED OUT ON SITE FOR APPROVAL BY OWNER'S REPRESENTATIVE PRIOR
TO INSTALLATION.
9.ALL B&B PLANT MATERIAL SHALL HAVE ALL WIRE, TWINE OR OTHER CONTAINMENT MATERIAL, EXCEPT FOR THE BURLAP,
REMOVED FROM THE TRUNK AND ROOT BALL OF THE PLANT PRIOR TO PLANTING.
10.IRRIGATION: ALL LANDSCAPE AREAS TO BE SERVED BY AUTOMATIC IRRIGATION SYSTEM. IRRIGATION SYSTEM SHALL INCLUDE:
A RAIN SENSOR WITH AUTOMATIC SHUT-OFF OF THE SYSTEM DURING PERIODS OF HIGH MOISTURE;A DRIP, SUB-SURFACE,
BUBBLER OR LOW VOLUME IRRIGATION SYSTEM FOR ALL PLANTING STRIPS LESS THAN 8' WIDE AND ALL PLANTING BEDS
INVOLVING TREES, SHRUBS, PERENNIALS AND GROUNDCOVER;AND N IRRIGATION CLOCK WHICH ALLOWS PROGRAMMING
TO MEET THE A DIFFERENTIAL NEEDS OF THE SPECIFIED PLANTING PLAN.
11.DISTRIBUTE IMPORTED TOPSOIL OVER SHRUB BEDS TO A DEPTH OF TEN (10") INCHES. TOPSOIL TO BE NATURAL, FRIABLE,
FERTILE, FINE LOAMY SOIL FREE FROM WEEDS, LITER, GRASS, STONES LARGER THAN 1", ROOTS OR ANY OTHER MATERIAL
WHICH MAY BE HARMFUL TO PLANT GROWTH.
12.SOIL PREPARATION: MIX THE FOLLOWING SOIL AMENDMENTS AND APPLY SHRUB BED AREAS.
A. ASPEN RICH COMPOST -- 4 CUBIC YARDS PER 1,000 S.F.
B. COMMERCIAL FERTILIZER (20-10-5): 10 lbs. PER 1,000 S.F.
C. SUPERPHOSPHATE: 10 lbs. PER 1,000 S.F.
13.BACKFILL FOR TREES AND SHRUBS: SHALL CONSIST OF 1/3 ASPEN RICH COMPOST AND 2/3 SITE SOIL. FERTILIZE WITH
AGRI-FORM TABLETS AT MANUFACTURER'S RECOMMENDED RATES.
14.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR FINISH GRADES IN LANDSCAPE AREAS.
15.LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR TRAFFIC CONTROL AS NECESSARY BY THIS WORK.
16.TEST SOIL IN PROPOSED LANDSCAPE AREAS PREVIOUSLY PAVED OR BUILT ON FOR STERILENT AND REMOVE CONTAMINATED
SOIL. BACKFILL WITH SPECIFIED TOPSOIL.
17.CONTRACTOR SHALL REPAIR ALL DAMAGE DUE TO HIS CONSTRUCTION AND KEEP PROJECT AREAS CLEAN AND ORDERLY
DURING AND UPON COMPLETION OF HIS WORK.
MATERIALS:
18.ROCK MULCH 1: INSTALL 1.5" PLATTE RIVER ROCK MULCH PER BEDROCK LANDSCAPING MATERIALS, 5401 W 52ND AVE,
DENVER CO, (303) 432-7222, INSTALL AT 3 INCHES IN ALL SHRUB BEDS OVER LANDSCAPE WEED BARRIER FABRIC PER
BEDROCK LANDSCAPING MATERIALS, DENVER CO, (303) 432-7222, OR APPROVED EQUAL, AFTER APPLYING PRE-EMERGENT
HERBICIDE.
