180501 Linder Rocket Express - CZC & DR PlansSCALE:
SITE PLAN - 01/15/2018
1 : 20
NORTH
SUMMARY:
LOT: 89,634 SF = 2.06 ACRES
BUILDING: 8,940 SF
CONVEYOR: 220
SOLAR CANOPY: 7,165 SF
POS CANOPY: 1,243 SF
VACUUM PARKING: 40
VEHICLE STACKING: 30
ORDINANCE SUMMARY:
ZONING: C-C: COMMUNITY BUSINESS
CAR WASH IS PERMITTED USE
SETBACKS: 0'
HEIGHT: 50' MAXIMUM
LANDSCAPE BUFFERS:
CHINDEN: 35'
LINDER: 35'
SIDE/ REAR YARD: 5'
PARKING REQUIRED: 19
ACCESSIBLE PARKING REQUIRED: 2
BIKE RACK: 2 SPOTS REQUIRED
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
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1718-01
01/01/2018
JEH
JEH
BUDGET
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SITE PLAN
A1.0
PYLON SIGN
PYLON SIGN
MONUMENT
SIGN
ENCLOSED CAR WASH
ROCKET EXPRESS
8,940 GSF
5.0 47.5 3.5 5.0 20.0 36.0 20.0 7.0 5.0 8.2
55.5 229.0 45.3 29.0
35
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8.
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CANOPY ABOVE
24
.
0
18
.
7
8.0
5.99.0
6.0 5.2 6.0
4.0
15.0
4.0
15.0
220' CONVEYOR
50.5
21
.
0
13
7
.
4
4.0
15
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4
.
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15
.
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25.5
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55.7
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W. CHINDEN BLVD.
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FUTURE
DEVELOPMENT
FUTURE
DEVELOPMENT
35.0
LANDSCAPE
BUFFER
VEHICLE
STACKING
(30)
18.
0
41.3
VACUUM
PARKING
(38)
NEW BOUNDARY
LOCATION
36.0
5.
0
PREFAB. BOOTH
SOLAR
CANOPY PYLON SIGN
PYLON SIGN
MONUMENT
SIGN
3
6
.
0
3
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.
4
1
5
.
0
ADA
RAMPS
1
0
.
0
VAC
PRODUCER
VAC
PRODUCER
LANDSCAPE
BUFFER
LANDSCAPE
BUFFER
10.0
6.0
5.
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6.0
1
4
.
0
12.0
4.4
15.9
19.1
R
1
5
.
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R15.0
TRASH
ENCLOSURE
(6) MAT CLEANERS
18.0
PRIOR BOUNDARY
LOCATION
BIKE
RACK (2)
S0
0
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0
0
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0
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8
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7
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6
0
'
N90°00'00"W - 217.57'
N89°38'43"W - 157.20'N89°38'43"W - 172.62'
N48°26'55"W
- 38.79'
N0
2
°
5
6
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1
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17.5
6.5
19.3
35
.
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94.920
.
9
11.9
SCALE:
SITE PLAN - 04/18/2018
1 : 20
NORTH
SUMMARY:
LOT: 89,634 SF = 2.06 ACRES
BUILDING: 8,940 SF
CONVEYOR: 220
SOLAR CANOPY: 7,165 SF
POS CANOPY: 1,243 SF
VACUUM PARKING: 38
VEHICLE STACKING: 30
ORDINANCE SUMMARY:
ZONING: C-C: COMMUNITY BUSINESS
CAR WASH IS PERMITTED USE
SETBACKS: 0'
HEIGHT: 50' MAXIMUM
LANDSCAPE BUFFERS:
CHINDEN: 35'
LINDER: 35'
W. ISLAND GREEN: 10'
SIDE/ REAR YARD: 5'
LANDSCAPE AREA: 26,560 GSF
PARKING REQUIRED: 19
ACCESSIBLE PARKING REQUIRED: 2
BIKE RACK: 2 SPOTS REQUIRED
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
11
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1718-01
04/18/2018
JEH
JEH
PERMIT
GENERAL
SITE PLAN
A1.0
5.0 47.5 3.5 5.0 20.0 36.0 20.0 7.0 5.0 8.2
55.5 229.0 45.3 29.0
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4.0
15
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36.0
55.7
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35.0
LANDSCAPE
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N90°00'00"W - 217.57'
N89°38'43"W - 157.20'N89°38'43"W - 172.62'
N48°26'55"W
- 38.79'
N0
2
°
5
6
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A3
A7.1
A3
A1.0c
A2
A4.1
1
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8
8
9
10
10
11
12
6
13
13
13
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
11
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issued for
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A
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54321
revisions:
stamp
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1718-01
04/18/2018
JEH
JEH
PERMIT
HORIZONTAL
CONTROL
SITE PLAN
A1.0aSCALE:
HORIZONTAL CONTROL PLAN
1:20
NORTH
1.CONCRETE ACCESS PER ACHD STANDARD DETAILS.
