HomeMy WebLinkAboutAutowash Lakeside - Site PlanSS
ST
M
COCO
CO
COCO
TRANS
X
X X X X X X X X X
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW WWWWWWWWWWWWWWWWW
GAS GASGASGASGAS GAS GASGASGAS GAS
GASGAS GAS
GAS
GAS GAS GAS GAS GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
SS
SS
SS SSSSSSSS
SS
SS
SS SSSSSSSS
SS SS
SS
OHE
OHE
OHE
OHE
OHE
S
T
S
T
S
T
ST STSTST
W
ST ST
OHE
OHE
OHE
OHE
OHE
OHE
OHE
SS SSSSSSSS
W
WWWWW
W
GAS GASGASGASGAS
T
E E
GAS GASGAS
OHE OHE
SS SSSS
ST STST
W WW
X X
PROPOSED
CAR WASH
BUILDING
3,539 SF
L=23.49'
R=15.00'
Δ=89°44'08"
LOT 1 & 3 - STEVENSON
SUBDIVISION
#5990 WEST 44TH AVE.
1-STORY
BLOCK BUILDING
LOT 6 - STEVENSON SUBDIVISION
#4355 GRAY STREET
54' - 0"
81'-4"
LOT 1 - LAKESIDE AUTOWASH
SUBDIVISION
#5900 WEST 44TH AVE
43.109
32.911
32.600
03.150
43.105
43.106
32.800
43.110
1
4
EQ
U
I
P
M
E
N
T
RO
O
M
AU
T
O
M
A
T
I
C
BA
Y
1
AU
T
O
M
A
T
I
C
BA
Y
2
AU
T
O
M
A
T
I
C
BA
Y
3
AU
T
O
M
A
T
I
C
BA
Y
4
02.106
32.900
32.21032.210
32.21032.210
03.140
03.140
32.21032.210
32.21032.210
27'-9"
40'-8"
19'-7"
ZONE
2'
-
0
"
U
T
I
L
I
T
Y
SIDEWALK
8'
-
0
"
01.106
01.107
BUFFER
2'-0"
SIDEWALK
5'-0"36
'
-
2
"
01.108
01.108
10'-0"10'-0"10'-0"10'-0"
AT ADA PARKING
18'-6" FLUSH CURB
03.251
3'-7"17'-6"20'-0"5'-8"
16'-0"
14'-0"
14'-0"
33.400
16'-0"
4'-4"
10'-8"
10'-0"
12'-2"
13'-0" TYP.
5'-0"
11'-0"
R.O.W.
8'
-
0
"
A
D
D
I
T
I
O
N
A
L
OF R.O.W.
30
'
-
0
"
T
O
C
L
PRIMARY STREET FRONTAGE BUILD-TO
88'-0" WITHIN
1'-4"
R.O.W.
1'-6" ADDITIONAL
OF R.O.W.
25'-0" TO CL
115.97' N89°58'27"E
13
9
.
5
4
'
S
0
0
°
1
7
'
2
5
"
E
129.43' S89°52'45"W
14
6
.
6
9
'
N
0
0
°
1
6
'
5
1
"
W
W 44TH AVE
N
G
R
A
Y
S
T
28'-6"2'-6"12'-8"2'-6"28'-6"4'-8"
5'-3"
46'-6"
56
'
-
4
"
46'-9"
20
'
-
8
"
16
'
-
0
"
L=23.49'
R=15.00'
Δ=89°44'08"
8'-0"
01.111
01.111
01.11301.113
01.112
01.110
01.114
01.109
114.47' N89°58'27"E
8.
0
0
'
1.50'
13
1
.
5
4
'
S
0
0
°
1
7
'
2
5
"
E
01.116
10
'
-
0
"
R
E
A
R
S
E
T
B
A
C
K
(
C
-
1
)
AMENITY BUFFER
2'
-
0
"
M
I
N
LANDSCAPE BUFFER
5'
-
0
"
M
I
N
.
TRADITIONAL OVERLAY (0-12' BUILD-TO)
50
'
-
0
"
F
R
O
N
T
S
E
T
B
A
C
K
(
C
-
1
)
TRADITIONAL OVERLAY (0-12' BUILD-TO)
30' - 0" STREET SIDE SETBACK (C-1)5' - 0" SIDE SETBACK (C-1)
32.912
32.91232.912
32.912
32.912 32.912 32.912 32.912
32.912 32.912 32.912 32.912
32.912 32.912
32.912
01.117
PB
33.220
PB
01.117
15
4
.
6
9
'
N
0
0
°
1
6
'
5
1
"
W
130.93' S89°52'45"W
33.430
VACUUM STANCHION
PARKING SPACE
CROSSWALK
ADA RAMP
ADA SYMBOL
AUTO CASHIER ISLAND
CANOPY
PIPE BOLLARD
WHEEL STOP
TRASH ENCLOSURE
SYMBOL LEGEND
TRANSFORMER
FIRE HYDRANT
SANITARY MAN HOLE
WATER METER
UNDERGROUND TANK
PROPERTY SITE LINE
ELECTRIC LINE
GAS LINE
OVERHEAD ELECTRIC LINE
SANITARY LINE
STORM LINE
WATER LINE
FENCE
LINE LEGEND
PROPERTY BUFFER
PROPERTY SETBACK
HATCH LEGEND
ASPHALT
CURB & GUTTER
ROCK
SIDEWALK
BUILDING
LANDSCAPE
CONCRETE PAVING
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
C:
\
U
s
e
r
s
\
c
l
t
i
d
w
e
l
l
\
D
o
c
u
m
e
n
t
s
\
2
2
0
2
.
5
8
A
u
t
o
w
a
s
h
L
a
k
e
s
i
de
_
C
E
N
T
R
A
L
_
c
l
t
i
d
w
e
l
l
.
r
v
t
3
/
1
5
/
2
0
2
4
1
:
2
8
:
5
6
P
M
As indicated
SITE PLAN
2202.58
2
3/11/2024
CLT
ASM
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
1" = 10'-0"2
SITE PLAN1
N
KEYNOTES
VALUE KEYNOTE TEXT
01.106 ADA ACCESSIBLE PATH.
01.107 SITE BENCH.
01.108 PEDESTRIAN LIGHT, RE: ELECTRICAL.
01.109 EXISTING OVERHEAD UTILITY TO BE RELOCATED BELOW GROUND
(CONTRACTOR TO COORDINATE WITH UTILITY PROVIDED)
01.110 PROPOSED ADA CURB RAMP 12:1 (MAX) (TYPE 1 - DIRECTIONAL RAMP)
01.111 PROPOSED CURB RAMP (TYPE 2 PARALLEL) 12:1 (MAX)
01.112 PROPOSED ADA CURB RAMP 12:1 (MAX) (TYPE 2 - DIRECTIONAL RAMP)
01.113 PROPOSED ADA RAMP 12:1 (MAX) TYPE 2 - TWO RAMPS
01.114 PROPOSED CURB RAMP 12:1 (MAX) (TYPE 1 - DIRECTIONAL RAMP)
01.116 SIDEWALK CHASE, RE: CIVIL.
01.117 STREET LIGHT PULL BOX, RE: LIGHTING DETAILS.
02.106 EXISTING 6' WOOD FENCE TO REMAIN.
03.140 CONCRETE APRON, RE: CIVIL
03.150 CONCRETE SIDEWALK
03.251 PRE-CAST CONCRETE WHEEL STOP
32.210 CONCRETE PAVING, RE: CIVIL.
32.600 CONCRETE CURB AND GUTTER, RE: CIVIL.
32.800 LANDSCAPE, RE: LANDSCAPE PLANS.
32.900 CONCRETE FILLED PIPE BOLLARD.
32.911 ACCESSIBLE PARKING STALL.
32.912 TRAFFIC FLOW. FOR SITE PLANNING ONLY, NOT TO BE PHYSICALLY
PAINTED.