19.ROCK MULCH 2: INSTALL 2-4" MOUNTAIN GRANITE ROCK MULCH PER BEDROCK LANDSCAPING MATERIALS, 5401 W 52ND
AVE, DENVER CO, (303) 432-7222, INSTALL AT 3 INCHES IN ALL SHRUB BEDS OVER LANDSCAPE WEED BARRIER FABRIC PER
BEDROCK LANDSCAPING MATERIALS, DENVER CO, (303) 432-7222, OR APPROVED EQUAL, AFTER APPLYING PRE-EMERGENT
HERBICIDE.
20.LANDSCAPE EDGING: INSTALL ROLLTOP EDGING 10′- 14 GAUGE W/ STAKES PER BEDROCK LANDSCAPING MATERIALS, 5401 W
52ND AVE, DENVER CO, (303) 432-7222.
MAIN LVL FF100' - 0"
1
A3.0
ATTIC FLOOR109' - 3 5/8"
B.O. CANOPY109' - 3"
T.O. ROOF119' - 3 7/16"
X X X
3'
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EQ 4' - 9"EQ
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18
19
2020
22
MAIN LVL FF100' - 0"
13
15
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5'
-
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"
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14
21
3/8" = 1'-0"1 EXTERIOR ELEVATION - SOUTH
veritasarchitecture + design
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3/8" = 1'-0"2 COOLER ELEVATION - SOUTH
EXTERIOR ELEVATION KEYNOTES
MARK DESCRIPTION
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; REF
STRUCTURAL
2 SURFACE-MOUNTED LED NEON FLEX LIGHTING AS INDICATED
(SHOWN DASHED), TYP; REF ELECTRICAL
3 MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN
4 CANOPY HEATER
5 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
6 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF
ELECTRICAL
7 FROST-PROOF FLUSH HOSE BIB
8 EXTERIOR WEATHER-PROOF OUTLET; REF ELECTRICAL
9 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR; W/ BRK-2 SCREENING
PANELS
10 KNOX BOX
12 OUTLINE OF MECHANICAL UNIT BEYOND
13 PREFABRICATED COOLER BY NATIONAL MODULAR
MANUFACTURING; COORD LOCATION & SPECS WITH CIVIL & STRUCT
14 COOLER LOCK & CONTROLS
15 36" COOLER DOOR
16 SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER;
CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING
FACILITY
17 SURFACE-MOUNTED LIGHTED SIGN BOX
18 ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN
CONTRACTOR
19 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE
SIDE TAPE
20 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR
21 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO
SUB-GRADE STORMWATER COLLECTION SYSTEM; REF CIVIL
22 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO
STORMWATER MANAGEMENT SYSTEM; REF CIVIL
23 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; SCUPPER BASE OF DOWNSPOUT TO GRADE; REF CIVIL
24 PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL
25 DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER
CONNECTION; REF CIVIL
26 THROUGH-WALL ROOF SCUPPER; TYP
EXTERIOR ELEVATION MATERIALS LEGEND
MARK DESCRIPTION
A ARCHITECTURAL CEMENT BOARD SIDING (BRK-2)
B ARCHITECTURAL CEMENT BOARD SIDING (BRK-1)
C BRAKE METAL FASCIA (MP-2)
D SOFFIT PANELS (MP-2)
E STANDING SEAM ROOF PANELS (MP-2)
F METAL BRAKE CAP (MP-3)
G SPANDREL GLASS IN STOREFRONT FRAMES
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1
A3.0
ATTIC FLOOR109' - 3 5/8"
B.O. CANOPY109' - 3"