2.NEW CURB, GUTTER AND SIDEWALK AT THIS BOUNDARY.
3.EXISTING CURB, GUTTER AND SIDEWALK AT THIS BOUNDARY.
4.ADA CONCRETE SIDEWALK RAMP PER ACHD STANDARD DETAILS.
5.ADA RAMP WITH MAXIMUM 1:12 SLOPE.
6.PV CANOPY STRUCTURE TWILL BE PROVIDED AS A DEFERRED SUBMITTAL. AT THAT TIME, SEE
STRUCTURAL AND ELECTRICAL DRAWINGS AND SUPPLEMENTAL INSTALLATION LITERATURE PROVIDED
BY PV CANOPY VENDOR.
7.TYPICAL 2' Ø x 6' LENGTH CONCRETE REINFORCED SONOTUBES FOR MOUNTING OF VACUUM ARCH
STANCHIONS. SONOTUBES TO EXTEND 2" ABOVE ADJACENT PAVEMENT AND 70" BELOW GRADE.
PROVIDE #3 REBAR CAGE AT 8" O.C. EACH WAY TOP TO BOTTOM. CONDUIT FOR ARCHES SHALL EXTEND
AT CENTER OF SONOTUBE. PRIOR TO FABRICATION, CONTRACTOR SHALL RECEIVE OWNER PROVIDED
TEMPLATE FOR PLACEMENT OF 1" J-BOLTS. REFER TO VACUTECH DRAWINGS FOR SONOTUBE
FABRICATION.
8.STRIPING PAINT, TYPICAL.
9.BIKE RACK MANUFACTURED FOR A MINIMUM OF (3) BIKES. ANCHOR TO SIDEWALK PER MANUFACTURE'S
PUBLISHED INSTRUCTIONS.
10.VACUUM PRODUCER.
11.MAT CLEANERS (6 UNITS).
12.KIOSK FOR EMPLOYEE SHELTER PROVIDED BY OWNER, OFF-LOADED, SET IN PLACE AND INSTALLED BY
CONTRACTOR. DIVISION 16 CONTRACTOR TO COORDINATE CONNECTION REQUIREMENTS AND
CONDUIT STUB-UP LOCATIONS WITH SHOP DRAWINGS TO BE PROVIDED BY OWNER.
13.APPROXIMATE LOCATION OF SIGN. SIGNS REQUIRE A SEPARATE PERMIT.
KEYNOTES #
A.CONTRACTOR SHALL REPORT TO ARCHITECT ALL CONDITIONS WHICH IMPAIR AND / OR PREVENT THE
PROPER EXECUTION OF THIS WORK PRIOR TO BEGINNING WORK.
B.THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND SHALL
NOTIFY THE ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE
BEGINNING OR FABRICATING WORK. REFER CLOSELY TO BUILDING LAYOUT DRAWINGS IN RELATION TO
SITE LAYOUT ITEMS. CONTRACTOR TO VERIFY LISTED DIMENSIONS PRIOR TO CONSTRUCTION.
C.ALL CHANGES REQUIRE PRIOR, WRITTEN APPROVAL BY ARCHITECT.
D.ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO APPLICABLE SPECIFICATIONS OF THE CITY OF
MERIDIAN, ACHD, AND OTHER APPROPRIATE AGENCIES.
E.CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING HIMSELF FAMILIAR WITH ALL UNDERGROUND
UTILITIES, PIPES AND STRUCTURES. CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR COSTS
INCURRED DUE TO DAMAGE AND TAKE REPLACEMENT OF SAID UTILITIES. LOCATION OF EXISTING
UTILITIES SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO ACTUAL CONSTRUCTION.