33.220 GAS METER LOCATION, RE: PLUMBING.
33.400 ELECTRICAL SERVICE ENTRANCE.
33.430 ELECTRICAL TRANSFORMER, RE: ELECTRICAL.
43.105 TRASH ENCLOSURE, REFER TO SITE DETAILS.
43.106 PAY STATION, REFER TO EQUIPMENT CUT SHEETS.
43.109 UNDERGROUND SAND OIL INTERCEPTOR, RE: EQUIPMENT.
43.110 VACUUM STANCHION WITH ATTACHED PRODUCER.
SCALE : 1" = 10'-0"
0 10'20'
ST
COCO
CO
COCO
TRANS
W. 44TH AVE.
N
G
R
A
Y
S
T
1 QUCR
3 COCB
1 PIPB
3 MIST 3 PHNA 3 PIMS 3 PHNA 3 MIST
4 BETH
5 RHFR
4 BETH
1 PIPB
3 PIMS
5 CAKF
1 ACAG
1 JUBU
7 CAKF
1 JUBU
1 ACAG
1 JUBU
3 COCB
3 SPFT
1 PIPB
1 GLSK
3 COCB
3 MIGR
1 QUCR 1 QUCR3 RIAL3 PIMS
3 PIMS
LEGEN'
S<MBOL 'ESCRIPTION
ROCK MULCH
'ECI'UOUS TREE
E;ISTING TREE TO BE REMO9E'
'ECI'UOUS SHRUBS
E9ERGREEN SHRUBS
ORNAMENTAL GRASS
CONCRETE PA9ING
BROA'LEAF E9ERGREEN SHRUBS
E9ERGREEN TREE
PA9ERS
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
22031
02.21.2024
CM
CM
33 IN9ERNESS PK:< STE 175
ENGLE:OO' CO 11
7 773
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
As Shown
LAN'SCAPE ARCHITECTURE
PLANNING
55 S LO:ELL BL9' UNIT3
LITTLETON CO 13
33337
RI 1
NOT FOR
CONSTRUCTION
5
N
1
SCALE 1 1
LAN'SCAPE PLAN
LANDSCAPE PLAN
3 3
STREET TREE REQUIREMENTS
REQUIRED OPEN SPACE OF GROSS LOT AREA
AREA REQUIRE'AREA PRO9I'E'
34 SF 3 3 SF
SITE 'ATA
LOT AREA 1 3 SF 44 ACRES
STREET CALCULATION QT< REQUIRE'QT< PRO9I'E'
44TH A9ENUE AMENIT< =ONE LESS THAN FI9E FEET NA NA
GRA< STREET ATTACHE' SI'E:ALK NO AMENIT< =ONE NA NA
STREET FRONTAGE REQUIREMENT
STREET CALCULATION LENGTH QT< REQUIRE'QT< PRO9I'E'
44TH A9ENUE 1 TREE 3 LF 3 FT 1 4
GRA< STREET 1 TREE 3 LF 11 FT 1 4 3
NOTES
1AUTOMATIC UN'ERGROUN' IRRIGATION S<STEM :ILL BE PRO9I'E' FOR ALL ONSITE PLANTINGS
LAN'SCAPE AREA PLANTING REQUIREMENT
'ESCRIPTION CALCULATION AREA QT< REQUIRE'QT< PRO9I'E'
SITE AREA 1 TREE 1 SF 34 SF 4 4
1 SHRUBS 1 SF 34 SF 3 7
'ECI'UOUS TREES QT<BOTANICAL NAME COMMON NAME CONT CAL SI=E
ACAG ACER RUBRUM
JFSK:7
ARMSTRONG GOL' MAPLE B B CAL
GLSK 1 GLE'ITSIA INERMIS CSK<LINEC SK<LINE HONE<LOCUST B B CAL
QUCR 3 QUERCUS CCRIMSCHMI'TC CRIMSON SPIRE OAK B B CAL
E9ERGREEN TREES QT<BOTANICAL NAME COMMON NAME CONT CAL SI=E
PIPB 3 PICEA PUNGENS CBAKERIC BAKERI SPRUCE B B C
BROA'LEAF E9ERGREENS QT<BOTANICAL NAME COMMON NAME CONT
COCB COTONEASTER 'AMMERI CCORAL BEAUT<C CORAL BEAUT< COTONEASTER 5 GAL
'ECI'UOUS SHRUBS QT<BOTANICAL NAME COMMON NAME CONT
BETH BERBERIS THUNBERGII CATROPURPUREAC RE' BARBERR<5 GAL
PHNA PH<SOCARPUS OPULIFOLIUS CNANUSC ':ARF NINEBARK 5 GAL
RHFR 5 RHAMNUS FRANGULA CCOLUMNARISC COLUMNAR BUCKTHORN 5 GAL
RIAL 3 RIBES ALPINUM ALPINE CURRANT 5 GAL
SPFT 3 SPIRAEA FRITSCHIANA FRITCH SPIREA 5 GAL
E9ERGREEN SHRUBS QT<BOTANICAL NAME COMMON NAME CONT
JUBU 3 JUNIPERUS SABINA CBUFFALOC BUFFALO JUNIPER 5 GAL
PIMS 1PINUS MUGO CSLO:MOUN'C SLO:MOUN' MUGO PINE 5 GAL
ORNAMENTAL GRASS QT<BOTANICAL NAME COMMON NAME CONT
CAKF 1CALAMAGROSTIS ACUTIFLORA CKARL FOERSTERC FEATHER REE' GRASS 5 GAL
MIGR 3 MISCANTHUS SINENSIS CGRACILLIMUSC MAI'EN GRASS 5 GAL
MIST MISCANTHUS SINENSIS CSTRICTUSC =EBRA GRASS 5 GAL
PLANT SCHE'ULE
SI=E NOTES
1ALL PLANT MATERIAL SHALL MEET OR E;CEE' CURRENT AMERICAN STAN'AR' FOR NURSER< STOCK ANSI =1 AN' THE COLORA'O
NURSER< ACT AN' ACCOMPAN<ING RULES AN' REGULATIONS
NOTES
1'IMENSION E;CLU'ES ENTR< 'RI9E :I'TH
SHRUB QUANTIT< O9ERAGES HA9E BEEN PRO9I'E' TO MAKE UP FOR 'EFICIENCIES IN THE TREE
REQUIREMENTS THE O9ERAGES PRO9I'E' INCLU'E SHRUBS AN' ORNAMENTAL GRASSES
CALCULATE' AS 1 SHRUBSORNAMENTAL GRASSES ARE EQUAL TO ONE TREE AN A''ITIONAL 3
SHRUBS HA9E BEEN PRO9I'E' TO MEET THE TREE PLANTING REQUIREMENT
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
22031
02.21.2024
CM
CM
33 IN9ERNESS PK:< STE 175
ENGLE:OO' CO 11
7 773
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
As Shown
LAN'SCAPE ARCHITECTURE
PLANNING
55 S LO:ELL BL9' UNIT3
LITTLETON CO 13
33337
RI 1
NOT FOR
CONSTRUCTION
LANDSCAPE NOTES
AND DETAILS
4
METAL
T
POST STAKES :ITH
PROTECTI9E CAP 'RI9E MIN 4 FIRML<
INTO SUBGRA'E PRIOR TO BACKFILLING
1 GAUGE GAL9 GU< :IRES AT 3
ABO9E GRA'E : 1 'IA ; 1 P9C
PIPE ON EACH :IRE
PLANT SO THAT TOP OF ROOT BALL IS
ABO9E FINISHE' GRA'E
PLACE FERTILI=ER PER SPECS PRIOR TO
MULCH APPLICATION APPL< CE'AR
MULCH :ITH A 3
'IA MULCH RING :HEN
LOCATE' IN GRASS OR SEE' AREAS
KEEP MULCH FROM CONTACTING TRUNK
OF TREE
MULCH AS SPECIFIE' FORM SAUCER :
3 CONT RIM
CUT AN' REMO9E ALL T:INE :RAPPING
AN' BURLAP FROM TOP HALF OF BALL
:ATER AN' TAMP POCKETS TO REMO9E
AIR
3 TAMPE' TOPSOIL
SCARIF< E;ISTING SOIL TO 4 'EPTH
'ECI'UOUS TREE
1 1
; BALL 'IA
CUT AN' REMO9E ALL T:INE:IRE
BASKET FROM ROOTBALL
3
NOTES
1'O NOT CUT LEA'ER PRUNE ALL 'AMAGE' OR 'EA' :OO' AFTER PLANTING STAKING
MULCHING
KEEP CRO:N SHAPE T<PICAL OF SPECIES
3REMO9E ALL PLANTING LABELS AFTER FINAL ACCEPTANCE B< LAN'SCAPE ARCHITECT
4REFER TO PLANTING SPECIFICATIONS FOR FULL 'ESCRIPTION OF INSTALLATION
PROCE'URES TO BE FOLLO:E'
3 31 E9ERGREEN TREE PLANTING
3 1
NOTES
1'O NOT CUT LEA'ER PRUNE ALL 'AMAGE' OR 'EA' :OO' AFTER PLANTING
STAKING AN' MULCHING
KEEP CRO:N SHAPE T<PICAL OF SPECIES
