HomeMy WebLinkAbout7 Brew - 5002 Kipling Street - Site PlanSTOP
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LOT 2,
KIPLING 5000 PLAZA SUBDIVISION
OWNER: RSTB LIMITED PARTNERSHIP
LOT 1,
KIPLING 5000 BUSINESS PARK FILING NO. 2
OWNER: CONSTRUCTION INDUSTRY
TRAINING COUNCIL OF COLORADO, INC
PROPERTY LINE
1
18.0'
9.0'
21.0'
8.0'
12.5'
12.5'
11.5'
11.5'
1
25.0'
12.0'
8.0'
5.0'
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28.0'
21.6'3.5'
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16.0'
10
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PROPOSED TRANSFORMER
EXISTING
TRANSMISSION
TOWER
2
2
EXISTING TRAFFIC LIGHT
4.0'
19.0'
5.0'
39.0' BUILDING
SETBACK
EXISTING
TELEPHONE BOXEXISTING FIBER
BOXES
EXISTING TRAFFIC
SIGNAL BOX
EXISTING YIELD SIGN
BUILDING
OVERHANG
27.0'
PROPOSED
PROPERTY LINE
7.0'
RIGHT OF WAY
DEDICATION
PROPERTY LINE
20
PROPOSED
BUILDING
530 SF
EXISTING
AIR RELEASE VALVE
R43.0'
R18.0'
R35.0'
R12.0'
24.0'
8.0'
EXISTING
IRRIGATION MANHOLE
EXISTING SANITARY CLEANOUT
2.0'
2.0'5.0' SETBACK
5.0' SETBACK
30.0'
SETBACK
50.0' SETBACK
15' UTILITY EASEMENT
REC. NO. 75746502
16' UTILITY EASEMENT
REC. NO. 75746502
INGRESS AND
EGRESS EASEMENT
REC.NO. 74116009
15' UTILITY EASEMENT
REC. NO. 74671277
ARVADA ROW REC. NO. 86156178/
LEGAL DESCRIPTION EXCEPTION
15' UTILITY EASEMENT
REC. NO. 75746502
EXISTING WATER METER
8.0'
24
2
22
PROPOSED 10.0'
DRAINAGE ESMT.
IRRIGATION
ESMT. REC. NO.
2024048953
16
6
3
4
5
21
PARCEL 1
LOT 1
PARCEL 2
UNPLATTED6
8.0'
70.0'
57.0'
22.0'
25
6.0'
7.0'
EXISTING
PROPERTY LINE
5.0'
26
18
18
S89° 32' 55"W 54.05'
S51° 35' 01"E 45.17'
S73° 58' 17"W 38.22'
S00° 12' 27"E 65.62'
S00° 12' 27"E 125.00'
N89° 47' 33"E 135.10'
S00° 14' 04"E 169.97'
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S71° 01' 03"E 9.43'
LS
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LS
LS
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LS
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18
30
30
SIGHT DISTANCE TRIANGLE
ROAD SPEED: 45 MPH
OFFSET: 15 FEET
LAG LENGTH: 360 LF
31
18
5
5
8.0'
8.0'
PROPOSED
BUILDING
150 SF
5
8.0'
23
6
5.0'
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GENERAL NOTES
1.REFER TO SHEET 1, COVER SHEET, FOR THE BENCHMARK AND BASIS OF BEARINGS.
2.BEARINGS AND DISTANCES SHOWN ARE FOR THE PROPOSED PROPERTY LINES AFTER
RIGHT-OF-WAY DEDICATION.
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SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
KEY NOTES
PROPOSED 6-INCH VERTICAL CURB WITH PAN.
MATCH EXISTING CURB AND GUTTER.
PROPOSED ASPHALT PAVEMENT.
MATCH EXISTING ASPHALT PAVEMENT, SAWCUT.
PROPOSED CONCRETE PAVEMENT WITH MONOLITHIC CURB.
PROPOSED CONCRETE SIDEWALK, WIDTH PER PLAN.
MATCH EXISTING SIDEWALK.
PROPOSED ADA RAMP.
PROPOSED TRASH ENCLOSURE WITH 6-FT BRICK WALLS. RE: SHEET 7
PROPOSED 4-INCH THICK WHITE PARKING STRIPE. LENGTH AND SPACING PER PLAN.
PROPOSED 4-INCH THICK DIAGONAL PAVEMENT MARKING @ 2-FEET O.C.
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, PER STRIPING PLANS, CIVIL DRAWINGS.
PROPOSED DIRECTIONAL ARROWS.
PROPOSED 30-INCH BRICK SCREEN WALL.
PROPOSED PEDESTRIAN LIGHT POLE.
PROPOSED SITE LIGHT POLE. RE: PHOTOMETRIC PLAN, SHEET 8.
PROPOSED U-SHAPED BIKE RACKS. RE: LANDSCAPE DETAILS, SHEET 4
PROTECT EXISTING RETAIL SIGNAGE.