T.O. PARAPET
111' - 0 1/2"
T.O. ROOF119' - 3 7/16"
2' - 8"1' - 6"1' - 9"1' - 10"3' - 4"4' - 2"
6'
-
2
"
10
"
5'
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A
C
C C
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3
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12
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1
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10
3 4
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25
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MAIN LVL FF100' - 0"
ATTIC FLOOR109' - 3 5/8"
B.O. CANOPY109' - 3"
T.O. PARAPET111' - 0 1/2"
T.O. ROOF
119' - 3 7/16"
13
12
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F
26
21
A
C
C C
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G G
EXTERIOR ELEVATION MATERIALS SUMMARY
NORTH COOLER ELEVATION - 100 SF TOTAL MAIN LEVEL FACADE AREA (100%)
MATERIAL MAX % / SF PROPOSED % / SF
GLASS MIN 25 % / 25 SF PROPOSED 25 % / 25 SF
BRICK MIN 60 % / 60 SF PROPOSED 72 % / 72 SF
MTL. TRIM MAX 40 % / 40 SF PROPOSED 3 % / 3 SF
veritasarchitecture + design
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3/8" = 1'-0"1 EXTERIOR ELEVATION - NORTH
3/8" = 1'-0"2 EXTERIOR ELEVATION - NORTH W/ COOLER
EXTERIOR ELEVATION KEYNOTES
MARK DESCRIPTION
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; REF
STRUCTURAL
2 SURFACE-MOUNTED LED NEON FLEX LIGHTING AS INDICATED
(SHOWN DASHED), TYP; REF ELECTRICAL
3 MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN
4 CANOPY HEATER
5 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
6 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF
ELECTRICAL
7 FROST-PROOF FLUSH HOSE BIB
8 EXTERIOR WEATHER-PROOF OUTLET; REF ELECTRICAL
9 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR; W/ BRK-2 SCREENING
PANELS
10 KNOX BOX
12 OUTLINE OF MECHANICAL UNIT BEYOND
13 PREFABRICATED COOLER BY NATIONAL MODULAR
MANUFACTURING; COORD LOCATION & SPECS WITH CIVIL & STRUCT
14 COOLER LOCK & CONTROLS
15 36" COOLER DOOR
16 SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER;
CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING
FACILITY
17 SURFACE-MOUNTED LIGHTED SIGN BOX
18 ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN
CONTRACTOR
19 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE
SIDE TAPE
20 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR
21 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO
SUB-GRADE STORMWATER COLLECTION SYSTEM; REF CIVIL
22 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO
STORMWATER MANAGEMENT SYSTEM; REF CIVIL
23 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; SCUPPER BASE OF DOWNSPOUT TO GRADE; REF CIVIL
24 PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL
25 DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER
CONNECTION; REF CIVIL
26 THROUGH-WALL ROOF SCUPPER; TYP
EXTERIOR ELEVATION MATERIALS LEGEND
MARK DESCRIPTION
A ARCHITECTURAL CEMENT BOARD SIDING (BRK-2)
B ARCHITECTURAL CEMENT BOARD SIDING (BRK-1)
C BRAKE METAL FASCIA (MP-2)
D SOFFIT PANELS (MP-2)
E STANDING SEAM ROOF PANELS (MP-2)
F METAL BRAKE CAP (MP-3)