F.CONTRACTOR SHALL NOT WILLFULLY PROCEED WITH CONSTRUCTION AS DESIGNED WHEN IT IS
OBVIOUS THAT UNKNOWN OBSTRUCTIONS, AREA DISCREPANCIES AND/OR GRADE DIFFERENCES EXIST
THAT MAY NOT HAVE BEEN KNOWN DURING DESIGN. SUCH CONDITIONS SHALL BE IMMEDIATELY
BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE. THE CONTRACTOR
SHALL ASSUME FULL RESPONSIBILITY FOR ALL NECESSARY REVISIONS DUE TO FAILURE TO GIVE SUCH
NOTIFICATION.
G.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY COORDINATION WITH SUBCONTRACTORS AS
REQUIRED TO ACCOMPLISH ALL CONSTRUCTION OPERATIONS. ALL PIPING, CONDUIT, SLEEVES, ETC.,
SHALL BE SET IN PLACE PRIOR TO INSTALLATION OF CONSTRUCTION ITEMS.
H.ALL EXISTING IMPROVEMENTS TO REMAIN SHALL BE PROPERLY AND ADEQUATELY PROTECTED FROM
DAMAGE DURING CONSTRUCTION OPERATIONS. IT SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR TO RESTORE THE ORIGINAL CONDITION ANY EXISTING ITEMS THAT ARE DAMAGED OR
DISTURBED IN ANY WAY. ALL MATERIALS TO BE REUSED OR SALVAGED SHALL BE STORED IN AN AREA
DESIGNATED BY THE OWNER FOR THAT PURPOSE. ALL SALVAGED MATERIALS SHALL REMAIN THE
PROPERTY OF THE OWNER.
I.ALL MATERIALS SPECIFIED TO BE REMOVED SHALL BE DISPOSED OF OFF-SITE PER LOCAL CODES AND
REGULATIONS.
J.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT EXISTING UTILITIES AND
IMPROVEMENTS. ANY DAMAGE TO EXISTING FACILITIES OR IMPROVEMENTS RESULTING FROM THE
CONTRACTORS OPERATIONS, SHALL BE REPAIRED OR REPLACED AT CONTRACTORS EXPENSE.
K.DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL COORDINATE AND ACCOMMODATE
OTHER CONTRACTORS, OWNER'S CONSTRUCTION FORCES, OPERATIONS OF THE OWNER AND LOCAL
AND STATE AGENCIES.
L.SITE UTILITIES SHALL BE STUBBED 5' FROM BUILDING FACE. TYPICAL UNLESS OTHERWISE NOTED.
M.THE CONTRACTOR SHALL NOTIFY THE CITY OF MERIDIAN BUILDING DEPARTMENT AND ACHD BEFORE
BEGINNING ANY CONSTRUCTION ACTIVITIES IN THE CITY RIGHT-OF-WAY. ALL RIGHT-OF-WAY
IMPROVEMENTS SHALL BE REVIEWED AND AUTHORIZED IN WRITING BY THE CITY RIGHT-OF-WAY
COORDINATOR.
N.THE LOCATION OF UNDERGROUND UTILITIES ARE SHOWN HORIZONTALLY IN AN APPROXIMATE MANNER
ONLY. THE CONTRACTOR SHALL COMPLY WITH LOCAL CODE REQUIREMENTS REGARDING
UNDERGROUND FACILITIES DAMAGE PROTECTION. THE CONTRACTOR SHALL DETERMINE THE EXACT
LOCATION OF ALL ALL EXISTING FACILITIES PRIOR TO COMMENCING WORK. THE CONTRACTOR AGREES
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED AS A RESULT
OF FAILURE TO EXACTLY LOCATION AND PRESERVE ANY AND ALL UTILITIES. THE CONTRACTOR SHALL
CONTACT THE APPROPRIATE UTILITY COMPANIES OR DIGLINE FOR EXACT LOCATIONS A MINIMUM OF 48
HOURS PRIOR TO DIGGING.
O.PRESERVE AND PROTECT ALL FACILITIES AND LANDSCAPING OUTSIDE OF THE PROJECT AREA.
P.CONTRACTOR SHALL REFER TO PROJECT SPECIFICATIONS AND DETAILS FOR ADDITIONAL
REQUIREMENTS.