3REMO9E ALL PLANTING LABELS AFTER FINAL ACCEPTANCE B< LAN'SCAPE ARCHITECT
4REFER TO PLANTING SPECIFICATIONS FOR FULL 'ESCRIPTION OF INSTALLATION
PROCE'URES TO BE FOLLO:E'
3 1 GAUGE GAL9 'OUBLE STRAN' T:ISTE'
GU< :IRES AT 3
ABO9E GRA'E :ITH 1 'IA
:HITE P9C PIPE 3 LENGTH ON EACH :IRE
PLANT TREE 3 ABO9E NURSER< GRA'E SET
TRUNK PLUMB
APPL< MULCH :ITH A 3
'IA MULCH RING T<P
KEEP MULCH FROM CONTACTING TRUNK OF TREE
INSTALL A 3 HT :ATER RING AT TIME OF
PLANTING
METAL STAKES 3 PER TREE ALIGNE' EQUALL<
AROUN' TREE BUR< ANCHOR 1
UN'ERGROUN' USE
'UCK BILL
EARTH ANCHOR
OR APPRO9E' EQUAL
BACKFILL PLANT PIT :ITH AMEN'E' SOIL PER
SPECIFICATIONS
ATTACH GU< :IRE TO CAN9AS STRAP OR
APPRO9E' EQUI9 THROUGH GROMMETS
UN'ISTURBE' SOIL
; BALL 'IA
FULL< REMO9E ALL T:INE:IRE BASKET FROM
ROOTBALL
CUT AN' REMO9E ALL T:INE :RAPPING AN'
BURLAP FROM TOP HALF OF BALL
N
PLAN
3
3 33SHRUB ORNAMENTAL GRASS PLANTING
1 1 1
PLANT SO THAT TOP OF ROOTBALL IS LE9EL
: FINISH GRA'E
PLACE SPECIFIE' FERTILI=ER PRIOR TO
MULCH APPLICATION FEATHER MULCH TO
BASE OF SHRUB BRANCHES FORM : 3
CONTINUOUS RIM
BACKFILL PLANT PIT :ITH AMEN'E' SOIL PER
SPECIFICATIONS
REMO9E ALL CONTAINER MATERIAL PLACE
O9ER UN'ISTURBE' SOIL
:ATER AN' TAMP POCKETS TO REMO9E AIR
UN'ISTURBE' SOIL
9AR ROOTBALL 1
NOTES
1'O NOT CUT LEA'ER PRUNE ALL 'AMAGE' OR 'EA' :OO' AFTER PLANTING
STAKING MULCHING
KEEP CRO:N SHAPE T<PICAL OF SPECIES
3REMO9E ALL PLANTING LABELS AFTER FINAL ACCEPTANCE B< LAN'SCAPE
ARCHITECT
4REFER TO PLANTING SPECIFICATIONS FOR FULL 'ESCRIPTION OF INSTALLATION
PROCE'URES TO BE FOLLO:E'
3 3 35
4
ST
COCO
CO
COCO
TRANS
W. 44TH AVE.
N
G
R
A
Y
S
T
1"DR
A1
1"DR
A2
1"
1"
1"
R
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
22031
02.21.2024
DZ
DZ
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
As Shown
LANDSCAPE ARCHITECTURE
PLANNING
5856 S LOWELL BLVD, UNIT32 #260
LITTLETON, CO 80123
303.883.3278
of 12
205
N
0 10
SCALE: 1"=10'-0"
IRRIGATION PLAN
IRRIGATION PLAN
5
EXTEND TWO SPARE CONTROL WIRES WITH COMMON FROM CONTROLLER
"A" TO INDICATED LOCATION. STUB WIRES IN VALVE BOX CONTAINING
QUICK COUPLING VALVE.
Know what's below
before you dig.Call
R
IRRIGATION DESIGN
LINE SIZE
LINE SIZE
XCZ-100-PRB-LC
3/4" I.D.
SCHEDULE 40 SOLVENT WELD
PRO-C SERIES
SCHEDULE 40 SOLVENT WELD
GPM
FEBCO
RAIN BIRD
HUNTER
RAIN BIRD
CENTENNIAL PLASTICS
CONTROL VALVE SIZE
CONTROLLER & STATION NO.
DRIP VALVE ASSEMBLY
DRIP LINE BLOW-OUT STUB
ELECTRIC CONTROLLER
QUICK COUPLING VALVE
BACKFLOW PREVENTER
PVC MAINLINE
860 - 3/4" DIA.
44 LRC
POLY DRIP TUBING
PVC SLEEVING
GATE VALVE
2
1
11
7
4
9
MODEL NO.SYMBOL MANUFACTURER DESCRIPTION DETAIL NO.COMMENTS
TIE ONTO 3/4" COPPER IRRIGATION STUB-OUT AT INDICATED LOCATION. INSTALL 3/4"
REDUCED PRESSURE BACKFLOW PREVENTER, 3/4" INVERTED BOILER DRAIN AND
EXTEND 3/4" K COPPER AT 18"-24" DEPTH AS SHOWN. COORDINATE INSTALLATION
OF COPPER PIPING WITH CONSTRUCTION OF BUILDING FOUNDATION AND/OR
FLOORING SO THAT NO COPPER PIPING IS VISIBLE ON BUILDING EXTERIOR.
WITHIN LANDSCAPE AREA INSTALL ONE 3/4" MANUAL DRAIN VALVE, ONE 1" GATE
VALVE, ONE QUICK COUPLING VALVE, ONE 1" MASTER VALVE AND EXTEND
SCHEDULE 40 PVC MAINLINE AS SHOWN. WORK SHALL CONFORM TO LOCAL CODE.
FEES AND PERMITS ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY
CONTRACTOR. FINAL LOCATION OF BACKFLOW PREVENTER SHALL BE REVIEWED
AND APPROVED BY OWNER'S REPRESENTATIVE PRIOR TO START OF WORK.
WALL MOUNT ONE HUNTER PRO-C SERIES 4 STATION CONTROLLER AT INDICATED
LOCATION. 120 VOLT ELECTRICAL POWER IS AVAILABLE WITHIN 20 L.F. OF
CONTROLLER LOCATION. ELECTRICAL POWER AND CONNECTION TO CONTROLLER
IS BY CONTRACTOR WITH WORK CONFORMING TO LOCAL CODE. FEES AND PERMITS
ASSOCIATED WITH WORK ARE TO BE OBTAINED AND PAID BY CONTRACTOR. FINAL
LOCATION OF CONTROLLER SHALL BE REVIEWED AND APPROVED BY OWNER'S
REPRESENTATIVE PRIOR TO INSTALLATION.
WRF-CLIKHUNTER WIRELESS RAIN/FREEZE SENSOR 10R
PEB SERIES - 1" DIA.RAIN BIRD MASTER VALVE 6
12
3
3/4" DIA.MANUAL DRAIN VALVE 8
TLCV-06-18RAIN BIRD IN-LINE DRIP TREE RING 5
SLOPE COPPER PIPING AT 1%
MIN. DOWN TO DRAIN VALVE
1" PVC IRRIG. WIRE CONDUIT
RAIN/FREEZE SENSOR - MOUNT AT
TOP OF WALL
18" DEPTH
3/4" K COPPER PIPING AT 18" MIN.
MIN. DEPTH
5
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
22031
02.21.2024
DZ
DZ
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
As Shown
LANDSCAPE ARCHITECTURE
PLANNING
5856 S LOWELL BLVD, UNIT32 #260
LITTLETON, CO 80123
303.883.3278
of 12
CONTRACTOR SHALL FIELD VERIFY PRESSURE AT BACKFLOW PREVENTER LOCATION
FOR EACH TAP PRIOR TO ORDERING MATERIALS OR STARTING ANY IRRIGATION
INSTALLATION AND NOTIFY CONSULTANT OF ANY DIFFERENCES FROM STATED
PRESSURE. IF CONTRACTOR FAILS TO NOTIFY CONSULTANT HE ASSUMES FULL
RESPONSIBILITY FOR ANY SYSTEM ALTERATIONS. SYSTEM HAS BEEN DESIGNED
FOR A STATIC PRESSURE OF 80-90 PSI (PER DENVER WATER).
REFER TO IRRIGATION TECHNICAL SPECIFICATIONS FOR PLANTING AND IRRIGATION
LAY-OUT REQUIREMENTS, COORDINATION AND PRIORITIES.
VALVE BOXES SHALL BE LOCATED 36" MINIMUM FROM CENTERLINE OF ALL SWALES, 24"
MINIMUM FROM EDGES OF ALL WALKS, CURBS, DRIVES AND OTHER HARD SURFACE
AREAS.
