mcdonald's usa, llc - marincounty.org
TRANSCRIPT
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
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McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
.cor
e-en
g.co
m
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
.cor
e-en
g.co
m
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
.cor
e-en
g.co
m
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
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McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
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a St
reet
Suite
402
Ont
ario
, CA
926
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McD
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d's
USA
, LLC
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McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
.cor
e-en
g.co
m
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
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Suite
402
Ont
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926
6056
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GRO
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Suite
402
Ont
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, CA
926
6056
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-
EXTERIOR
-
DINING
-
EXTERIOR
-
DINING
3'-3"
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
urup
a St
reet
Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
73w
ww
.cor
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-
EXTERIOR
-
DINING
-
EXTERIOR
-
DINING
McD
onal
d's
USA
, LLC
GRO
UPC
ORE
STA
TES,
INC
.42
40 E
ast J
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a St
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Suite
402
Ont
ario
, CA
926
6056
1.99
7.62
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N
3
6
°
1
1
'
2
0
"
W
3
7
7
.
2
5
'
N85°1
5'2
0"W
247.1
7'
N4°44'40"E
285.00'
N85°1
5'2
0"W
312.2
1'
N4°44'40"E
75.00'
N
3
6
°
1
1
'
2
0
"
W
9
9
.
2
8
'
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AN
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AI
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AJ
AK
AK
AL
AN
AN
AN
AK
AA
AK
AK
AA
AB
AM
AM
AM
AL
1" = 20'
0 201020 5
GRAPHIC SCALE
DEMOLITION
PLAN
C-2
1" = 20'
PROPERTY BOUNDARY LINE
EXISTING EDGE OF PAVEMENT
ADJOINING PROPERTY LINE
EXISTING 1' INTERVAL CONTOUR LINE
EXISTING 5' INTERVAL CONTOUR LINE
EXISTING WATER MAIN
EXISTING WATER STRUCTURE
EXISTING GAS MAIN
EXISTING CURB
EXISTING OVERHEAD WIRES
EXISTING SANITARY
EXISTING STORM
LIMITS OF DISTURBANCELOD LOD
DEMOLITION LEGEND
WV
EXISTING CURB AND GUTTER
MILL AND OVERLAY
CLEAR AND GRUB
DEMO CONCRETE
EXISTING UTILITY EASEMENT
EXISTING SANITARY STRUCTURES
EXISTING STORMWATER STRUCTURESD
S
PP
EXISTING ELECTRIC STRUCTURE
PROPOSED SAWCUT
DEMO SILT FENCEX X
EXISTING BLOCK AND LOT NUMBER
EXISTING TREE
DEMO TREE
DEMO CURB
EXISTING FENCE
KEYED NOTES:
A. EXISTING ASPHALT CONCRETE TO REMAIN.
B. EXISTING CONCRETE PAVEMENT TO REMAIN.
C. EXISTING CONCRETE CURB TO REMAIN.
D. EXISTING CURB RAMP TO REMAIN.
E. EXISTING PARKING STALL TO REMAIN.
F. EXISTING GAS METER TO REMAIN.
G. EXISTING SITE LIGHT TO REMAIN.
H. EXISTING CMU WALL TO REMAIN.
I. EXISTING TREE TO REMAIN.
J. EXISTING TRASH ENCLOSURE TO REMAIN.
K. EXISTING LANDSCAPING TO REMAIN.
L. EXISTING DIRECTIONAL PAVEMENT MARKINGS TO REMAIN.
M. EXISTING TRASH CAN TO REMAIN.
N. EXISTING STORM DRAIN INLET TO REMAIN.
O. EXISTING "DRIVE THRU" SIGN TO REMAIN.
P. EXISTING GREASE INTERCEPTOR TO REMAIN.
Q. EXISTING BOLLARD TO REMAIN.
R. EXISTING PULL FORWARD SIGNAGE TO REMAIN.
S. EXISTING COLUMN TO REMAIN.
T. REMOVE AND REPLACE EXISTING DRIVE THRU SPEAKER AND MENU
BOARD.
U. REMOVE AND REPLACE EXISTING PRESELL BOARD.
V. REMOVE AND REPLACE EXISTING GATEWAY SIGN.
W. EXISTING PATIO SEATING TO BE REMOVED.
X. REMOVE "THANK YOU" PAVEMENT.
Y. REMOVE DIRECTIONAL PAVEMENT MARKING.
Z. REMOVE EXISTING DETECTABLE WARNING DEVICE.
AA. REMOVE EXISTING CURB.