PROPOSED PEDESTRIAN RAILING.
PROPOSED DETACHED SIDEWALK.
PROPOSED 8-FOOT CROSS PAN.
PROPOSED PAVEMENT MARKING.
CENTURY LINK JUNCTION BOX TO BE REMOVED.
PROPOSED STORM SEWER MANHOLE.
PROPOSED STORM SEWER INLET.
PROPOSED ROOF DRAIN CONNECTION TO PROPOSED STORM SEWER INFRASTRUCTURE.
PROPOSED STOP SIGN.
PROPOSED DO NOT ENTER SIGN.
1
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LEGEND
PROPERTY LINE
EXISTING CURB AND GUTTER TO REMAIN
PROPOSED CURB AND GUTTER
PROPOSED VERTICAL CURB
PROPOSED ASPHALT EDGE
PROPOSED CONCRETE PAVEMENT
PROPOSED LANDSCAPE AREA
PROPOSED SIDEWALK
PROPOSED SAWCUT LIMITS
HANDICAP PARKING STALL
EASEMENT BOUNDARY
SIGHT DISTANCE TRIANGLE
ADA ACCESSIBLE ROUTE
PARKING COUNT PER ROW
PROPOSED SIGN
PROPOSED SITE LIGHTING
STORM STRUCTURES
EXISTING FIRE HYDRANT
1
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WEST 50
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LOT 2,
KIPLING 5000 PLAZA SUBDIVISION
OWNER: RSTB LIMITED PARTNERSHIP
LOT 1,
KIPLING 5000 BUSINESS PARK FILING NO. 2
OWNER: CONSTRUCTION INDUSTRY
TRAINING COUNCIL OF COLORADO, INC
4 LLL
4 CSO
2 TCH
3 TCH
4 CHP
1 SKH
3 LDP
9 MAP
2 LDP
3 LDP
3 MAP
4 AFD
3 LDP
3 BOJ
3 FNB
4 DKL
2 FLB
2 KFG
3 BOJ
2 FLB
11 JWS2 BLB4 MAP
3 MAP
1 GMC
7 BLB
4 AFD5 KFG
7 GMC
9 BLB
3 FNB
4 BOJ
4 DKL
2 DKL
5 KFG
5 KFG
5 LDP
536
1
536
2
5
3
6
1
5362
53
6
2
5362
53
6
3
5
3
6
4
5
3
6
5
5364
5363
5364
5362
5
3
6
3
53
6
3
53
6
4
53
6
1
536
2
5363
5364
53
6
0
53
6
1
53
6
2
536
3
53
6
4
53
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2
5
3
6
2
53
6
2
53
6
3
5
3
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1
5
3
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2
5362
5363
4 KFG
EXISTING TRANSMISSION TOWER
253 SF OF
LANDSCAPE
394 SF OF
LANDSCAPE
136 SF OF
LANDSCAPE
1,038 SF OF
LANDSCAPE
EXISTING TRAFFIC LIGHT
SIGHT TRIANGLE
NON-LIVING MATERIAL (1,412 SF)
4,606 SF OF LANDSCAPE
COMMERCIAL SIGNAGE
RE: ARCH
1
2
2
2
PROPERTY LINE
EXISTING YIELD SIGN
EXISTING TRAFFIC
SIGNAL BOXES
1,039 SF OF
LANDSCAPE
EXISTING TREE #2
TO BE REMOVED
EXISTING TREE #1
TO BE REMOVED
680 SF OF
LANDSCAPE
INGRESS AND
EGRESS EASEMENT
REC.NO. 74116009
PROPOSED
BUILDING
680 SF
7.0'
RIGHT OF WAY
DEDICATION
1
5
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0
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15.0'
5.0' SETBACK
15' UTILITY EASEMENT
REC. NO. 75746502
15' UTILITY EASEMENT
REC. NO. 74671277
15' UTILITY EASEMENT
REC. NO. 75746502
16' UTILITY EASEMENT
REC. NO. 75746502
SIGHT DISTANCE TRIANGLE
ROAD SPEED: 45 MPH
OFFSET: 15 FEET
LAG LENGTH: 360 LF
ARVADA ROW REC. NO. 86156178/
LEGAL DESCRIPTION EXCEPTION
PROPOSED 10.0'
DRAINAGE ESMT.
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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.SOD AND SEED AREAS ARE TO BE IRRIGATION BY SPRAY IRRIGATION.
4.REFER TO SHEET 4, FOR THE PLANT LIST, LANDSCAPE NOTES AND LANDSCAPE DETAILS.
5.ALL STREET TREE CANOPIES SHALL BE LIMBED UP TO MAINTAIN A 8' VISIBLE CLEARANCE
WITHIN THE SIGHT DISTANCE TRIANGLE.
TREE AND SHRUB REQUIREMENTS
DESCRIPTION AMOUNT
(SF, LF, EA)FORMULA (SF, LF, EA)TREES
REQ.