Q.ALL DIMENSIONS ARE TO FACE OF CURB, EDGE OF WALK, EDGE OF PAVEMENT, EDGE OF FOUNDATION,
FACE OF WALL FRAMING, OR CENTER OF COLUMNS.
R.TRANSITION OF CURVES TO OTHER CURVES AND CURVES TO TANGENTS SHALL BE SMOOTH AND
CONTINUOUS.
S.ALL ACCESSIBLE PARKING STALLS AND SIGNS SHALL CONFORM TO ALL FEDERAL, STATE AND LOCAL
REQUIREMENTS FOR ACCESSIBLE PARKING.
T.PROVIDE STRIPING WHERE ILLUSTRATED. USE 4" WIDE WHITE TRAFFIC MARKINGS. CONTRACTOR TO
REVIEW DIRECTIONAL ARROWS NOT ILLUSTRATED WITH OWNER PRIOR TO BID AND MAINTAIN WRITTEN
RECORD OF QUANTITY AND LOCATION OF DIRECTIONAL ARROWS DECIDED. PROVIDE RUSTOLOEUM
LATEX PROFESSIONAL TRAFFIC STRIPING PAINT #2593 WHITE OR ARCHITECT APPROVED EQUAL.
GENERAL NOTES
8"
4'
-
0
"
8'
-
8
"
3'
-
4
3
/
4
"
3'
-
0
"
3'
-
0
"
3'
-
4
3
/
4
"
6
Y
A
R
D
D
U
M
P
S
T
E
R
SLO
P
E
1/4"
:
1
2
"
9
24
5
10
A
2
A
1
.
0
c
3'-4
"
1
5
12'-
0
"
1
4
'
-
0
"
A
1
A
1
.
0
c
8"
7'
-
0
"
1
2
'
-
0
"
2
4
8 TP1
P11
PF1 7 PF1
5
6
3
9
6'
-
0
"
5"
TP1
5'
-
6
"
2"
2
4
8
P11
7 PF1
5
6
3
TP1
d041SCALE:
PIPE BOLLARD, TYPICAL
1" = 1'-0"B1
3'
-
6
"
3'
-
0
"
6"
1"
ROUNDED
CONCRETE CAP
1'-6"
SLOPE TO 1" ABOVE
PAVEMENT
SEAL JOINT AT
CONCRETE FOOTING
STEEL PIPE
6" STANDARD, HOT DIP GALVANIZE,
PRIME AND ALSO PAINT WITH RUST
INHIBITING PAINT
CAST-IN-PLACE
CONCRETE FOOTING
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
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1718-01
04/18/2018
JEH
JEH
PERMIT
SITE DETAILS
A1.0c
1.6" Ø CONCRETE FILLED PIPE BOLLARD. SEE DETAIL B1.
2.HSS 3" x 3" x 1/4" GATE FRAME.
3.L 1 1/2" x 1 1/2" x 3/16" WELDED FLUSH AT BACK FACE OF HSS FOR SUPPORT OF METAL SIDING.
4.HEAVY DUTY STAINLESS STEEL HINGES RATED FOR 250 LBS MINIMUM EACH. PROVIDE (3) HINGES AT
EACH LEAF. DO NOT PAINT.
5.2'-6" x 8" x 1/2" STAINLESS STEEL CANE BOLT AT EACH DOOR LEAF. PROVIDE HOLES DRILLED IN
PAVEMENT AT CLOSED AND FULLY OPEN POSITIONS. DO NOT PAINT.
6.BERRIDGE 7/8" x 22 GAUGE CORRUGATED PREFINISHED STEEL S-DECK PANEL OR APPROVED EQUAL.
7.PREFINISHED METAL COPING, TYPICAL.
8.TILT CONCRETE WALL PANEL.
9.CONCRETE CURB.
10.CONCRETE WALK.
11.CONCRETE SONOTUBE AT VACUUM ARCH STANCHION. SEE HORIZONTAL CONTROL SITE PLAN.
KEYNOTES #
SCALE:
TRASH ENCLOSURE PLAN
1/4" = 1'-0"A3SCALE:
NORTHEAST ELEVATION
1/4" = 1'-0"A2SCALE:
SOUTHWEST ELEVATION
1/4" = 1'-0"A1
A.SEE SHEET A2.1 FOR EXTERIOR FINISH SCHEDULE.