AB. REMOVE (1,930' SQUARE FEET) OF CONCRETE SIDEWALK.
AC. REMOVE (1,100' SQUARE FEET) OF EXISTING ASPHALT.
AD. REMOVE AND REPLACE TOW-AWAY SIGNAGE.
AE. REMOVE AND REPLACE EXISTING GUTTER LIP. REFER TO C-4 FOR
GRADING.
AF. REMOVE AND REPLACE ADA SIGNAGE.
AG. REMOVE AND REPLACE EXISTING ADA PARKING STRIPING.
AH. REMOVE PARKING STRIPING.
AI. REMOVE COLUMN.
AJ. REMOVE EXISTING BUILDING DOORS. REFER TO ARCHITECTURAL PLAN.
AK. REMOVE EXISTING BUILDING WALL. REFER TO ARCHITECTURAL PLAN.
AL. REMOVE (35' SQUARE FEET) OF CONCRETE PAVEMENT.
AM. REMOVE (180' SQUARE FEET) OF LANDSCAPING.
AN. SAWCUT LINE.
DEMOLITION NOTES:
1. THE CONTRACTOR IS RESPONSIBLE FOR THE DEMOLITION, REMOVAL, AND DISPOSAL (IN A LOCATION APPROVED BY ALL GOVERNING AUTHORITIES) ALL
STRUCTURES, PADS, WALLS, FLUMES, FOUNDATIONS, PARKING, DRIVES, DRAINAGE, STRUCTURES, UTILITIES, ETC., SUCH THAT THE IMPROVEMENTS SHOWN ON
THE REMAINING PLANS CAN BE CONSTRUCTED. ALL FACILITIES TO BE REMOVED SHALL BE UNDERCUT TO SUITABLE MATERIAL AND BROUGHT TO GRADE WITH
SUITABLE COMPACTED FILL MATERIAL PER THE CONTRACT DOCUMENTS.
2. HE CONTRACTOR IS RESPONSIBLE FOR REMOVING ALL DEBRIS FROM THE SITE AND DISPOSING THE DEBRIS IN A LAWFUL MANNER. THE CONTRACTOR IS
RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED FOR DEMOLITION AND DISPOSAL.
3. THE CONTRACTOR SHALL COORDINATE WITH RESPECTIVE UTILITY COMPANIES PRIOR TO THE REMOVAL AND/OR RELOCATION OF UTILITIES. THE CONTRACTOR
SHALL COORDINATE WITH THE UTILITY COMPANY CONCERNING PORTIONS OF WORK WHICH MAY BE PERFORMED BY THE UTILITY COMPANY'S FORCES AND ANY
FEES WHICH ARE TO BE PAID TO THE UTILITY COMPANY FOR THEIR SERVICES. THE CONTRACTOR IS RESPONSIBLE FOR PAYING ALL FEES AND CHARGES.
4. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE
CONVENIENCE OF THE CONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR THEIR ACCURACY. PRIOR TO THE START OF ANY DEMOLITION ACTIVITY,
THE CONTRACTOR SHALL NOTIFY THE UTILITY COMPANIES FOR ONSITE LOCATIONS OF EXISTING UTILITIES.
5. ALL EXISTING SEWERS, PIPING AND UTILITIES SHOWN ARE NOT TO BE INTERPRETED AS THE EXACT LOCATION, OR AS THE ONLY OBSTACLES THAT MAY OCCUR
ON THE SITE. VERIFY EXISTING CONDITIONS AND PROCEED WITH CAUTION AROUND ANY ANTICIPATED FEATURES. GIVE NOTICE TO ALL UTILITY COMPANIES
REGARDING DESTRUCTION AND REMOVAL OF ALL SERVICE LINES AND CAP ALL LINES BEFORE PROCEEDING WITH THE WORK. UTILITIES DETERMINED TO BE
ABANDONED AND LEFT IN PLACE SHALL BE GROUTED IF UNDER BUILDING.