TREES
PROV.
SHRUBS
REQ.
SHRUBS
PROV.
STREET FRONTAGE 350 LF 1 T/30 LF 12 *10 N/A N/A
PARKING LOT ISLANDS 1 1 T & 4 SH / ISLAND 1 **0 4 4
SITE INTERIOR TREES 5,738 SF 1 T / 1000 SF 6 7 N/A N/A
SITE INTERIOR SHRUBS 5,738 SF 10 SH / 1000 SF N/A N/A 57 *92
*20 SHRUBS HAVE BEEN SUBSTITUTED FOR 2 REQUIRED STREET TREES DUE TO SITE CONSTRAINTS
LOCATED ON THE SOUTH SIDE OF THE PROPERTY. THERE IS AN EXISTING TRANSMISSION TOWER WITH
OVERHEAD ELECTRIC AND UNDERGROUND UTILITIES.
** 1 REQUIRED PARKING ISLAND TREE HAS BEEN RELOCATED ALONG THE NORTH END OF THE SITE
ALONG THE PARKING PERIMETER.
LEGEND
PROPERTY LINE
EXISTING CURB AND GUTTER
PROPOSED CURB AND GUTTER
EASEMENT BOUNDARY
EXISTING CONTOUR
PROPOSED CONTOUR
EXISTING FIRE HYDRANT
4-INCH 12 GAUGE ROLLED TOP STEEL EDGER
PROPOSED 2-4" SOUTHERN RIVER COBBLE
PROPOSED DECIDUOUS TREE
PROPOSED ORNAMENTAL TREE
PROPOSED DECIDUOUS SHRUBS
PROPOSED EVERGREEN SHRUBS
PROPOSED ORNAMENTAL GRASSES
PROPOSED SITE LIGHTING
RM
LANDSCAPE DATA
DESCRIPTION REQUIRED PROVIDED
SITE AREA N/A 28,644 SF
LANDSCAPE AREA 5,738 SF (20%)8111 SF (29%)
RM N/A 8,059 SF
GROUND COVER
NON-LIVING MATERIAL 2,839 SF (35% MAX)1,464 SF (18%)
LIVING VEGETATION N/A 6,647 SF (82%)
LOW-WATER TURF 2,433 SF (30% MAX)0 SF
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SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
KIPLING STREET ROW REQUIREMENTS
DESCRIPTION AMOUNT
(SF, LF, EA)FORMULA (SF, LF, EA)TREES
REQ.
TREES
PROV.
STREET TREES 122 LF 1 T/35 LF 4 4
KEY NOTES
PROPOSED U-SHAPED BIKE RACK
RE: SHEET 4, DETAIL E
PROPOSED 30" SCREEN WALL
RE: SHEET 7, DETAIL 1-3
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SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
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
DO NOT CUT OR DAMAGE LEADER
PRUNE ALL DEAD OR DAMAGED WOOD PRIOR TO PLANTING
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
HOLE SHOULD HAVE ROUGHENED SIDES
SHADE TREES: LOWEST LIMBS MIN. 6-8' FROM ROOT CROWN
AFTER TWO YEARS NO LIMB SHALL BE WITHIN 8' OF PAVEMENT
WRAP ENTIRE SURFACE OF TRUNK BELOW SECOND BRANCH
WITH SPECIFIED TREE WRAP AND SECURE
ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR
12" DIA. WHITE PVC PIPE OVER WIRE, 24" LONG MIN.
SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS.
IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE
APPLY SPECIFIED GROUNDCOVER TO REMAIN PERMANENTLY
FINISHED GRADE
DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED
TEMPORARY 4" DEEP WATER RETENTION BASIN NOT
NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING
SPECIFIED STEEL POST (2 MIN.) DRIVEN VERTICALLY
TO EXTEND A MIN. OF 30" INTO UNDISTURBED SOIL
2 X ROOTBALL DIA.
DECIDUOUS TREE PLANTING B NOT TO SCALE
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 AREAS TO BE GRASSED TO A MINIMUM DEPTH OF FOUR (4") INCHES, AND
TO A DEPTH OF TEN (10") INCHES IN SHRUB AND PERENNIAL BEDS. 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: INSTALL 3-INCHES OF 1-1/2" SOUTHERN RIVER ROCK, PER BEDROCK LANDSCAPING MATERIALS, 5401
W 52ND AVE, DENVER, CO 80212 (303) 432-7222. IN SPECIFIED SHRUB BEDS OVER TYPAR 3301 WEED MAT OR
APPROVED EQUAL, AFTER APPLYING PRE-EMERGENT HERBICIDE.
19.LANDSCAPE EDGING: IN THE SPECIFIED AREAS, INSTALL 6-INCH, 14 GAUGE ROLLED TOP STEEL EDGING, PER
BEDROCK LANDSCAPING MATERIALS, 5401 W 52ND AVE, DENVER, CO 80212 (303) 432-7222.