B.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4"
C.PROVIDE TEXTURED ELASTOMERIC FINISH SYSTEM AT ALL EXPOSED EXTERIOR CONCRETE SURFACES.
D.PROVIDE JOINT SEALANT BETWEEN ALL CONCRETE PANEL EDGES. ALSO PROVIDE JOINT SEALANT
BETWEEN ALL SLAB OR PAVEMENT / WALL INTERSECTIONS.
GENERAL NOTES
+ 113'-8"
+ 100'-0"
+ 124'-0"
+ 101'-8"
+ 113'-8"
+ 100'-0"
+ 124'-0"
+ 101'-8"
+ 122'-0"
PF1PF1
PF1
TP1
TP1
PF3PF3
1
8
1
44
7
5
7
5
9 9
PF1
7
PF1
7
PF1
7
1717
OPEN
MP3
+ 119'-0"
TP1TP1TP1
MP311
P11
+ 113'-8"
+ 100'-0"
+ 124'-0"
+ 101'-8"
+ 119'-0"
+ 109'-8"
+ 101'-8"
+ 111'-0"
PF1
TP1MP2
MP1
PF1
TP1TP1
PF1
TP1
TP1
PF3
PF3
MP31
1 1
1
44
7
4
4
5
7
5
7
9 9
+ 113'-8"
+ 124'-0"
+ 101'-8"
+ 122'-0"
MP1
PF1
7
MP1
PF1
7
OPEN
PF1
7
PF1
7 10
TP1
1
+ 113'-8"
92.75
MP3
+ 110'-11"
+ 98'-0"
+ 124'-0"
+ 109'-8"
+ 124'-0"
+ 110'-3"
+ 119'-0"
+ 101'-8"
+ 117-6"
PF1
TP1
MP2
PF1
TP1MP1
PF1
PF1
+ 98'-0"
1
1 14
3
7
7
7 7
7
10 10
4'
-
0
"
R7
'
-
0
"
1'
-
9
"
11'-6"3'-5"3'-5"
+ 109'-8"
+ 119'-0"
+ 101'-8"
+ 117-6"
MP1
PF1
TP1
PF1
1
4
3
7
4'
-
0
"
R
7
'
-
0
"
2'
-
6
"
11'-6"3'-5"3'-5"
+ 113'-8"+ 113'-8"
MP2TP1
3
P11 P11
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
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revisions:
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1718-01
04/18/2018
JEH
JEH
PERMIT
BUILDING
ELEVATIONS
A2.1SCALE:
NORTH ELEVATION
3/32" = 1'-0"
SCALE:
SOUTH ELEVATION
3/32" = 1'-0"
SCALE:
WEST ELEVATION
3/32" = 1'-0"SCALE:
EAST ELEVATION
3/32" = 1'-0"
FINISH SCHEDULE
BUILDING / ENCLOSURE PAINT COLOR: TEXTURED KWAL ELASTOMERIC PAINT "CUSTOM ROCKET EXPRESS TAN" 5830
C9Y28F20L13Y6
EXTERIOR STEEL PAINT:MATCH PF1
PREFINISHED METAL / ROOF / WALL PANEL:AEP SPAN "COOL WEATHERED COPPER" (MEDIUM BRONZE TONE)
PREFINISHED SOFFIT PANEL / FASCIA:BERRIDGE "ALMOND"
PREFINISHED METAL BARREL ROOF:CLEAR ALUMINUM ROUND PERFORATED SHEET PROVIDED BY SIGNAGE VENDOR
COMPOSITE METAL PANEL - COLOR 1: "AQUA" KK763 - GLOSS
COMPOSITE METAL PANEL - COLOR 2: "MAGENTA TO GOLD" VM4991 - GLOSS
COMPOSITE METAL PANEL - COLOR 3:SILVER COLOR - MATHEWS "BRUSHED ALUMINUM" 41342SP R8627 - SATIN
TP1
PF1
MP1
MP2
MP3
PF2
PF3
GENERAL NOTESKEYNOTES#
1.PRECAST CONCRETE WALL PANELS, TYPICAL.
2.METAL ROOF PANELS.
3.METAL WALL PANELS.
4.ROCKET WALL SCONCE PROVIDED BY OWNER.