6. ELECTRICAL, TELEPHONE, CABLE, WATER, FIBER OPTIC CABLE AND/OR GAS LINES NEEDING TO BE REMOVED OR RELOCATED SHALL BE COORDINATED WITH THE
AFFECTED UTILITY COMPANY AND REMOVED TO THE PROPERTY LINE. ADEQUATE TIME SHALL BE PROVIDED FOR RELOCATION AND CLOSE COORDINATION WITH
THE UTILITY COMPANY IS NECESSARY TO PROVIDE A SMOOTH TRANSITION IN UTILITY SERVICE. CONTRACTOR SHALL PAY CLOSE ATTENTION TO EXISTING
UTILITIES WITHIN THE ANY ROAD RIGHT OF WAY DURING CONSTRUCTION.
7. CONTRACTOR MUST PROTECT THE PUBLIC AT ALL TIMES WITH FENCING, BARRICADES, ENCLOSURES, ETC., (AND OTHER APPROPRIATE BEST MANAGEMENT
PRACTICES) AS APPROVED BY THE OWNER.
8. CONTINUOUS ACCESS SHALL BE MAINTAINED FOR THE SURROUNDING PROPERTIES AT ALL TIMES DURING DEMOLITION OF THE EXISTING FACILITIES.
9. PRIOR TO DEMOLITION OCCURRING, ALL EROSION CONTROL DEVICES ARE TO BE INSTALLED.
10. CONTRACTOR SHALL LIMIT SAW-CUT & PAVEMENT REMOVAL TO ONLY THOSE AREAS WHERE IT IS REQUIRED AS SHOWN ON THESE CONSTRUCTION PLANS BUT IF
ANY DAMAGE IS INCURRED ON ANY OF THE SURROUNDING PAVEMENT, ETC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IT'S REMOVAL AND REPAIR.
11. DAMAGE TO ALL EXISTING CONDITIONS DESIGNATED TO REMAIN WILL BE REPLACED AT CONTRACTOR'S EXPENSE.
12. CONTRACTOR IS RESPONSIBLE FOR REMOVING EXISTING IRRIGATION SYSTEM IN THE AREAS OF PROPOSED IMPROVEMENTS. THE CONTRACTOR SHALL CAP THE
EXISTING IRRIGATION SYSTEM TO REMAIN SUCH THAT THE REMAINING SYSTEM SHALL CONTINUE TO FUNCTION PROPERLY.
XX
1
A
2 3 4 5 6 7 8 9 10 11 12 13
B
C
D
E
F
G
H
I
DOCUMENTS PREPARED BY CORESTATES, INC.,
INCLUDING THIS DOCUMENT, ARE TO BE USED
ONLY FOR THE SPECIFIC PROJECT AND SPECIFIC
USE FOR WHICH THEY WERE INTENDED. ANY
EXTENSION OF USE TO ANY OTHER PROJECTS,
BY OWNER OR BY ANY OTHER PARTY, WITHOUT
THE EXPRESSED WRITTEN CONSENT OF
CORESTATES, INC. IS DONE UNLAWFULLY AND
AT THE USERS OWN RISK. IF USED IN A WAY
OTHER THAN THAT SPECIFICALLY INTENDED,
USER WILL HOLD CORESTATES, INC. HARMLESS
FROM ALL CLAIMS AND LOSSES.
Drawing: P:\McDonalds\MRP\Mill Valley, CA (600 Redwood Hwy) 004-0263 - MCD.28034\CIVIL\Drawings\Presentation\MCD-28034-P-DEMO.dwg ;DEMOLITION PLANPlot Date/Time: Apr. 06, 20 - 11:36:53User: RMONFARED
SITE LOCATION
ENGINEER SEAL
4240 E
. Jurupa S
treet, S
uite 402
Ontario, C
A 91761
Phone (909) 467-8919
Fax (909) 467-8940
TV
incent@
core-eng.com
DOCUMENT
REVISIONS
REV DATE COMMENT BY
CHECKED BY:
SHEET NO.
JOB #:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR
ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGN
DRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,
MEASUREMENTS TAKEN IN THE FIELD. CORE STATES, INC. DOES NOT GUARANTEE
THAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THE
APPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TO
REQUEST EXACT FIELD LOCATIONS OF UTILITIES.