ATTACH GUY WIRE TO TRUNK WITH SPECIFIED TREE COLLAR
DOUBLE STRAND OF 12 GA. GALVANIZED STEEL WIRE TWISTED
12" DIA. WHITE PVC PIPE OVER WIRE, 25" LONG MIN
TEMPORARY 4" DEEP WATER RETENTION BASIN
NOT NECESSARY WHEN TURF OR DRIP IRRIGATION IS OPERATING
SET ROOT CROWN LEVEL WITH TOP OF SOIL IN BEDS.
IN IRRIGATED TURF AREAS PLANT 3" ABOVE FINISHED GRADE
APPLY SPECIFIED GROUNDCOVER TO REMAIN PERMANENTLY
SPECIFIED 30" STEEL POST (3 MIN.) DRIVEN VERTICALLY
INTO UNDISTURVED SOIL FLUSH WITH GRADE
FINISHED GRADE
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
HOLE SHOULD HAVE ROUGHENED SIDES
2 X ROOTBALL DIA.
EVERGREEN TREE PLANTING W/ GUY WIRESANOT TO SCALE
SITESCAPES APEX BIKE RACKENOT TO SCALE
SITESCAPES - APEX BIKE RACK, COLOR: BLACK
MOUNT: SURFACE MOUNT
SEE PLAN FOR QUANITY AND LOCATION
EXTERIOR ELEVATION MATERIALS SUMMARY
MATERIAL MAX % / SF PROPOSED % / SF
GLASS 51% / 68 SF
BRICK 77% / 275 SF
MTL. TRIM 4% / 15 SF
TOTAL 100% / 358 SF 100% / 358 SF
MIN 40% / 54 SF
MIN 60% / 215 SF
MAX 40% / 143 SF
SOUTH ELEVATION: PRIMARY ELEVATION
MATERIAL MAX % / SF PROPOSED % / SF
GLASS 0% / 0 SF
BRICK 85% / 237 SF
MTL. TRIM 15% / 20 SF
TOTAL 100% / 280 SF 100% / 280 SF
MIN 0% / 0 SF
MIN 60% / 168 SF
MAX 40% / 112 SF
NORTH ELEVATION:
MAIN BLDG FF
0' - 6"
1
A3.0
ATTIC FLOOR
9' - 9 5/8"
X X X
2'
-
1
1
1
/
2
"
5'
-
0
"
15' - 4"
B.O. CANOPY
9' - 9"
B
D
E E
F
J
K
1
2
2
4
T.O. ROOF
19' - 9 7/16"
COOLER FF
0' - 10 1/8"
17
10
17
L
9
A
A
B
GG
A
15
16
P
MAIN BLDG FF
0' - 6"
1
A3.0
ATTIC FLOOR
9' - 9 5/8"
B.O. CANOPY
9' - 9"
15' - 4"
5'
-
2
"
D
D D
F
2
LL
7
7
8
2
3
12
T.O. PARAPAPET
11' - 6 1/2"
T.O. ROOF
19' - 9 7/16"
B
5
6'
-
2
"
10
"
COOLER FF
0' - 10 1/8"
11
3
3
1717
L
A
B
C
18
2
2
16
148
10
9
13
H H
P
P
P
8
MP-1 INSTALLED ON ROOFTOP
GUARDRAIL FOR MECHANICAL SCREENING.
3/8" = 1'-0"1 EXTERIOR ELEVATION - SOUTH
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NN
0100
SCALE 1" = 100'
50 100060
SCALE 1" = 60'
30 60050
SCALE 1" = 50'
25 50010
SCALE 1" = 10'
5 10020
SCALE 1" = 20'
10 20030
SCALE 1" = 30'
15 30030
SCALE 1" = 30'
15 30040
SCALE 1" = 40'
20 40
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below.Know what's
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veritas
architecture + design
EXTERIOR ELEVATION KEYNOTES
Note
Number Note Text
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; SEE
STRUCTURAL
2 SURFACE MOUNTED LED STRIP LIGHT
3 MOUNTED SPEAKER SYSTEM; SEE SYSTEMS PLAN
4 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
5 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING;
SEE ELECTRICAL
6 FROST-PROOF FLUSH HOSE BIB
7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
8 THROUGH WALL ROOF SCUPPER DRAIN; TYP.
9 SURFACE-MOUNTED LIGHTED SIGN BOX
10 DIGITAL MENU BOARDS MOUNTED TO COLUMN WRAP
11 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED;
CONNECT TO SUB-GRADE STORM WATER COLLECTION
SYSTEM; RE: CIVIL
12 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR
13 ROOFTOP HVAC EQUIPMENT BEYOND
14 COOLER HVAC EQUIPMENT BEYOND
15 RUBBERIZED RAMP TO COOLER DOOR; LESS THAN 36"
RUN LENGTH
16 MANUFACTURED NATMOD COOLER; COORDINATE SIZE,
LOCATION, SPECIFICATION WITH CIVIL AND OWNER
17 OVERHEAD GAS FIRED HEATER - RE: MECHANICAL
DRAWINGS
18 SITE-CONSTRUCTED DECORATIVE 2x8 TRELLIS; FRAMING
MEMBERS WD-1 @ 16" O.C., TREX TRELLIS, COLOR:
GRAVEL PATH
19 SPANDREL GLASS IN SPANDRELL FRAME APPLIED OVER
BUILDING SHEATHING/WEATHER BARRIER. GLASS TO
SIMULATE/MATCH STANDARD WINDOWS OF PRIMARY
BUILDING.