G SPANDREL GLASS IN STOREFRONT FRAMES
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5
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MAIN LVL FF100' - 0"MAIN LVL FF100' - 0"
ATTIC FLOOR109' - 3 5/8"
1
A3.1
B.O. CANOPY109' - 3"
T.O. PARAPET111' - 0 1/2"
T.O. ROOF119' - 3 7/16"
A
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2
11
A
B
3
F
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3
4'
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0
1
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2
"
3'
-
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"
16 16
2' - 7 1/2"
9
12F 12
4
B
13
F
12
8
A
25
18
19
20
222224
2' - 7 1/2"
19
3/8" = 1'-0"1 EXTERIOR ELEVATION - WEST
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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EXTERIOR ELEVATION KEYNOTES
MARK DESCRIPTION
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; REF
STRUCTURAL
2 SURFACE-MOUNTED LED NEON FLEX LIGHTING AS INDICATED
(SHOWN DASHED), TYP; REF ELECTRICAL
3 MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN
4 CANOPY HEATER
5 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
6 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF
ELECTRICAL
7 FROST-PROOF FLUSH HOSE BIB
8 EXTERIOR WEATHER-PROOF OUTLET; REF ELECTRICAL
9 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR; W/ BRK-2 SCREENING
PANELS
10 KNOX BOX
12 OUTLINE OF MECHANICAL UNIT BEYOND
13 PREFABRICATED COOLER BY NATIONAL MODULAR
MANUFACTURING; COORD LOCATION & SPECS WITH CIVIL & STRUCT
14 COOLER LOCK & CONTROLS
15 36" COOLER DOOR
16 SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER;
CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING
FACILITY
17 SURFACE-MOUNTED LIGHTED SIGN BOX
18 ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN
CONTRACTOR
19 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE
SIDE TAPE
20 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR
21 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO
SUB-GRADE STORMWATER COLLECTION SYSTEM; REF CIVIL
22 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO
STORMWATER MANAGEMENT SYSTEM; REF CIVIL
23 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; SCUPPER BASE OF DOWNSPOUT TO GRADE; REF CIVIL
24 PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL
25 DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER
CONNECTION; REF CIVIL
26 THROUGH-WALL ROOF SCUPPER; TYP
EXTERIOR ELEVATION MATERIALS LEGEND
MARK DESCRIPTION
A ARCHITECTURAL CEMENT BOARD SIDING (BRK-2)
B ARCHITECTURAL CEMENT BOARD SIDING (BRK-1)
C BRAKE METAL FASCIA (MP-2)
D SOFFIT PANELS (MP-2)
E STANDING SEAM ROOF PANELS (MP-2)
F METAL BRAKE CAP (MP-3)
G SPANDREL GLASS IN STOREFRONT FRAMES
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MAIN LVL FF
100' - 0"
MAIN LVL FF
100' - 0"
ATTIC FLOOR
109' - 3 5/8"
1
A3.1
B.O. CANOPY
109' - 3"
T.O. PARAPET
111' - 0 1/2"
T.O. ROOF
119' - 3 7/16"
B
B
A
A
C
F
2
2
1
8
1
F
B
3"
7
3
4'
-
1
0
1
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2
"
3'
-
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"