Call before you dig.
below.Know what's
Mc
Do
na
ld
's
U
SA
, L
LC
RR
c
CIVIL
CONSTRUCTION
PLANS FOR
MCDONALD'S AT
MILL VALLEY, CA
TV
RM
04/01/2020
600 REDWOOD HWY,
MILL VALLEY, CA 94941
(004-0263)
MCD.28034
N36°11'20"W 377.25'
N85°15'20"W 247.17'
N4°
44'4
0"E
285
.00'
N85°15'20"W 312.21'
N4°
44'4
0"E
75.
00'
N36°11'20"W 99.28'
DRIVE
THRUTH
ANK
YOU
DRIVETHRU
22'
5.75'
1.5'
1.5'15'
50°
35°
100'
18'
18'
18'6.1'
8'9'
9'
29.5'
1.7'
31.8'
9'
1.5'
1.5'
18'
A
A B
C
C
CD
D
D V
F
G
EH
I
K
J
J
L
L
M
NO
P
Q
R
S
TU
U
J
J
W
S3
S2S1
A
D
V
A
Y
Z
5'10
'6'
A
X
5'
C
P
45.09'
66.9
8'75
'
16.37'
1" = 20'
0 201020 5GRAPHIC SCALE
SITE PLAN
C-3
1" = 20'
1
A
2 3 4 5 6 7 8 9 10 11 12 13
B
C
D
E
F
G
H
I
DOCUMENTS PREPARED BY CORESTATES, INC.,INCLUDING THIS DOCUMENT, ARE TO BE USED
ONLY FOR THE SPECIFIC PROJECT AND SPECIFICUSE FOR WHICH THEY WERE INTENDED. ANY
EXTENSION OF USE TO ANY OTHER PROJECTS,BY OWNER OR BY ANY OTHER PARTY, WITHOUT
THE EXPRESSED WRITTEN CONSENT OFCORESTATES, INC. IS DONE UNLAWFULLY ANDAT THE USERS OWN RISK. IF USED IN A WAYOTHER THAN THAT SPECIFICALLY INTENDED,
USER WILL HOLD CORESTATES, INC. HARMLESSFROM ALL CLAIMS AND LOSSES.
Drawing: P:\McDonalds\MRP\Mill Valley, CA (600 Redwood Hwy) 004-0263 - MCD.28034\CIVIL\Drawings\Presentation\MCD-28034-P-SITE.dwg ;SITE PLANPlot Date/Time: Jun. 11, 21 - 08:44:43User: ZMICHELS
SITE LOCATION
ENGINEER SEAL
4240
E. J
urup
a St
reet
, Sui
te 4
02O
ntar
io, C
A 91
761
Phon
e (9
09) 4
67-8
919
Fax
(909
) 467
-894
0TV
ince
nt@
core
-eng
.com
DOCUMENT
REVISIONSREV DATE COMMENT BY
CHECKED BY:
SHEET NO.
JOB #:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGNDRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. CORE STATES, INC. DOES NOT GUARANTEETHAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATIONS OF UTILITIES.
Call before you dig.below.Know what's
McD
onal
d's
USA,
LLC
RR
c
CIVILCONSTRUCTION
PLANS FORMCDONALD'S ATMILL VALLEY, CA
TV
RM
04/01/2020
600 REDWOOD HWY,MILL VALLEY, CA 94941
(004-0263)
MCD.28034
MB
SITE LEGENDEXISTING PROPERTY BOUNDARY LINEEXISTING ADJOINING PROPERTY LINE
PROPOSED CURB
PROPOSED DEPRESSED CURB
PROPOSED STORM STRUCTURES
PROPOSED SANITARY STRUCTURES
PROPOSED SIDEWALK
PROPOSED CONCRETE
PROPOSED WATER STRUCTURES
PROPOSED PARKING COUNT
PROPOSED BUILDING
PROPOSED ASPHALT
E
PROPOSED CURB AND GUTTER
EXISTING UTILITY EASEMENT
PROPOSED SITE LIGHTING FIXTURES
EXISTING EDGE OF PAVEMENT
EXISTING WATER STRUCTURE
EXISTING SANITARY STRUCTURESWV
EXISTING CURB AND GUTTER
EXISTING STORMWATER STRUCTURES
SPILL GUTTER
C
D
XX
S
PPEXISTING ELECTRIC STRUCTURE