SEPARATE SLEEVE. IRRIGATION WIRE BUNDLE SHALL BE ROUTED IN SEPARATE
CONTRACTOR SHALL REPAIR OF REPLACE ANY EXISTING IRRIGATION EQUIPMENT,
TURF, PLANT MATERIAL OR SITE FEATURES DAMAGED DURING NEW INSTALLATION.
REPLACEMENT OR REPAIR OF DAMAGED EQUIPMENT OR MATERIAL SHALL BE
DETERMINED BY THE OWNER AND THE CONSULTANT.
REFER TO PLANTING PLAN FOR EXACT TREE LOCATIONS AND QUANTITIES, TREES
SHOWN ON IRRIGATION PLANS ARE APPROXIMATE.
CONTRACTOR SHALL COORDINATE INSTALLATION OF SLEEVING WITH INSTALLATION
OF CONCRETE FLATWORK AND PAVING. ALL SLEEVING IS BY CONTRACTOR UNLESS
OTHERWISE NOTED. UNLESS NOTED OTHERWISE ON IRRIGATION PLANS INSTALL
SLEEVING BASED ON SLEEVE SIZING GUIDE BELOW:
NOTE: EACH LENGTH OF SLEEVED PIPE SHOWN SHALL BE ROUTED THROUGH
SLEEVE/CONDUIT WITHOUT IRRIGATION PIPING
PIPE SIZE OR WIRE QUANTITY
TAP LOCATION/NUMBER
8.
7.
5.
6.
4.
1-25 CONTROL WIRES
3/4" - 1" PIPING
1
1-2" PVC SLEEVE
55 PSI
REQUIRED PRESSURE
REQUIRED SLEEVE
1-2" PVC SLEEVE
REFER TO TECHNICAL SPECIFICATIONS AND CONSTRUCTION DETAILS FOR
INSTALLATION PROCEDURES.
ALL BASE INFORMATION HAS BEEN TAKEN FROM DRAWINGS PREPARED BY SEVEN 29
DESIGN.
1.
3.
2.
CONTRACTOR IS RESPONSIBLE TO WINTERIZE THE IRRIGATION SYSTEM IN THE FALL OF THE
YEAR IN WHICH THE IRRIGATION & LANDSCAPE WAS ACCEPTED. CONTRACTOR SHALL ALSO
PERFORM SYSTEM START-UP IN APRIL OF THE FOLLOWING SPRING.
ALL IRRIGATION WIRE SHALL BE #14 AWG UFUL WIRE WITH SINGLE, SOLID COPPER
CONDUCTOR AND POLYETHYLENE INSULATION (MULTI-CONDUCTOR WIRE IS NOT
ACCEPTABLE).
WIRE COLORS SHALL BE: CONTROL WIRES - RED, COMMON WIRE - WHITE, SPARE
WIRES - BLACK,
MASTER VALVE - BLUE.
WATERTIGHT WIRE SPLICES SHALL BE MADE WITH 3M CO. DBR/Y-6 SPLICE KITS.
10.
ALL VALVE BOXES SHALL BE MANUFACTURED BY CARSON INDUSTRIES. MODELS
SHALL BE AS FOLLOWS:
#910-10: QUICK COUPLING VALVES, DRIP LINE BLOW-OUT STUBS, GATE VALVES, DRAIN
VALVES.
#1220-12: DRIP VALVES ASSEMBLIES, FLOW SENSOR, MASTER VALVE
BOXES AND LIDS SHALL BE GREEN.
CONTRACTOR SHALL WARRANTY ALL WORK (MATERIALS, EQUIPMENT AND
WORKMANSHIP) FOR A ONE YEAR PERIOD FOLLOWING FINAL ACCEPTANCE OF
LANDSCAPE AND IRRIGATION BY OWNER.
12.
9.
11.
INSTALL ASSEMBLY TO REST ON GRAVEL SUMP. CONTAIN ENTIRE ASSEMBLY WITHIN BOX.
NO VALVE BOX EXTENSIONS WILL BE ACCEPTED
PROVIDE 2" MIN. CLEARANCE BETWEEN TOP OF FILTER AND BOTTOM OF BOX LID
TOP OF VALVE BOX TO BE FLUSH WITH FINISH GRADE
NOTE:
STAINLESS STEEL WORM GEAR CLAMP & 1" INSxMIPT ADAPTER
RAIN BIRD 1" PEB CONTROL VALVE
1" POLYETHYLENE DRIP SUPPLY PIPING TO FIRST TEE LOCATION
RAIN BIRD 1" PRB100 BASKET FILTER W/ 200 MESH SCREEN
VALVE BOX SHALL NOT REST ON DRIP TUBING/PIPING
DUCTILE IRON, GASKETED FITTING - REFER
SERVICE TEE - SOLVENT WELD PVC OR
1" SCH. 80 PVC NIPPLE - LENGTH AS
3/4" WASHED RIVER ROCK SUMP - FILL BOX TO
CONTROL WIRE BUNDLE
REQUIRED
TO SPECIFICATIONS
CENTER BOX OVER ASSEMBLY
AND COMMON WIRING WITHIN VALVE BOX (RE: SPECS.)
PROVIDE 12" CONTINUOUS COILS OF ALL SPARE CONTROL
& STATION NUMBER. REFER TO TECHNICAL SPECIFICATIONS.
RECTANGULAR VALVE BOX. BRAND BOX LID WITH CONTROLLER
FINISH GRADE
1" SCH. 40 PVC BALL VALVE (FxF) W/ TWO 1"x2" SCH. 80 PVC
NIPPLES
BOTTOM OF ASSEMBLY
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
1" SCH. 40 FxF COUPLING AND INSERTxMIPT ADAPTER
ADAPTER OUTSIDE OF VALVE BOX.
LENGTH IN BOX TO EXTEND HOSE
3/4" DRIP TUBING - COIL SUFFICIENT
3/4" WASHED RIVER ROCK SUMP (1 CU. FT.)
WITH CAP
COMPRESSION (OR INSERT) FITTING
TO TECHNICAL SPECIFICATIONS.
"DB" INTO VALVE BOX LID. REFER
10" ROUND VALVE BOX - BRAND
FINISH GRADE
INDICATOR AND SWING PIPE
6" HUNTER ECO-ID OPERATIONAL
COMPRESSION-TYPE OR INSERT TEE
(W/ CLAMPS)
DEFLECT TUBING TO PERMIT ENTRY THROUGH
THROUGH BOTTOM OF VALVE BOX.
PLAN
POLY DRIP TUBING - FROM VALVE
INSERT FITTING WITH S.S. CLAMPS (TWO CLAMPS
DRIPPERLINE WITH IN-LINE 0.6 GPH EMITTERS
AT 18" O.C. (NETAFIM TLCV-06-18) - INSTALL
12-18 "
PER JOINT)
ON SOIL SURFACE STAKED AT 48" INTERVALS
EDGE OF ROOTBALL
RAIN BIRD XQ POLY MICRO-TUBING (5 FT. MAX. LENGTH)
RAIN BIRD XB SERIES DRIP EMITTER - REFER TO
CHART PER TREE
1 1/2" CALIPER TREE
2" CALIPER TREE
2 1/2" CALIPER TREE
6 FT. CONIFEROUS TREE
8 FT. CONIFEROUS TREE
1.0 GPH
1.0 GPH
1.0 GPH
1.0 GPH
1.0 GPH
FOUR EACH
SIX EACH
SIX EACH
FOUR EACH
THREE EACH
EMITTER - ALL EMITTERS TO CONTACT
-REFER TO NOTES FOR
PLAN
MULCH - RE: LANDSCAPE
PLANTING BACKFILL MATERIAL
EMITTER QUANTITY AND MODEL #
PLANT ROOTBALL
TUBING ANCHOR STAKE @ 7 FT. INTERVALS
POLY DRIP TUBING
WEED BARRIER FABRIC - WHERE
PLANT MATERIAL
EMITTER
ROOTBALL
NOTE:
SECTION
IF PLANTING ON A 4:1 SLOPE OR GREATER, INSTALL EMITTERS ON UPHILL
FLUSH ALL LINES THOROUGHLY PRIOR TO EMITTER INSTALLATION.
INSTALL EMITTERS ON OPPOSING SIDES OF ROOTBALL.
SIDE OF ROOTBALL.
INSTALL TWO 1/2 GPH EMITTERS PER 5 GAL. SHRUB, ONE 1/2 GPH EMITTER PER 1 GAL. PLANT
APPLICABLE
1/4" BARBED TEE (RAIN BIRD XBF3TEE OR EQUAL)
MICRO-TUBE STAKE (RAIN BIRD TS-025)
1/4" POLYETHYLENE MICRO-TUBING
1/4" MICRO-TUBING
1/4" TUBING STAKE
ASSEMBLY.