5.PERFORATED SHEET INSTALLED WITH HOLD-OFF FASTENERS PROVIDED BY SIGNAGE VENDOR..
6.GUTTER, PREFINISHED METAL.
7.METAL COPING OR FASCIA AS OCCURS, TYPICAL.
8.OVERHEAD DOOR. PAINT TO MATCH PF1.
9.GLASS BLOCK, TYPICAL.
10.SIGNAGE BY OTHERS. REQUIRES SEPARATE PLAN REVIEW AND PERMIT.
11.PROVIDE DARK BRONZE ANODIZED ALUMINUM BUILDING ADDRESS NUMERALS 6" TALL, 1/2" THICK AND
MINIMUM 1/2" STROKE AND MEETING CITY REQUIREMENTS. PROVIDE AVANT GARDE MEDIUM FONT.
A.CHAMFER ALL EXPOSED CONCRETE EDGES 3/4"
B.PROVIDE ELASTOMERIC FINISH SYSTEM AT ALL EXPOSED EXTERIOR CONCRETE SURFACES INCLUDING
FACES VISIBLE ONLY FROM THE ROOF.
C.PROVIDE JOINT SEALANT BETWEEN ALL EXTERIOR AND INTERIOR CONCRETE WALL PANEL EDGES.
PROVIDE SEALANT BETWEEN HOLLOW CORE ROOF SLABS AND WALLS. DO NOT PROVIDE SEALANT
BETWEEN INDIVIDUAL HOLLOW CORE ROOF SLABS. ALSO PROVIDE JOINT SEALANT BETWEEN ALL
INTERIOR AND EXTERIOR SLABS/ SIDEWALKS/ PAVEMENTS AND CONCRETE WALLS AND FOUNDATION
STEMWALLS AS OCCURS.
D.SIGNAGE WHEN ILLUSTRATED IS FOR REFERENCE ONLY. SIGNAGE WILL BE SUBMITTED FOR REVIEW
UNDER SEPARATE PERMIT AND MAY VARY FROM PRELIMINARY INFORMATION PROVIDED ON THIS
DRAWING.
E.ALUMINUM COMPOSITE METAL (ACM) PANEL JOINTS ARE GENERALLY ILLUSTRATED. CONTRACTOR
SHALL SUBMIT SYMMETRICAL PANEL JOINT PROPOSAL.
F.ROUT AND FOLD ALL VERTICAL AND HORIZONTAL ACM CORNERS.
NOTE: COMPOSITE METAL
PANELS MP1, MP2 & MP3 ARE
NOT IN CONTRACT,
COORDINATE WITH OWNER'S
CONSTRUCTION FORCES
P11
B1
A4.1
B2
A4.1
12'-6"12'-6"12'-6"12'-6"
9'-0"3'-6"9'-0"3'-6"9'-0"3'-6"9'-0"
1'
-
0
"
14
'
-
0
"
6'
-
0
"
1'-9"1'-9"
4
9
11
31
6
12
12
2
7
610
R1'-0", TYPICAL
LANE 1LANE 2LANE 3LANE 4
21
'
-
0
"
T
Y
P
I
C
A
L
R2
6
'
-
0
"
30'-0"
+ 120'-0"
T.O. HSS
+ 100'-0"
ASSUMED
B1
A4.1
R4
A4
A5.2
A3
A5.3
1'-10"3'-4"R3
+ 108'-6"
B.O. BEAM
A4
A5.3 A3
A5.3
+ 100'-0"
ASSUMED
22'-0"
12'-6"12'-6"12'-6"12'-6"14'-0"
R3
1'
-
2
"
17'-8"
1'-10"3'-4"
1'
-
2
"
17'-8"
4'-0"14'-0"4'-0"
1
2
4
9
11
12
19
30
13
18
20
5
6
710
14
15
16
17
18
19
20
21
22
23
6
13
8
18
20
1
2
4
9
12
19
10
11
13
22
17
SIM.
SIM.