9
2' - 7 1/2"
12
25
18
20
13
12
F
A
B
F
17 G
EQ EQ
G G G
EXTERIOR ELEVATION MATERIALS SUMMARY
EAST ELEVATION - 250 SF TOTAL MAIN LEVEL FACADE AREA 3FT-8FT(100%)
MATERIAL MAX % / SF PROPOSED % / SF
GLASS MIN 40 %(20% TRANS.) / 100 SF PROPOSED 40%(18% TRANS)/ 101 SF
BRICK MIN 60 % / 250 SF PROPOSED 60% / 238 SF
MTL. TRIM MAX 40 % / 100 SF PROPOSED 1% / 2.5 SF
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TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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3/8" = 1'-0"1 EXTERIOR ELEVATION - EAST
EXTERIOR ELEVATION KEYNOTES
MARK DESCRIPTION
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; REF
STRUCTURAL
2 SURFACE-MOUNTED LED NEON FLEX LIGHTING AS INDICATED
(SHOWN DASHED), TYP; REF ELECTRICAL
3 MOUNTED SPEAKER SYSTEM; REF SYSTEMS PLAN
4 CANOPY HEATER
5 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
6 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING; REF
ELECTRICAL
7 FROST-PROOF FLUSH HOSE BIB
8 EXTERIOR WEATHER-PROOF OUTLET; REF ELECTRICAL
9 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR; W/ BRK-2 SCREENING
PANELS
10 KNOX BOX
12 OUTLINE OF MECHANICAL UNIT BEYOND
13 PREFABRICATED COOLER BY NATIONAL MODULAR
MANUFACTURING; COORD LOCATION & SPECS WITH CIVIL & STRUCT
14 COOLER LOCK & CONTROLS
15 36" COOLER DOOR
16 SAMSUNG DIGITAL DISPLAYS; INSTALLED IN FIELD BY IT PROVIDER;
CHASE FOR DATA CABLE INSTALLED AT BUILDING MANUFACTURING
FACILITY
17 SURFACE-MOUNTED LIGHTED SIGN BOX
18 ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY SIGN
CONTRACTOR
19 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH DOUBLE
SIDE TAPE
20 ILLUMINATED STOREFRONT SIGNAGE BY SIGN CONTRACTOR
21 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED; CONNECT TO
SUB-GRADE STORMWATER COLLECTION SYSTEM; REF CIVIL
22 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; CONNECT BASE OF CANOPY COLUMN DOWNSPOUT TO
STORMWATER MANAGEMENT SYSTEM; REF CIVIL
23 PAINTED STRUCTURAL CANOPY COLUMN; RAINWATER DOWNSPOUT
WITHIN; SCUPPER BASE OF DOWNSPOUT TO GRADE; REF CIVIL
24 PAINTED STRUCTURAL CANOPY COLUMN; REF CIVIL
25 DOWNSPOUT OUTLET; CONNECT TO SUBGRADE STORMWATER
CONNECTION; REF CIVIL
26 THROUGH-WALL ROOF SCUPPER; TYP
EXTERIOR ELEVATION MATERIALS LEGEND
MARK DESCRIPTION
A ARCHITECTURAL CEMENT BOARD SIDING (BRK-2)
B ARCHITECTURAL CEMENT BOARD SIDING (BRK-1)
C BRAKE METAL FASCIA (MP-2)
D SOFFIT PANELS (MP-2)
E STANDING SEAM ROOF PANELS (MP-2)
F METAL BRAKE CAP (MP-3)
G SPANDREL GLASS IN STOREFRONT FRAMES
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GENERAL NOTES:
a.
b.
c.
SITE WORK AND PREPARATION TO BE PREFORMED BY SITE
CONTRACTOR. COORDINATE SCOPE OF WORK WITH PREFABRICATOR.
COMPLETE NICHIHA SYSTEM AND ACCESSORIES INCLUDING MATCHING
MANUF. FABRICATED CORNERS, FLASHINGS AND TRIMS. INSTALL PER
MANUF. INSTALLATION INSTRUCTIONS.
STRUCTURE DASHED BEYOND FOR REFERENCE.
A5.22
A5
.
2
3
A5.24
A5
.
2
5
6
A5.2
A5.2
7
18' - 0"
20
'
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10" CONCRETE SLAB W/
#4 BARS @ 10" O.C.
EACH WAY, OVER 4"
GRAVEL BASE, OVER