NOTE: CENTER BOX OVER VALVE
BOTTOM OF VALVE AND PIPING
3/4" WASHED RIVER ROCK SUMP - ADD TO
RECTANGULAR VALVE BOX WITH
EXTENSION - BRAND "MV" INTO
VALVE BOX LID. REFER TO
TECHNICAL SPECIFICATIONS.
DIAMETER
FOR MANUFACTURER, MODEL # AND
REFER TO EQUIPMENT SCHEDULE
ELECTRIC MASTER CONTROL VALVE
FINISH GRADE
PRESSURE MAINLINE
SLIPxMIPT SCH. 40 PVC ADAPTER (2)
#14 AWG UFUL WIRES (MASTER VALVE
SOLENOID) - ONE BLUE, ONE GREEN -
EXTEND TO CONTROLLER - (RE: IRRIG.
36" COIL #14 AWG UFUL WIRING (SPAREMASTER VALVE WIRE) - BROWN.
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
WATERPROOF WIRE SPLICE KIT - RE: SPECS
VALVE BOX. REFER TO
BRAND "GV" ON LID OF
3"
GATE VALVE W/ CROSS HANDLE
PVC PRESSURE MAINLINE
PRESSURE MAINLINE
AND CONTACT TOP OF
BOTTOM TO BE NOTCHED
6" CLASS 160 PVC SLEEVE
10" ROUND VALVE BOX
SCH. 40 PVC MALE ADAPTER (2) - SIZE
TECHNICAL SPECIFICATIONS.
FINISH GRADE
TO EQUAL GATE VALVE DIAMETER
2"
OF 6" PVC ACCESS SLEEVE
FILL BOX TO WITHIN 2" OF TOP
3/4" WASHED RIVER ROCK SUMP -
UNDISTURBED SOIL
AND SOLID WEDGE DISC
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
IRRIGATION DETAILS
6 6
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
22031
02.21.2024
DZ
DZ
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
As Shown
LANDSCAPE ARCHITECTURE
PLANNING
5856 S LOWELL BLVD, UNIT32 #260
LITTLETON, CO 80123
303.883.3278
of 12
IRRIGATION DETAILS
7
1" BRASS NIPPLE
LENGTH AS REQUIRED
3" OF BOTTOM OF QCV LID
SPECIFICATIONS.
LID. REFER TO TECHNICAL
BRAND "QC" INTO VALVE BOX
10" ROUND VALVE BOX
QUICK COUPLING VALVE
SUMP - FILL BOX TO WITHIN
3/4" WASHED RIVER ROCK
FINISH GRADE
3
3"
SOLVENT WELD OR GASKETED FITTING
REFER TO SPECIFICATIONS
PRESSURE MAINLINE SERVICE TEE -
1-1"x3" SCH.80 PVC NIPPLE
1" SCH.80 PVC FIPxFIP 90 ELL
1"x12" SCH.80 PVC NIPPLE
1" BRASS FIPxFIP 90 ELL
1" SCH.80 PVC FIPxFIP
1-1x3" SCH.80 PVC NIPPLE
90 ELL
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
PVC PRESSURE MAINLINE
SEE TECHNICAL SPECIFICATIONS
3/4" WASHED RIVER ROCK SUMP
3/4"x4" PVC NIPPLE SCH. 80
3/4" MxF SCH.40 PVC 90 ELL
SOIL BLANKET COVERING SUMP
3/4" BRASS BALL CURB VALVE W/ SLOT-TYPE OPERATOR
FOR SUMP SIZE
4"
FINISH GRADE
3/4"x6" BRASS NIPPLE - LENGTH AS REQUIRED
3/4"xCL PVC NIPPLE SCH. 80 (2)
3/4" FxF SCH.80 PVC 90 ELL (2)
2" CL200 PVC ACCESS SLEEVE -
3/4" WASHED RIVER ROCK SUMP
TECHNICAL SPECIFICATIONS
THE LETTER "D" IN LID- REFER TO
10" ROUND VALVE BOX - BRAND
LENGTH AS REQUIRED
1 CU. FT.
2" VALVE MARKER
TO PROVIDE ADEQUATE CLEARANCE OF MAIN PIPING
(SPEARS BLUE 75 OR EQUAL)
PETROLEUM DISTILLATES TO ALL MALE-THREADED FITTINGS
APPLY NON-HARDENING THREAD SEALANT CONTAINING NO
A.Y. McDONALD 76101 SERIES
TOP OF SENSOR TO BE ABOVE GUTTER
WITHIN CONTROLLER PEDESTAL
NOTE: MOUNT RAIN SENSOR RECEIVER
SECURE BRACKET VIA WOOD SCREWS OR SIMILAR
HUNTER ADJUSTABLE LENGTH MOUNTING
HUNTER WIRELESS RAIN/FREEZE-CLIK -
BUILDING EAVE, FENCE POST, ETC.
AND/OR ANY OBSTRUCTIONS
ARM
FINAL LOCATION OF SENSOR SHALL BE
APPROVED BY OWNER PRIOR TO
INSTALLATION.
2" TYPE "L" RIGID COPPER TUBING
SECURE BACKFLOW PREVENTER ASSEMBLY
FASTEN TUBING TO FINISH FLOOR @ 18" 0.C.
AND COPPER TUBING TO WALL VIA UNI-STRUT
CHANNEL AND COPPER FASTENERS AT 6 FT. O.C.
DISCHARGE BACKFLOW PREVENTER DRAIN INTO
FINISH FLOOR
FLOOR DRAIN
FEBCO 860 REDUCED PRESSURE BACKFLOW
TYPE "K" RIGID COPPER TO SOFT AREA
3/4" I.P. MALE BRASS BOILER DRAIN
PREVENTER
FLOW FEBCO 601 AIR GAP DRAIN
W/ WHEEL HANDLE
CxCxF TEE
CxM ADAPTER - LINE SIZE
WATER METER UPSTREAM OF ANY PRESSURE
COLD WATER SERVICE LINE DOWNSTREAM OF
TYPE "K" RIGID COPPER - CONNECT TO BUILDING
REDUCING VALVES OR OTHER BUILDING SERVICE
EQUIPMENT
12" MIN.
18"
BACKFILL MATERIAL (TYPICAL)
CONTROL WIRES
PVC MAINLINE
FINISH GRADE
REFER TO TECHNICAL SPECIFICATIONS
AND FOUNDATION
COORDINATE INSTALLATION OF CONDUIT WITH CONSTRUCTION OF FLOOR
18"
FINISH GRADE
ELECTRIC CONTROLLER
SECURE CONDUIT TO INTERIOR WALL @
SECURE CONTROLLER TO WALL
WITH ANCHOR BOLTS
60" MAX.
54" MIN.
PVC CONDUIT W/ SWEEP ELL (TYP.
UNDERGROUND LOCATIONS)
RING
EMT MALE ADAPTER W/ WASHER & LOCK
EMT CONDUIT - SIZE TO ACCOMMODATE
CONTROL WIRE QUANTITY
24" 0.C.
FINISH FLOOR
EMT MALE ADAPTER & PVC FEMALE ADAPTER
18" MIN.
J-BOX (120 VOLT ELECTRICAL)
120 VOLT ELECTRICAL CONDUIT
120 VOLT ELECTRICAL WIRING SHALL NOT BE ROUTED THROUGH IRRIGATION WIRE
CONDUIT
CONDUIT(S) SHALL BE CONTINUOUS.
IRRIGATION CONTROL WIRE CONDUIT(S) SHALL TERMINATE WITHIN LANDSCAPE AREA.
NOTES:
7
TRASH
CONTAINER
(BY OWNER)
SL
O
P
E
1
/
8
"
P
E
R
F
T
.
8"11' - 4"8"
8"
9'
-
4
"
8"
1'
-
0
"
10
'
-
8
"
0"
+1"
6" DIAMETER X 4' HIGH
CONCRETE-FILLED PIPE
BOLLARD. (TYP. OF 5)
6" REINFORCED
CONCRETE WITH #4S
AT 12" O.C. EACH WAY
6" REINFORCED CONCRETE
APRON WITH #4S AT 12" O.C.
EACH WAY
TRASH ENCLOSURE GATES
TO BE 1 1/2" STEEL DECKING
WELDED TO 1 3/4" X 1 3/4" X
1/4" STEEL ANGLE FRAMING.