20 BUILDING ADDRESS NUMBERS POSTED PER IFC SECTION
505
EXTERIOR ELEVATION MATERIALS LEGEND
Note
Number Note Text
A NICHIHA CANYON BRICK CEMENT-BOARD SIDING, SHALE
BROWN COLOR (BRK-2)
B NICHIHA MODERN BRICK CEMENT-BOARD SIDING,
MIDNIGHT COLOR (BRK-1)
C BERRIDGE BR-12 VERTICAL METAL SIDING, ZINC GREY
COLOR (MP-1)
D BERRIDGE BRAKE-METAL FASCIA, ROYAL BLUE COLOR
(MP-2)
E BERRIDGE SOFFIT PANELS, ROYAL BLUE COLOR (MP-2)
F BERRIDGE STANDING SEAM ROOF PANELS, ROYAL BLUE
COLOR (MP-2)
G STRUCTURAL CANOPY COLUMN & RAINWATER
DOWNSPOUT WITHIN WITHIN BRK-2 WRAP; CONNECT
DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM;
RE: CIVIL
H STRUCTURAL CANOPY COLUMN WITHIN WITHIN BRK-2
WRAP
J ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY
SIGN CONTRACTOR
K 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH
DOUBLE SIDE TAPE
L BERRIDGE BRAKE-METAL CAP,ZINC GREY COLOR (MP-3)
M ILLUMINATED STOREFRONT SIGNAGE BY SIGN
CONTRACTOR
N OUTLINE OF MECHANICAL UNIT BEYOND
P TREX SIMULATED WOOD FASCIA, GRAVEL PATH COLOR
(WD-1)
Q SPANDREL GLAZING
3/8" = 1'-0"2 EXTERIOR ELEVATION - NORTH
5
5
20
2
4
.
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9
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EXTERIOR ELEVATION MATERIALS SUMMARY
MATERIAL MAX % / SF PROPOSED % / SF
GLASS 26% / 68 SF
BRICK 75% / 354 SF
MTL. TRIM 8% / 38 SF
TOTAL 100% / 470 SF 100% / 470 SF
MIN 25% / 67 SF
MIN 60% / 282 SF
MAX 40% / 188 SF
WEST ELEVATION:
MATERIAL MAX % / SF PROPOSED % / SF
GLASS 55% / 92 SF
BRICK 61% / 288 SF
MTL. TRIM 8% / 38 SF
TOTAL 100% / 470 SF 100% / 470 SF
MIN 0% / 0 SF
MIN 60% / 282 SF
MAX 40% / 188 SF
EAST ELEVATION:
MAIN BLDG FF
0' - 6"
MAIN BLDG FF
0' - 6"
ATTIC FLOOR
9' - 9 5/8"
1
A3.1
B.O. CANOPY
9' - 9"
T.O. PARAPAPET
11' - 6 1/2"
T.O. ROOF
19' - 9 7/16"
J
D
L
7
2
2
1
9
1
2
L
B
3
L
B
G
3"
N
2' - 6"
6
3
11
5'
-
0
"
2'
-
1
0
1
/
2
"
2' - 7 1/2"
AAB H
A
12
2'
-
1
0
1
/
2
"
P
P
MP-1 INSTALLED ON ROOFTOP GUARDRAIL FOR MECHANICAL SCREENING.
20
K
Q
MAIN BLDG FF
0' - 6"
MAIN BLDG FF
0' - 6"
ATTIC FLOOR
9' - 9 5/8"
1
A3.1
B.O. CANOPY
9' - 9"
B B
D
J
L
M
2
2
1
7
2
1
3
L
2'
-
1
1
"
B
T.O. PARAPAPET
11' - 6 1/2"
T.O. ROOF
19' - 9 7/16"
3"
N
17
G H
A
A
A
10 10
12
P
P
MP-1 INSTALLED ON ROOFTOP GUARDRAIL FOR MECHANICAL SCREENING.