R3
LANE 1LANE 2LANE 3LANE 4
+ 121'-0"
B2
A4.1
6'
-
0
"
7"
11"
5'
-
0
"
3'
-
0
"
1'-6"
6'
-
0
"
1'
-
0
"
2'-0"1'-6"
4'
-
0
"
5'
-
0
"
6"
6'
-
0
"
7"
11"
3'
-
0
"
1'-6"
6'
-
0
"
1'-6"
4'
-
0
"
5'
-
0
"
6"
2'
-
0
"
2'
-
6
"
1'-0"6'-0"
1'-0"6'-0"
2'
-
6
"
NOTE: EQUIPMENT AT
THIS POS ISLANDS IS
TYPICAL FOR LANES
2, 3 AND 4
26
27
28
24
25
26
27
28
24
25
1'-0"6'-0"
2'
-
0
"
2'
-
6
"
1'-0"6'-0"
32
D1
A4
.
1
LANE 1
1'-8"11"10"
E809E809
E810E810E808 E808
E807E807
E806E806
21'-0"
1'
-
0
"
1"
109
5'-0"
6"
P12
TYPICAL
11
3'
-
0
"
+ 100'-0"
ASSUMED
1'-0"
26 28
3'-0"
E806
E807
E808
27
2
6'-0"6'-0"
883
12 12
date
drawn
job no.
sheet number:
checked
sheet title:
THESE DOCUMENTS HAVE BEEN PRODUCED AS AN
INSTRUMENT OF SERVICE AND ARE INTENDED
SOLELY FOR THE PURPOSE OF CONSTRUCTING,
USING AND MAINTAINING THE PROJECT. HOWA
DESIGN, INC., AS THE ARCHITECT OF RECORD FOR
THE PROJECT RETAINS OWNERSHIP OF THESE
DOCUMENTS.
ANY USE OF THESE DOCUMENTS OR USE OF THIS
DESIGN, IDEAS OR CONCEPTS DESCRIBED HEREIN
IN WHOLE OR PART BY ANY MEANS WHATSOEVER IS
STRICTLY PROHIBITED EXCEPT BY WRITTEN
CONSENT OF HOWA DESIGN, INC.
REPRODUCTION OF THIS DOCUMENT IS STRICTLY
PROHIBITED EXCEPT BY WRITTEN CONSENT OF
HOWA DESIGN, INC.
COPYRIGHT 2018 HOWA DESIGN, INC.
11
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54321
revisions:
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1718-01
04/18/2018
JEH
JEH
PERMIT
SCALE:
POS ENLARGED PLAN
1/4" = 1'-0"A2
POS CANOPY
A4.1NORTH
SCALE:
POS EQUIPMENT PLAN
1/4" = 1'-0"A1
GENERAL NOTES
A.IN ADDITION TO THE ARCHITECTURAL AND ELECTRICAL DRAWINGS, INSTALL POS SYSTEM
INFRASTRUCTURE IN ACCORDANCE WITH DRB SYSTEMS LITERATURE.
B.PAINT ALL EXPOSED STEEL SURFACES.
C.AT LOWER EDGE OF BOTH SHED ROOFS AND AT BOTH LOW ENDS AT BARREL VAULT ROOF PROVIDE (1)
SNOW FENCE RAIL AND (1) SNOW RAIL AS MANUFACTURED BY S-5! "SNOFENCE/SNORAIL" SYSTEMS OR
ARCHITECT APPROVED EQUAL; ANODIZED ALUMINUM.
D.PROVIDE HEAT TRACE CABLE SYSTEM AT ENTIRE LENGTH OF POS CANOPY GUTTERS AND AT BOTH
DOWNSPOUTS.
E.EXTEND BOTH POS CANOPY DOWNSPOUTS TO 4" SCH40 PVC PIPE UNDERGROUND TO CLOSEST STORM
DRAIN INLET BOX.
1.CONCRETE FOOTING.
2.CONCRETE PLUG AT COLUMN.
3.EXPAND CONCRETE TO ENCASE BOLLARDS.
4.CONCRETE PAVEMENT.
5.ASPHALT PAVEMENT.
6.CURB AND GUTTER.
7.CONCRETE SIDEWALK.
8.PREFORMED JOINT MATERIAL AND POLYEURETHANE SEALANT FS-TT-S-00227, TYPE II, NON SAG AND
I-SELF LEVELING, CLASS A, ALL AROUND, TYPICAL.
9.CONCRETE POS ISLAND. PROVIDE #3 BARS @ 12" O.C. EACH WAY AT TOP AND PROVIDE #3 CONTINUOUS
AROUND THE BOTTOM PERIMETER. PROVIDE 3" MINIMUM COVERAGE.