PAINT, EPT-1
1' - 6"1' - 6"4' - 2"4' - 2"
3"3"
2"4"
4" X 4" X 1/4" STEEL POST
EMBEDDED 2'-0" MIN. IN TO
CONCRETE FOOTING. WELD
PLATE ON TOP, MAKE
WATER-TIGHT AND PAINT
EPT-1
CMU WITH
CONCAVE
TOOLED
JOINTS
8
7
1' - 4"10' - 0"1' - 4"
12' - 8"
4"2"9' - 0"
APPLIED STONE-LOOK
FINISH OVER CMU
STRUCTURE.
APPLIED STONE LOOK
FINISH OVER CMU WALL TO
MATCH BUILDING
SOLID CMU WALL CAP WITH
CHAMFERED EDGES
6'
-
8
"
4"
7'
-
0
"
6" DIAMETER X 4' HIGH
CONCRETE-FILLED PIPE
BOLLARD. (TYP. OF 5)
TRASH ENCLOSURE GATES
TO BE 1 1/2" STEEL DECKING
WELDED TO 1 3/4" X 1 3/4" X
1/4" STEEL ANGLE FRAMING.
PAINT EPT-1.
4" X 4" X 1/4" STEEL POST
EMBEDDED 2'-0" MIN. IN TO
CONCRETE FOOTING. WELD
PLATE ON TOP, MAKE
WATER-TIGHT AND PAINT
EPT-1.
6'
-
6
"
12' - 8"
NOTE: PAINT ALL EXPOSED STEEL
1/2" DIA x 24" CANE BOLT
1 1/4" GATE PULLS
HASP LOCK
HORIZONTAL REINFORCING
8" CMU WITH STEEL
REINFORCING AND GROUT
NOTE: GROUT SOLID ALL
MASONRY COURSES
BELOW GRADE
APPLY 2 COATS OF
WATERPROOFING
COATING TO ALL
EXPOSED CMU AND
CMU GROUT JOINTS
4X NOM. SOLID CMU WALL
CAP WITH CHAMFERED
EDGES
8" KNOCK-OUT,
REINFORCED BOND BEAM
4"
CONCRETE FOUNDATION &
REINFORCING, RE:
STRUCTURAL
7'
-
0
"
CONCRETE SLAB.
RE: CIVIL
APPLIED STONE-LOOK
FINISH OVER CMU
STRUCTURE.
WELD HINGE TO
POST AND GATE
EMBED STEEL POST IN
CONCRETE FOUNDATION
2' DEPTH MIN.
2"4"
3
5
/
8
"
VERTICAL REINFORCING
PER STRUCTURAL
DRAWINGS
GROUT CELLS SOLID
GATE ASSEMBLY AS
IDENTIFIED
ALIGN
AL
I
G
N
6" DIAMETER CONCRETE-
FILLED PIPE BOLLARD.
7'
-
0
"
APPLIED STONE LOOK
FINISH OVER CMU WALL TO
MATCH BUILDING
SOLID CMU WALL CAP WITH
CHAMFERED EDGES
6'
-
8
"
4"
10' - 8"
4
8
7'
-
0
"
APPLIED STONE LOOK
FINISH OVER CMU WALL TO
MATCH BUILDING
SOLID CMU WALL CAP WITH
CHAMFERED EDGES
4
8
6'
-
8
"
4"
12' - 8"
4'
-
0
"
3'
-
6
"
2'
-
0
"
1'
-
6
"
6" DIA. PAINTED STEEL PIPE
x 6'-0" FILL w/ CONCRETE
AND MOUND TOP
2 -10" #5 BARS WELDED
TO SIDE OF PIPE
16" DIA x 3'-6" DEEP
CONCRETE BASE
COAT ALL EXPOSED STEEL
w/ ASPHALTIC PAINT PRIOR
TO SETTING IN CONCRETE
ACCESSIBLE
PARKING SIGN
4" WIDE WHITE
PAINTED
STRIPE. TYPICAL
4" WIDE WHITE
PAINTED CROSS
STRIPES AT 24" O.C.
UNIVERSAL
ACCESSIBILITY
SYMBOL. PAINT
WITH 4" WIDE
STRIPING
11' - 0"
5' - 0"
13'-0"
PRE-CAST CONCRETE
WHEEL STOP
RESERVED
PARKING
ACCESSIBLE
VAN
FINISH GRADE
CONCRETE FOOTING
WHITE LETTERING
WHITE BORDER,
SYMBOL AND
LETTERING
BLUE FIELD COLOR
NO. 15090 IN FEDERAL
STANDARD 599B
REFLECTORIZED SIGN
CONSTRUCTED OF
PORCELAIN STEEL WITH
BEADED TEXT OR
EQUAL
2" DIA GALVANIZED PIPE
SET IN CONCRETE 18"
BELOW GRADE
BLUE FIELD COLOR
NO. 15090 IN FEDERAL
STANDARD 599B
12"
6
"
2
"
1
'
-
6
"
6
'
-
0
"
2
'
-
0
"
6
"
12"
CLEARANCE _'-_"
PAYSTATION KIOSK BEHIND,
BY OWNER
CLEARANCE BAR POST, PAINT
WHITE
CLEARANCE SIGN, BY OWNER.
HANGING CHAIN
TOP RAIL, PAINT
WHITE
LIGHT FIXTURE
AND LIGHT POLE
RAISED CONCRETE
ISLAND
RE
:
E
L
E
C
T
R
I
C
A
L
3'
-
0
"
10
8
"
LIGHTPOLE
PAYSTATION
10
8
"
CLEARANCE SIGN
PLACED INTO CONCRETE
WITH BASE AT FINISHED
FLOOR
6"
AMP
NOTE:
COORDINATE SET BOLTS AND CONDUITS
WITH CARWASH EQUIPMENT VENDOR &
OWNER BEFORE ISLAND INFILL CONCRETE IS
POURED.
** MOUNTING SURFACE
MUST BE FLAT AND LEVEL
PAYSTATION KIOSK,
BY OWNER
36
"
CLEARANCE SIGN
24"18"
PAYSTATION MOUNTING SURFACE
TO BE FLAT AND LEVEL
LIGHT FIXTURE
ANCHOR PLATE
16
"
2"
AMP BASE
6"
CONCRETE BASE,
RE: STRUCTURAL
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
C:
\
U
s
e
r
s
\
c
l
t
i
d
w
e
l
l
\
D
o
c
u
m
e
n
t
s
\
2
2
0
2
.
5
8
A
u
t
o
w
a
s
h
L
a
k
e
s
i
de
_
C
E
N
T
R
A
L
_
c
l
t
i
d
w
e
l
l
.
r
v
t
3
/
1
5
/
2
0
2
4
1
:
2
8
:
5
7
P
M
As indicated
SITE DETAILS
2202.58
8
3/11/2024
CLT
MBB
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
1/4" = 1'-0"8
TRASH ENCLOSURE PLAN - CMU
1
1/4" = 1'-0"8
TRASH ENCLOSURE FRONT ELEVATION - CMU
2
3/8" = 1'-0"8
ENCLOSURE WALL SECTION4
1 1/2" = 1'-0"8
TRASH ENCLOSURE GATE DETAIL - CMU
5
1/4" = 1'-0"8
TRASH ENCLOSURE SIDE ELEVATION - CMU
3
1/4" = 1'-0"8
TRASH ENCLOSURE REAR ELEVATION - CMU
6
1/2" = 1'-0"8
PIPE BOLLARD7
1/2" = 1'-0"8
ACCESSIBLE PARKING SIGN8
1/8" = 1'-0"8
ACCESSIBLE PARKING STALL - WIDE
9
3/8" = 1'-0"8
DTL-AUTOPAY ELEVATION-APPROACH11
3/8" = 1'-0"8
DTL-AUTOPAY ELEVATION-FRONT12
3/8" = 1'-0"8
DTL-AUTOPAY PLAN13
FLOOR
0"
PARAPET-03
30' - 0"
05.315
09.610
04.411
08.132
05.872
05.410
05.311
09.620
08.211
10.122
4'
-
0
"
8'
-
0
"
8'
-
8
"
10
'
-
0
"
10'-0"10'-0"10'-0"10'-0"
81'-4"
32'-0"17'-4"32'-0"
TYP.
3'-0" OVERHANG
FLOOR
0"
PARAPET-03
30' - 0"
8'
-
8
"
8'
-
0
"
4'
-
0
"
04.411
05.315
09.610
05.872
05.410
08.132
08.211
09.62005.311
10
'
-
0
"
32'-0"17'-4"32'-0"
81'-4"
TYP.
3'-0" OVERHANG
FLOOR
0"
PARAPET-03
30' - 0"
8'
-
8
"
8'
-
0
"
4'
-
0
"
04.411
05.315
05.872
10.122
05.410
19'-7"40'-8"27'-9"
08.212
14'-0"14'-0"
TYP.