5'
-
0
"
2'
-
1
0
1
/
2
"
K
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NN
0100
SCALE 1" = 100'
50 100060
SCALE 1" = 60'
30 60050
SCALE 1" = 50'
25 50010
SCALE 1" = 10'
5 10020
SCALE 1" = 20'
10 20030
SCALE 1" = 30'
15 30030
SCALE 1" = 30'
15 30040
SCALE 1" = 40'
20 40
R Call before you dig.
below.Know what's
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-------
veritas
architecture + design
EXTERIOR ELEVATION KEYNOTES
Note
Number Note Text
1 PRE-ENGINEERED ALUMINUM CANOPY BY OTHERS; SEE
STRUCTURAL
2 SURFACE MOUNTED LED STRIP LIGHT
3 MOUNTED SPEAKER SYSTEM; SEE SYSTEMS PLAN
4 ADDRESS NUMBERS TO BE 8" TALL x 2" BRUSH STROKE
5 ELECTRICAL EQUIPMENT, PAINTED TO MATCH BUILDING;
SEE ELECTRICAL
6 FROST-PROOF FLUSH HOSE BIB
7 EXTERIOR WEATHER-PROOF OUTLET; SEE MEP
8 THROUGH WALL ROOF SCUPPER DRAIN; TYP.
9 SURFACE-MOUNTED LIGHTED SIGN BOX
10 DIGITAL MENU BOARDS MOUNTED TO COLUMN WRAP
11 EXPOSED DOWNSPOUT, GALVANIZED, PAINTED;
CONNECT TO SUB-GRADE STORM WATER COLLECTION
SYSTEM; RE: CIVIL
12 GUARDRAIL; 3' - 6: ABOVE ATTIC FLOOR
13 ROOFTOP HVAC EQUIPMENT BEYOND
14 COOLER HVAC EQUIPMENT BEYOND
15 RUBBERIZED RAMP TO COOLER DOOR; LESS THAN 36"
RUN LENGTH
16 MANUFACTURED NATMOD COOLER; COORDINATE SIZE,
LOCATION, SPECIFICATION WITH CIVIL AND OWNER
17 OVERHEAD GAS FIRED HEATER - RE: MECHANICAL
DRAWINGS
18 SITE-CONSTRUCTED DECORATIVE 2x8 TRELLIS; FRAMING
MEMBERS WD-1 @ 16" O.C., TREX TRELLIS, COLOR:
GRAVEL PATH
19 SPANDREL GLASS IN SPANDRELL FRAME APPLIED OVER
BUILDING SHEATHING/WEATHER BARRIER. GLASS TO
SIMULATE/MATCH STANDARD WINDOWS OF PRIMARY
BUILDING.
20 BUILDING ADDRESS NUMBERS POSTED PER IFC SECTION
505
EXTERIOR ELEVATION MATERIALS LEGEND
Note
Number Note Text
A NICHIHA CANYON BRICK CEMENT-BOARD SIDING, SHALE
BROWN COLOR (BRK-2)
B NICHIHA MODERN BRICK CEMENT-BOARD SIDING,
MIDNIGHT COLOR (BRK-1)
C BERRIDGE BR-12 VERTICAL METAL SIDING, ZINC GREY
COLOR (MP-1)
D BERRIDGE BRAKE-METAL FASCIA, ROYAL BLUE COLOR
(MP-2)
E BERRIDGE SOFFIT PANELS, ROYAL BLUE COLOR (MP-2)
F BERRIDGE STANDING SEAM ROOF PANELS, ROYAL BLUE
COLOR (MP-2)
G STRUCTURAL CANOPY COLUMN & RAINWATER
DOWNSPOUT WITHIN WITHIN BRK-2 WRAP; CONNECT
DOWNSPOUT TO STORMWATER MANAGEMENT SYSTEM;
RE: CIVIL
H STRUCTURAL CANOPY COLUMN WITHIN WITHIN BRK-2
WRAP
J ROUND STOREFRONT SIGN; SUPPLIED AND INSTALLED BY
SIGN CONTRACTOR
K 1/4" THICK ACRYLIC SIGNAGE APPLIED TO SIDING WITH VH
DOUBLE SIDE TAPE
L BERRIDGE BRAKE-METAL CAP,ZINC GREY COLOR (MP-3)
M ILLUMINATED STOREFRONT SIGNAGE BY SIGN
CONTRACTOR
N OUTLINE OF MECHANICAL UNIT BEYOND
P TREX SIMULATED WOOD FASCIA, GRAVEL PATH COLOR
(WD-1)
Q SPANDREL GLAZING
3/8" = 1'-0"1 EXTERIOR ELEVATION - WEST
3/8" = 1'-0"2 EXTERIOR ELEVATION - EAST
5
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MAIN BLDG FF
0' - 6"
7'
-
0
"
3'
-
1
0
"
2'
-
1
0
"
4"
12
13
6'
-
1
0
"
7'
-
0
"
4
6
4"
6'
-
4
"
4"
5
MAIN BLDG FF
0' - 6"
4
6
5
7'
-
0
"
2'
-
1
0
1
/
2
"
4'
-
1
1
/
2
"
4
6
5
6'
-
1
0
"
4"
6'
-
4
"
TRASH ENCLOSURE GENERAL NOTES
1. PRE-PAINT ALL BARE METAL WITH POR-15 PRIMER
PRIOR TO INSTALLATION.