10.6" HIGH x 1" CHAMFER EDGE AT PERIMETER OF PAY ISLAND.
11.6" Ø CONCRETE FILLED STANDARD STEEL PIPE BOLLARD. PAINT CARDINAL YL201.
12.STEEL PIPE COLUMN, PAINT CARDINAL YL201.
13.HSS BEAM.
14.HSS BEAM WITH RADIUS.
15.STEEL JOISTS. SEE STRUCTURAL.
16.1000S162-33 FASTENED TO UNDERSIDE OF STEEL JOISTS. INSTALL FRAMING SO THAT HEIGHT OF
FRAMING MATCHES HEIGHT OF STEEL BEAMS SO THAT FINISHED SOFFIT IS NOT INTERRUPTED BY
BEAMS.
17.600S162-33 FASTENED TO UNDERSIDE OF STEEL JOISTS.
18.7/8" x 22 GAUGE STEEL S-DECK AS MANUFACTURED BY BERRIDGE OR APPROVED EQUAL.
19.METAL SOFFIT PANELS.
20.METAL ROOF PANELS.
21.METAL GUTTER WITH DOWNSPOUT.
22.PROVIDE METAL FLASHING PIPE BOOT AT STEEL PIPE TO METAL ROOF, TYPICAL.
23.PROVIDE ESCUTCHEON AT STEEL PIPE TO SOFFIT, TYPICAL.
24.EXTERNAL PROXIMITY SENSOR LOOP. USE PAVED OVER LOOP SYSTEM. CONTRACTOR TO PROVIDE
PER DRB WRITTEN INSTRUCTIONS.
25.GATE SENSOR LOOP. USE PAVED OVER LOOP SYSTEM. CONTRACTOR TO PROVIDE PER DRB WRITTEN
INSTRUCTIONS. ALIGN GATE LOOP WITH FACE OF GATE. FIELD VERIFY EXACT LOCATION.
26.EXPRESS PAY TERMINAL (XPT). FOLLOW DRB SYSTEM'S PRINTED INSTRUCTIONS FOR INSTALLATION OF
ALL ELECTRICAL SYSTEMS.
27.FAST PASS READER LOCATION. STUB CONDUITS HERE PER DRB SYSTEMS PRINTED INSTRUCTIONS.
28.ELECTRICALLY ACTUATED GATE. STUB CONDUITS HERE PER DRB SYSTEMS PRINTED INSTRUCTIONS.
29.RESERVED.
30.PROFILE OF CANOPY IN FOREGROUND.
31.LANDSCAPING.
32.SINGLE VEHICLE MERGE SENSOR LOOP TO BE LOCATED IN FRONT OF LANES 1 - 2 AND A SECOND LOOP
AT LANES 3 - 4. PROVIDE PAVED OVER MERGE LOOP SYSTEM PER DRB WRITTEN INSTRUCTIONS.
KEYNOTES #
SCALE:
POS CANOPY SECTION
1/4" = 1'-0"B2SCALE:
POS CANOPY SECTION
1/4" = 1'-0"B1
SCALE:
POS ISLAND ELEVATION
1/4" = 1'-0"D1
1 11/22/2017: STEEL PAINT
25'25'
50'
25'50'25'
N 00°00'00" E 288.01'
N
4
6
°
0
9
'
2
7
"
E
1
1
1
.
7
1
'
S
4
4
°
5
9
'
5
7
"
E
8
2
.
2
9
'
S 00°00'00" W 124.15'
N
9
0
°
0
0
'
0
0
"
E
2
0
9
.
3
7
'
S 02°56'16" W 142.13'
3
8
.
7
9
'
S
4
8
°
2
6
'
5
5
"
W
N
8
9
°
5
9
'
2
6
"
W
3
2
9
.
7
9
'
W
E
S
T
I
S
L
A
N
D
G
R
E
E
N
D
R
I
V
E
C
i
t
y
o
f
M
e
r
i
d
i
a
n
S
a
n
i
t
a
r
y
S
e
w
e
r
E
a
s
e
m
e
n
t
I
n
s
t
.
N
o
.
2
0
1
5
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20' United Water Idaho Easement Inst. No.
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