3'-0" OVERHANG
05.801
09.610
09.620
8'
-
0
"
88'-0" BUILD-TO FRONTAGE
FLOOR
0"
PARAPET-03
30' - 0"
05.311
05.311
04.411
05.315
09.610
05.872
09.620
05.410
8'
-
8
"
8'
-
0
"
4'
-
0
"
54'-0"
4'-0"40'-8"9'-4"
05.801
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
C:
\
U
s
e
r
s
\
c
l
t
i
d
w
e
l
l
\
D
o
c
u
m
e
n
t
s
\
2
2
0
2
.
5
8
A
u
t
o
w
a
s
h
L
a
k
e
s
i
de
_
C
E
N
T
R
A
L
_
c
l
t
i
d
w
e
l
l
.
r
v
t
3
/
1
5
/
2
0
2
4
1
:
2
9
:
0
3
P
M
1/8" = 1'-0"
BUILDING
ELEVATIONS
2202.58
9
3/11/2024
CLT
MBB
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
1/8" = 1'-0"9
NORTH ELEVATION1
1/8" = 1'-0"9
SOUTH ELEVATION4
1/8" = 1'-0"9
EAST ELEVATION2
1/8" = 1'-0"9
WEST ELEVATION3
KEYNOTES
VALUE KEYNOTE TEXT
04.411 FAUX BRICK PANEL, RUNNING BOND, BR-1
05.311 VERTICAL METAL WALL PANELS, MP-1
05.315 HORIZONTAL METAL WALL PANELS, MP-2
05.410 PRE-FINISHED METAL COPING OVER PARAPET WALL
05.801 PERFORATED METAL SCREEN WALL, RE: SITE DETAILS.
05.872 AWNING, WITH METAL PANEL, RE: STRUCTURAL.
08.132 PRE-FINISHED ALUMINUM / POLYCARBONATE SECTIONAL ROLL-UP
DOOR.
08.211 EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM WITH 1"
POLYCARBONATE PANEL, SF-1
08.212 EXTERIOR ALUMINUM STOREFRONT WINDOW SYSTEM WITH SPANDREL
PANEL, SF-2.
09.610 PANELIZED STUCCO SYSTEM, ST-1
09.620 PANELIZED STUCCO SYSTEM, ST-2
10.122 BUILDING SIGNAGE, UNDER SEPERATE PERMIT.
EXTERIOR FINISH SCHEDULE
MARK DESCRIPTION MFR MODEL/COLOR REMARKS
MISC
SF-1 STOREFRONT
ASSEMBLY
KAWNEER 451T, TERRA COTTA WITH
POLYCARBONATE
GLAZING
SF-2 VENEER
STOREFRONT
WITH SPANDREL
GLAZING
KAWNEER
& VIRACON
450 (2.25" DEPTH & 2"
SIGHTLINE) / TERRA
COTTA, V957 "SUBDUED
GRAY"
W/ SPANDREL
PANEL
ROOF
MR-1 METAL ROOF
PANEL
METAL
SALES
PBR, TERRA COTTA METAL ROOFING
AND AWNINGS
WALL
EPT-1 PAINT SHERWIN
WILLIAMS
TO MATCH MR-1 TERRA
COTTA
MP-1 ARCHITECTURAL
METAL PANEL
METAL
SALES
T-10 A, METALLIC SILVER VERTICAL
ORIENTATION
MP-2 ARCHITECTURAL
METAL PANEL
METAL
SALES
TLC-1, REGAL BLUE HORIZONTAL
ORIENTATION
MTL-1 METAL SCREEN
WALL
H&H
METALS
CLEAR ANODIZED
ALUMINUM
FRAME AND MESH
SCREEN PANELS
ST-1 PANELIZED
STUCCO FINISH
URESTONE STUCCO CLAD, HALF
PATTERN, COLOR TO
MATCH SHERWIN
WILLIAMS SW7066 GRAY
MATTERS
ST-2 PANELIZED
STUCCO FINISH
URESTONE STUCCO CLAD, HALF
PATTERN, COLOR TO
MATCH SHERWIN
WILLIAMS SW6524
COMMODORE
STN-1 URESTONE
LEDGESTONE
URESTONE LEDGESTONE WAINSCOT,
CASCADE CANYON
FINISH
WAINSCOT AT
MAIN BODY
BUILDING MATERIALS SUMMARY
GROUND FLOOR TRANSPARENCY
NORTH ELEVATION 40% MIN (32.6 LF) 49.1% (40 LF)
REQUIRED PROPOSED
REQUIRED PROPOSED
SECONDARY MATERIAL (METAL PANEL)
NORTH ELEVATION 40% MAX 24.3% (442 SF)
EAST ELEVATION 40% MAX 38.1% (328 SF)
SOUTH ELEVATION 40% MAX 24.3% (442 SF)
WEST ELEVATION 40% MAX 38.1% (328 SF)
EAST ELEVATION 25% MIN (10.3 LF) 68.3% (28 LF)
M
TRANS
X
X X X X X X X X X
WEST 44TH AVENUE
GR
A
Y
S
T
R
E
E
T
PROPOSED
BUILDING
PB PB
AA AA AA
BB
BB
BB
BB BB BB BB BB BB BB
BB
BB BB BB BB BB BB BB BB
BB
BB
BB
CC
CC
DDDD
AA
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 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2
0.0 0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.5 0.5 0.5 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.2
0.0 0.0 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0.6 0.5 0.5 0.5 0.4 0.4 0.4 0.3
0.0 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.8 0.8 0.8 0.8 0.9 0.9 1.0 1.0 1.1 1.1 1.0 0.9 0.8 0.7 0.7 0.6 0.6 0.5 0.4 0.4
0.0 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.5 0.8 0.9 1.0 1.2 1.3 1.2 1.2 1.1 1.2 1.3 1.5 1.5 1.5 1.6 1.5 1.3 1.1 1.0 0.9 0.8 0.7 0.6 0.5 0.5
0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.4 0.4 0.7 1.1 1.2 1.4 1.7 1.8 1.7 1.6 1.5 1.5 1.8 2.0 1.9 2.0 2.1 2.0 1.7 1.4 1.2 1.1 1.0 0.8 0.7 0.6 0.5
0.1 0.1 0.1 0.1 0.2 0.3 0.4 0.5 0.5 0.6 1.0 1.6 1.6 1.8 2.4 2.4 2.2 2.0 2.0 1.9 2.3 2.5 2.4 2.5 2.8 2.5 2.1 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.5
0.1 0.1 0.1 0.2 0.2 0.3 0.5 0.6 0.7 0.8 1.3 2.1 2.0 2.3 3.2 3.1 2.8 2.6 2.4 2.3 2.8 3.2 2.8 3.0 3.5 3.0 2.3 2.1 1.7 1.4 1.2 1.0 0.8 0.7 0.5
0.1 0.1 0.1 0.2 0.3 0.4 0.6 0.9 1.0 1.1 1.6 2.7 2.4 2.9 4.0 3.7 3.4 3.2 2.9 2.7 3.3 3.8 3.3 3.7 4.2 3.4 2.9 2.4 1.9 1.5 1.2 1.0 0.8 0.7 0.5
0.1 0.1 0.1 0.2 0.3 0.5 0.8 1.1 1.4 1.7 2.3 3.3 2.9 3.6 4.8 4.1 4.0 3.8 3.5 3.4 4.1 4.5 4.1 4.5 4.8 3.7 3.3 2.6 2.0 1.6 1.3 1.0 0.8 0.7 0.6
0.1 0.1 0.1 0.2 0.3 0.6 1.0 1.3 1.8 2.3 3.2 3.6 3.6 4.6 5.6 4.7 4.6 4.5 4.4 4.4 5.3 5.2 5.0 5.5 5.3 4.1 3.5 2.9 2.2 1.7 1.4 1.1 0.9 0.7 0.6
0.1 0.1 0.2 0.2 0.4 0.7 1.1 1.6 1.4 3.1 4.1 3.5 4.3 5.7 6.4 5.3 5.5 5.3 5.2 5.4 6.4 6.1 6.0 6.8 6.0 4.5 3.8 3.3 2.5 1.9 1.5 1.2 0.9 0.7 0.6
0.1 0.1 0.2 0.2 0.4 0.8 1.3 1.8 1.9 3.8 4.8 4.1 3.8 6.7 7.4 6.3 6.3 5.8 4.4 4.0 7.1 5.9 5.5 7.8 6.9 5.4 4.6 3.8 2.8 2.0 1.5 1.2 1.0 0.8 0.6
0.1 0.1 0.2 0.3 0.5 0.9 1.6 2.2 3.1 4.5 5.3 5.5 6.1 7.5 8.7 7.9 7.7 5.8 5.2 5.3 7.0 8.1 8.1 8.8 8.1 6.4 5.3 4.3 3.1 2.2 1.6 1.2 1.0 0.8 0.6