UNDISTURBED EARTH
FREE-STANDING
BOLLARD (6) TYP;
REF CIVIL FOR
BOLLARD DESIGN &
FOUNDATION
10"16' - 4"10"
10
"
13
'
-
9
"
5'
-
5
"
TY
P
20
1
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4
"
11' - 2"
12
'
-
0
"
1'
-
1
"
7'
-
3
"
14' - 9"
1/
8
"
/
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'
-
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W/
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2' - 10"2' - 10"
2'
-
1
0
"
HATCHED AREA OF
CONC PAD NOT
SLOPED
12' - 11 1/2"3' - 4 1/2"
D
7'
-
2
"
C
EE
B
C
B
6
A5.2D
7'
-
2
"
C
A
B
D
7'
-
2
"
A F
D
7'
-
2
"
C
A
B
HOLLOW STEEL
STRUCTURE - 6X2X1/8
R-PANEL
EXTERIOR FINISH
MATERIAL
NICHIHA ATTACHMENT
SYSTEM
ZIP BOARD
COPING CAP
NM-D-T-421
ZIP BOARD
NICHIHA
ATTACHMENT
SYSTEM
EXTERIOR
FINISH MATERIAL
R-PANEL
REVEAL TRIM
NM-D-T-424
NICHIHA J-TRIM
REVEAL TRIM
NM-D-T-424
HOLLOW STRUCTURE
STEEL POST - 6X6X1/8
HOLLOW STRUCTURE
STEEL MEMBER -
6X2X1/8
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A PORTION OF THE NORTHWEST QUARTER OF SECTION 26,TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
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DUMPSTER ELEVATION KEYNOTES
NOTE NO.NOTE TEXT
A NICHIHA FIBER CEMENT SIDING - MIDNIGHT
MODERN BRICK
B PAINT ALL EXPOSED STEEL AND
BOLLARDS WITH PT-10- SHERWIN
WILLIAMS SW-9177 "SALTY DOG"
C PAINT HINGES AND TERMINATION
COPINGS PT-11- SHERWIN WILLIAMS
SW-6258 " TRICORN BLACK"
D BERRIDGE ZINC GREY COPING
E 1X6 VERTICAL CLEAR SEALED CEDAR
PLANK GATE DOOR CLADDING
F PEDESTRIAN ENTRANCE
3/8" = 1'-0"1 DUMPSTER FLOOR PLAN
3/8" = 1'-0"2 DUMPSTER ELEVATION - FRONT
3/8" = 1'-0"3 DUMPSTER ELEVATION - LEFT
3/8" = 1'-0"4 DUMPSTER ELEVATION - BACK
3/8" = 1'-0"5 DUMPSTER ELEVATION - RIGHT
3" = 1'-0"6 TOP COPING DETAIL
3" = 1'-0"7 CORNER DETAIL
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11
2 4 320816SCALE: 1/16" = 1'-0"
ELECTRICAL SITE PLAN - PHOTOMETRICA
NORTH
NOT TO SCALE
POLE BASE DETAIL
RIGID STEEL CONDUIT
FINISH GRADE
24''
18''
30''
FIXTURES "SA"
18"
CONC.
REMAINDER AT 12'' ON CENTER
3 @ 3'' ON CENTER AT TOP
9 - #6 RE-BAR W/ # 3 TIES
WITH NUTS AND WASHERS
4 - 3/4'' X 36'' ANCHOR BOLTS
WITH POLE MFGR.
VERIFY BOLT PATTERN
15' POLE & BASE PLATE
PVC CONDUIT AS
NOTED ON DWGS.
C
CALCULATION SUMMARY
LABEL UNITS AVG.MAX.MIN.
DRIVE FC 2.5 6.3 0.0
MAX AT PROPERTY LINE
NA
TOTAL NUMBER OF POINTS = 648
POINT SPACING LEFT-TO-RIGHT = 8 ft
POINT SPACING TOP-TO-BOTTOM = 8 ft
---------------------------------
JUNO INCLUDED RECESS / CANOPYEXTERIOR CANOPY LIGHT 6RLD G4 10LM 27K 90CRI 120 FRPC WWH M6-LED-IC-AT
"SB"
THE EXISTING POLE LIGHTING PHOTOMETRICS ARE NOT CALCULATED.
FIXTURE SA
FIXTURE SA
NOTESCODETYPE
LAMPCAT No.MFGR.
LIGHTING FIXTURE SCHEDULE
MOUNTINGSYMDESCRIPTION
NOTES:
1.FOUR HEAD FIXTURE MOUNTED ON A 15' SQUARE STRAIGHT STEEL POLE, POLE EQUAL TO McGRAW EDISON # SSS4A15SFA1. SEE BASE DETAIL.
SA McGRAW EDISON TLM-E04-LED-E1-SL4-BZ-MA1013-XX 12,145 lm (97.2W)ON 15' POLEFOUR HEAD POLE LIGHT LED 1
T
ACCESS & UTILITY EASEMENT
REC. NO. 2017012080
UTILITY EASEMENT
REC. NO. 2017012080
LOT 3
3.4580 ACRES
150,629 SQ. FT.