2. PAINT DOOR FRAMES, HINGES, AND BOLLARDS TO
MATCH THE CANOPY OF THE PREFABRICATED
BUILDING - MORIN REGAL BLUE.
70' - 0"
2'
-
6
"
M
I
N
EL. (REF CIVIL)
1
2
EL. (REF CIVIL)2'
-
6
"
M
I
N
57' - 0"
1
2
2'
-
6
"
M
I
N
22' - 0"
EL. (REF CIVIL)
1
2
3/8" = 1'-0"5 TRASH ENCLOSURE ELEVATION - EAST
3/8" = 1'-0"4 TRASH ENCLOSURE ELEVATION - NORTH
3/8" = 1'-0"7 TRASH ENCLOSURE ELEVATION -WEST
3/8" = 1'-0"6 TRASH ENCLOSURE ELEVATION - SOUTH
TRASH ENCLOSURE KEYNOTES
Note
Number Note Text
1 Ø6" CONCRETE FILLED BOLLARD - TYP. OF (7)
2 CUSTOM GATES
3 MECH. ACCESS DOOR AND LADDER - SUPPLIED BY
OWNER
4 BRK-1 OVER 8" CMU BLOCK
5 BRK-2 OVER 8" CMU BLOCK
6 4" MASONRY CAP ON TOP OF CMU WALL; COLOR TO
MATCH BERRIDGE ZINC GREY (MP-3)
7 5" PLATE STEEL BRACE WELDED TO CENTER OF 2"
POST, REF DTL. THIS SHEET FOR HEIGHT
8 3" STEEL BRACE AT EACH HINGE
9 Ø2" STEEL POST
10 2 1/2" BOLTS
11 HINGE WITH GREASE FITTING - TYP. OF 2 PER DOOR
12 1x8 PLANKS PAINTED TO MATCH BERRIDGE ZINC
GREY (MP-3)
13 3" x 3" TUBE STEEL FRAME ROTATED 45 DEGREES;
PAINTED TO MATCH BERRIDGE ZINC GREY (MP-3)
7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NN
0100
SCALE 1" = 100'
50 100060
SCALE 1" = 60'
30 60050
SCALE 1" = 50'
25 50010
SCALE 1" = 10'
5 10020
SCALE 1" = 20'
10 20030
SCALE 1" = 30'
15 30030
SCALE 1" = 30'
15 30040
SCALE 1" = 40'
20 40
R Call before you dig.
below.Know what's
SP
E
C
I
F
I
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D
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V
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P
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T
P
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A
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WH
E
A
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R
I
D
G
E
,
C
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7
B
R
E
W
50
0
2
K
I
P
L
I
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G
S
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SH
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X
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F
8
1S
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B
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-------
DA
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2
4
.
0
2
8
--------
20
2
4
.
0
6
.
2
5
-------
veritas
architecture + design
3/8" = 1'-0"1 SITE WALL ELEVATION (A)
3/8" = 1'-0"2 SITE WALL ELEVATION (B)
3/8" = 1'-0"3 SITE WALL ELEVATION (C)
SITE WALL KEYNOTES
Note
Number Note Text
1 8" NORMAL WEIGHT "BEST BRIK" CMU; COLOR TO
MATCH BRK-1 MIDNIGHT
2 SOLID BLOCK TOP; COLOR TO MATCH MP-3 ZINC
GREY
5
20
2
4
.
0
9
.
2
7
2N
D
C
I
T
Y
S
U
B
M
I
T
T
A
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7
AR
C
H
I
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A
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E
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A
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I
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20
2
4
.
1
1
.
1
8
FI
N
A
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C
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S
U
B
M
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A
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7 BREW - 5002 KIPLING STREET
SPECIFIC DEVELOPMENT PLAN
SITUATED IN THE SOUTHWEST ONE-QUARTER OF SECTION 15,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE SIXTH PRINCIPAL MERIDIAN,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
NN
0100
SCALE 1" = 100'
50 100060
SCALE 1" = 60'
30 60050
SCALE 1" = 50'
25 50010
SCALE 1" = 10'
5 10020
SCALE 1" = 20'
10 20030
SCALE 1" = 30'
15 30030
SCALE 1" = 30'
15 30040
SCALE 1" = 40'
20 40
R Call before you dig.
below.Know what's
SP
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7
B
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50
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K
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SH
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8
1S
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DA
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8
--------
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2
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.
0
6
.
2
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-------
veritas
architecture + design
20
2
4
.
0
9
.