0.1 0.1 0.2 0.3 0.5 1.1 1.8 2.6 3.5 4.9 6.3 6.7 7.4 8.4 9.6 8.9 7.9 7.3 7.7 8.9 9.5 8.1 6.5 5.2 3.5 2.4 1.7 1.3 1.0 0.8 0.6
0.1 0.1 0.2 0.3 0.6 1.2 2.0 2.9 4.0 5.5 7.6 7.7 8.6 9.3 9.7 9.4 9.0 8.8 9.1 9.4 9.6 9.6 7.5 6.2 4.0 2.6 1.8 1.3 1.0 0.8 0.6
0.1 0.1 0.2 0.3 0.6 1.2 2.0 2.9 3.9 5.1 6.0 3.2 3.5 2.3 1.7 1.3 1.0 0.8 0.6
0.1 0.1 0.2 0.3 0.6 1.2 2.1 2.9 4.1 5.5 6.2 3.1 2.8 1.9 1.6 1.2 0.9 0.8 0.6
0.1 0.1 0.2 0.3 0.6 1.3 2.1 2.9 4.0 5.7 5.0 2.7 2.0 1.8 1.2 1.2 0.9 0.7 0.6
0.1 0.1 0.2 0.3 0.6 1.3 2.1 2.9 4.1 6.4 5.7 3.5 2.3 1.3 1.1 0.8 0.6 0.6 0.5
0.1 0.1 0.2 0.3 0.6 1.2 2.1 2.9 4.1 6.0 5.7 3.7 2.4 1.4 0.7 0.7 0.5 0.4 0.3
0.1 0.1 0.2 0.3 0.5 1.2 2.1 2.9 4.0 5.4 5.4 3.2 2.3 1.3 0.7 0.4 0.4 0.3 0.3
0.1 0.1 0.2 0.3 0.5 1.2 2.0 2.8 3.8 5.1 5.6 3.6 2.3 1.2 0.7 0.4 0.3 0.3 0.2
0.1 0.1 0.2 0.3 0.6 1.3 2.3 3.4 4.7 6.3 4.5 2.9 1.9 1.0 0.6 0.3 0.2 0.2 0.2
0.1 0.1 0.1 0.3 0.6 1.4 2.5 3.9 5.5 7.2 8.1 7.6 8.6 8.3 7.6 6.7 5.2 5.6 6.2 5.9 6.2 5.9 4.1 3.5 2.1 1.1 0.6 0.3 0.2 0.1 0.1
0.1 0.1 0.1 0.3 0.5 1.2 2.1 3.1 4.4 6.1 6.5 6.1 6.5 6.4 6.3 6.3 5.8 4.6 3.4 3.4 5.0 5.8 5.7 5.0 4.5 4.0 2.9 2.3 1.4 0.8 0.5 0.3 0.2 0.1 0.1
0.1 0.1 0.1 0.2 0.5 1.0 1.7 2.5 3.5 4.2 4.3 3.9 4.1 4.3 4.2 4.1 4.2 4.0 4.2 3.9 4.0 3.9 3.5 3.1 2.7 2.2 1.7 1.4 0.9 0.6 0.3 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.2 0.4 0.9 1.5 2.1 2.5 2.8 2.8 2.4 2.6 2.8 2.9 3.0 3.0 2.8 2.9 2.8 2.7 2.7 2.3 1.9 1.6 1.3 0.9 0.8 0.6 0.4 0.2 0.2 0.1 0.1 0.1
0.1 0.1 0.1 0.2 0.4 0.8 1.3 1.7 1.9 2.0 1.9 1.6 1.7 1.9 2.2 2.2 2.1 2.0 1.9 1.9 1.8 1.7 1.6 1.3 1.0 0.8 0.6 0.5 0.3 0.2 0.2 0.1 0.1 0.1 0.0
0.0 0.1 0.1 0.2 0.4 0.7 1.1 1.4 1.5 1.5 1.4 1.2 1.3 1.5 1.7 1.7 1.6 1.4 1.4 1.3 1.3 1.2 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.0 0.0
0.0 0.1 0.1 0.2 0.3 0.6 0.9 1.1 1.1 1.1 1.0 0.9 1.0 1.1 1.3 1.3 1.2 1.1 1.0 1.0 0.9 0.9 0.9 0.8 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0
0.0 0.1 0.1 0.2 0.3 0.5 0.6 0.8 0.8 0.8 0.7 0.6 0.7 0.8 1.0 1.0 0.9 0.8 0.8 0.7 0.7 0.7 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0
0.0 0.1 0.1 0.2 0.2 0.3 0.4 0.5 0.5 0.5 0.5 0.4 0.5 0.6 0.7 0.7 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.4 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0
0.0 0.1 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 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 0.1 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 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 0.1 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 0.0 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 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
PB PB
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
2202.58
11.15.2023
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
AS NOTED
JCB
JCB
1415 Park Ave. W., Denver, CO 80205
p 303.357.1998
3consultingengineers.com
PHOTOMETRIC PLAN
10
1" = 10'-0"10 OF 12
PHOTOMETRIC PLAN1
N
Luminaire Schedule
Symbol Qty Label Lum. Watts Lum. Lumens LLF Catalog
2 CC 25.4 3462 1.000
Calculation Summary
Label Units Avg Max Min Avg/Min Max/Min
Site Fc 1.46 9.7 0.0 N.A.N.A.
M.H.
10'-0"COOPER - ISW-AF-1000-LED-E1-T4FT
4 AA 34.0 4880 COOPER - GLEON-SA1A-750-U-T4FT18'-0"1.000
COLOR
BLACK
BLACK
22 BB 21.3 1187 COOPER - LD6B10D010 EU6B10208040 6LBSLI112'-0"1.000 BLACK
2 DD BY CITY CITY PEDESTRIAN POLE LIGHT NOT IN CALC.
GRADE
36"
15'-0"
POLE LIGHT ELEVATION 'AA'
PB 2 PB BY CITY CITY PEDESTRIAN POLE LIGHT PULL BOX
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
2202.58
11.15.2023
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
AS NOTED
JCB
JCB
1415 Park Ave. W., Denver, CO 80205
p 303.357.1998
3consultingengineers.com
LIGHTING DETAILS
11
11 OF12
FIXTURE AA: GLEON-SA1B-740-U-T4FT1 FIXTURE BB: LD6B10D010 EU6B10208040 6LBSLI12 3 FIXTURE CC: ISW-AF-1000-LED-E1-T4FT
11 OF12 11 OF12
FLOOR
0"
PARAPET-03
30' - 0"
FLOOR
0"
PARAPET-03
30' - 0"
FLOOR
0"
PARAPET-03
30' - 0"
FLOOR
0"
PARAPET-03
30' - 0"
SHEET
CHECKED BY:
DRAWN BY:
SCALE:
DATE:
PROJECT NUMBER
THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE
PROPERTY OF HOVER ARCHITECTURE, AND MAY NOT BE
DUPLICATED, DISCLOSED, OR REPRODUCED WITHOUT THE
WRITTEN CONSENT OF HOVER ARCHITECTURE. COPYRIGHTS
AND INFRINGEMENTS WILL BE ENFORCED AND PROSECUTED.
C O P Y R I G H T N O T I C E
C:
\
U
s
e
r
s
\
c
l
t
i
d
w
e
l
l
\
D
o
c
u
m
e
n
t
s
\
2
2
0
2
.
5
8
A
u
t
o
w
a
s
h
L
a
k
e
s
i
de
_
C
E
N
T
R
A
L
_
c
l
t
i
d
w
e
l
l
.
r
v
t
3
/
1
5
/
2
0
2
4
1
:
2
9
:
2
5
P
M
1/8" = 1'-0"
COLOR ELEVATIONS
2202.58
12
3/11/2024
CLT
MBB
383 INVERNESS PKWY, STE 175
ENGLEWOOD, CO 80112
(720) 773-2800
AUTOWASH LAKESIDE
A SPECIFIC DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE, COLORADO
LOCATED IN THE SOUTHEAST 1/4 OF SECTION 24,
TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.,
CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO
1/8" = 1'-0"12
NORTH ELEVATION1
1/8" = 1'-0"12
EAST ELEVATION2
1/8" = 1'-0"12
SOUTH ELEVATION4
1/8" = 1'-0"12
WEST ELEVATION3