THE CORNERS FILING NO. 1
WA
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0.4
0.5
0.6
0.6
0.6
0.5
0.5
0.6
0.6
0.6
0.5
0.8
1.2
1.4
1.5
1.6
1.5
1.5
1.6
1.5
1.4
1.2
1.2
2.1
2.6
2.7
2.9
2.6
2.6
2.9
2.7
2.6
2.0
1.4
2.6
3.5
3.4
3.5
3.1
3.1
3.5
3.4
3.5
2.5
1.5
2.7
3.4
2.7
3.4
4.3
4.3
3.4
2.8
3.4
2.7
1.6
2.9
3.5
3.4
5.3
6.3
6.3
5.2
3.4
3.5
2.9
1.5
2.6
3.1
4.3
6.3
5.9
6.1
6.3
4.2
3.1
2.6
1.5
2.6
3.1
4.3
6.3
6.0
6.1
6.3
4.2
3.2
2.6
1.6
2.9
3.5
3.4
5.3
6.3
6.3
5.2
3.4
3.5
2.9
1.5
2.7
3.4
2.7
3.4
4.2
4.2
3.4
2.8
3.4
2.7
1.4
2.6
3.5
3.4
3.5
3.1
3.2
3.5
3.4
3.4
2.5
1.2
2.0
2.6
2.7
2.9
2.6
2.6
2.9
2.7
2.6
2.0
0.8
1.2
1.4
1.5
1.6
1.4
1.5
1.6
1.5
1.4
1.1
0.4
0.5
0.5
0.6
0.6
0.6
0.5
0.2
0.0
0.2
0.2
0.2
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.0
0.0
0.1
SB LED
SA
EXISTING POLE
LIGHT TO REMAIN
NEW FIXTURE
TYPE "SA"
SCALE: 1/8" = 1'-0"
CANOPY PLAN - PHOTOMETRICB
2 4 8 160
30.7
33.1
34.4
35.1
34.3
31.0
26.8
8.4
12.1
16.1
19.3
21.1
21.5
20.3
17.6
13.9
10.1
14.7
19.6
23.5
25.7
26.1
24.6
21.4
16.8
11.4
16.6
22.1
26.5
29.0
29.5
27.8
24.2
19.0
12.2
17.8
23.7
28.4
31.2
31.7
29.9
26.0
20.4
12.8
18.6
24.7
29.6
32.4
32.9
31.0
27.0
21.3
13.1
19.0
25.2
30.2
33.1
33.6
31.7
27.6
21.8
13.2
19.1
25.4
30.4
33.3
33.8
31.9
27.8
22.0
13.1
19.0
25.3
30.2
33.2
33.8
31.9
27.8
22.0
12.8
18.7
24.8
29.7
32.6
33.2
31.5
27.5
21.7
12.3
18.0
23.9
28.7
31.7
32.1
30.5
26.6
21.0
11.4
16.7
22.3
26.9
29.7
30.4
29.2
24.9
19.5
10.2
14.9
19.8
23.9
26.3
27.1
26.1
23.5
20.0
11.0
9.5
9.7
9.8
9.8
9.7
9.5
15.3
8.5
12.3
16.4
19.6
21.6
22.1
21.2
19.3
16.8
14.3
10.9
10.5
10.4
10.5
10.6
12.7
15.2
6.5
12.7
15.2
16.6
16.8
15.7
13.6
0.0
11.3
15.0
18.0
19.7
19.9
18.7
16.1
12.4
11.8
15.6
18.7
20.5
20.8
19.5
16.8
12.9
10.9
14.3
17.2
18.8
19.1
17.9
15.4
11.9
8.7
11.6
13.9
15.2
15.4
14.4
12.5
9.7
CALCULATION SUMMARY
LABEL UNITS AVG.MAX.MIN.
POINT SPACING LEFT-TO-RIGHT = 2 ft
POINT SPACING TOP-TO-BOTTOM = 2 ft
MAIN CANOPY FC 19.7 33.0 4.2
BACK CANOPY FC 14.8 20.8 8.7
CANOPY LIGHT
FIXTURE TYPE SB,
(TYPICAL OF 26)