2
7
2N
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8
PH
O
T
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A
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FIXTURE
"X1"
SCALE: 1/16" = 1'-0"
ELECTRICAL SITE PLAN - PHOTOMETRICD
NORTH 2 4 320816
FIXTURE
"X1"
FIXTURE
"X1"
FIXTURE
"X1"
UEUEUEUE
PL
PL
PL
PL
PL
PL
PL
PL
PL
P
L
P
L
P
L
PLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PL PL PL PL PL PL
KI
P
L
I
N
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S
T
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T
(X
X
'
R
.
O
.
W
.
)
W 50TH A
V
E
(XX' R.O
.
W
.
)
0.1
0.1
0.1
0.2
0.2
0.3
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.3
0.2
0.2
0.1
0.1
0.1
0.1
0.0
0.0
0.3
0.5
0.5
0.7
1.1
0.9
0.9
0.7
0.7
0.7
0.7
0.7
0.9
1.0
1.1
0.7
0.6
0.5
0.2
0.1
0.0
0.0
0.4
0.9
1.1
1.5
3.5
5.3
2.4
1.2
1.4
1.3
1.4
1.2
2.5
5.5
3.4
1.5
1.2
0.8
0.4
0.1
0.0
0.0
0.5
1.0
1.2
1.8
4.1
5.5
2.8
1.3
1.6
1.6
1.6
1.4
3.0
5.6
3.9
1.7
1.3
1.0
0.4
0.1
0.1
0.0
0.5
1.1
1.4
1.5
3.0
3.7
2.1
1.3
1.8
2.0
2.1
1.4
2.2
3.7
2.9
1.4
1.4
1.0
0.5
0.2
0.1
0.0
0.6
1.2
1.6
1.6
2.0
2.1
1.8
1.9
3.4
8.9
8.9
2.6
1.6
2.1
2.0
1.6
1.7
1.1
0.6
0.3
0.1
0.1
0.8
1.4
1.8
2.0
2.3
2.4
2.2
2.3
6.6
29.5
28.3
2.3
2.2
2.0
1.8
1.4
0.9
0.4
0.2
0.1
0.9
1.4
1.7
2.0
2.2
2.3
2.2
2.3
5.8
2.2
2.2
2.1
1.8
1.6
1.1
0.5
0.2
0.1
0.7
1.3
1.8
2.0
2.4
2.5
2.3
2.2
5.3
2.3
2.5
2.3
1.9
1.7
1.1
0.5
0.1
0.1
0.5
1.1
1.5
1.3
2.1
2.4
1.8
1.7
6.0
26.2
26.6
9.1
1.6
2.0
2.4
1.8
1.2
1.4
0.9
0.4
0.1
0.0
0.5
1.0
1.3
1.6
3.6
4.9
2.6
1.4
3.7
11.7
12.3
5.1
1.7
3.2
5.0
3.0
1.3
1.4
0.9
0.4
0.1
0.0
0.4
1.0
1.2
1.7
3.9
5.6
2.9
1.3
1.7
1.8
1.9
1.7
1.5
3.5
5.8
3.3
1.4
1.3
0.8
0.3
0.1
0.0
0.3
0.7
0.9
1.3
2.4
3.3
1.8
1.1
1.1
0.9
0.9
1.1
1.2
2.1
2.1
2.0
1.1
1.0
0.6
0.2
0.1
0.0
0.2
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.3
0.4
0.4
0.4
0.3
0.3
0.2
0.2
0.1
0.0
0.0
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.2
0.2
0.2
0.1
0.1
0.0
0.0
0.0
0.0
0.0
0.0
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.0
0.0
0.0
0.0
0.0
NOT TO SCALE
TYPICAL POLE BASE DETAIL1
4 - 3/4'' X 38'' ANCHOR BOLTS
4"
30''
18''
FINISH GRADE
WITH NUTS AND WASHERS
VERIFY BOLT PATTERN
WITH POLE MFGR.
RIGID STEEL CONDUIT
20' POLE & BASE PLATE
18"
CONC.
REMAINDER AT 12'' ON CENTER
3 @ 3'' ON CENTER AT TOP
9 - #6 RE-BAR W/ # 3 TIES
PVC CONDUIT AS
NOTED ON DWGS.
BOTTOM OF FIXTURE
TO BE LOCATED NO
HIGHER THAN 18'-0"
ABOVE FINISH GRADE
3
3
FIXTURE SA
FIXTURE SA
NOTESCODETYPE
LAMPCAT No.MFGR.
LIGHTING FIXTURE SCHEDULE
MOUNTINGSYMDESCRIPTION
NOTES:
1.SINGLE HEAD FIXTURE MOUNTED @ 18'-0" MAX HEIGHT ON 20' SQUARE STRAIGHT STEEL POLE, POLE EQUAL TO McGRAW EDISON # SSS4A25SFA1. SEE BASE
DETAIL.
SA McGRAW EDISON TLM-E04-LED-E1-SL4-BSMA1010-XX 12,145 lm (97.2W)ON 20' POLESINGLE HEAD POLE LIGHT LED 1
3
20
2
4
.
1
1
.
1
8
FI
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