PROPOSED RIPRAP
KEYED NOTES:A. CONSTRUCT 6" CONCRETE CURB. REFER TO SHEET CD-1 FOR DETAILS.B. CONSTRUCT ASPHALT PAVING. REFER TO SHEET CD-2 FOR DETAILS.C. CONSTRUCT CONCRETE PAVING. REFER TO SHEET CD-1 AND CD-2 FOR DETAILS.D. CONSTRUCT CONCRETE SIDEWALK. REFER TO SHEET CD-2 FOR DETAILS.E. INSTALL NEW VAN ACCESSIBLE PARKING STALL TO HAVE A MAXIMUM SLOPE OF 2% OR LESS IN ALL
DIRECTIONS. REFER TO SHEET CD-1 FOR DETAILS.F. INSTALL NEW ACCESSIBLE ACCESS AISLE TO HAVE A MAXIMUM SLOPE OF 2% OR LESS IN ALL
DIRECTIONS. REFER TO SHEET CD-1 FOR DETAILS.G. INSTALL NEW ACCESSIBLE PARKING STALL TO HAVE A MAXIMUM SLOPE OF 2% OR LESS IN ALL
DIRECTIONS. REFER TO SHEET CD-1 FOR DETAILS.H. INSTALL NEW ADA SIGN, "VAN ACCESSIBLE" & "MINIMUM FINE $250" SIGN, AND POST. REFER TO
SHEET CD-1 FOR DETAILS.I. INSTALL NEW ADA SIGN, "MINIMUM FINE $250" SIGN, AND POST. REFER TO SHEET CD-1 FOR DETAILS.J. INSTALL NEW WHEEL STOP. REFER TO SHEET CD-1 FOR DETAILS.K. INSTALL NEW DETECTABLE WARNING DEVICE. REFER TO SHEET CD-1 FOR DETAILS.L. INSTALL TOW AWAY SIGN WITH RECLAIM INFORMATION. REFER TO SHEET CD-1 FOR DETAILS.M. INSTALL NEW DIRECTIONAL SIGN. REFER TO SHEET CD-1 FOR DETAILS.N. INSTALL DIGITAL MENU BOARD FOUNDATION. REFER TO SHEET FD-1 FOR DETAILS.O. INSTALL DIGITAL PRESELL BOARD FOUNDATION. REFER TO SHEET FD-1 FOR DETAILS.P. PROPOSED MCDONALD'S YELLOW PAVEMENT MARKINGS. REFER TO SHEET CD-1 FOR DETAILS.Q. PROPOSED "DRIVE THRU" PAVEMENT MARKING. REFER TO SHEET CD-1 FOR DETAILS.R. PROPOSED "THANK YOU" PAVEMENT MARKING. REFER TO SHEET CD-1 FOR DETAILS.S. PROPOSED 135' SQUARE FEET BUILDING EXPANSION. REFER TO ARCHITECTURAL PLANS.T. PROPOSED RE-STRIPING PARKING STALLS PER CITY OF MILL VALLEY PARKING STANDARDS.U. PROPOSED NEW GUTTER LIP.V. PROPOSED NEW LANDSCAPE TO MATCH EXISTING.W. PROPOSED NO PARKING ZONE STRIPING.X. PROPOSED NEW WALL TO MATCH EXISTING.Y. PROPOSED CONCRETE RAMP. REFER TO SHEET CD-2 FOR DETAILS.Z. PROPOSED HANDRAILS. REFER TO SHEET CD-2 FOR DETAILS.
DIGITAL PRE-SELL BOARD
S1
S2
S3
SIGNAGE NOTES:
1. ONLY "S1 AND S2" SIGNS ARE TO BE INCLUDED FOR THIS PERMIT. REFER TO SHEET DT-1 ANDFD-1 FOR SIGN DETAILS.
2. CONTRACTOR IS RESPONSIBLE FOR ALL ELECTRICAL AND COMMUNICATION CONDUIT ANDWIRING PER THE MANUFACTURES SPECIFICATIONS.
3. VERIFY SIGNAGE WITH SIGN ORDER REQUEST FORM.4. VERIFY ALL SIGNAGE LOCATIONS WITH McDONALD'S REPRESENTATIVE BEFORE INSTALLATION.
OUTDOOR DIGITAL MENU BOARD
SIGN LEGEND
WELCOME POINT GATEWAY(FOR REFERENCE ONLY; SEPARATE PERMIT)
XX
N36°11'20"W 377.25'
N85°15'20"W 247.17'
N4°
44'4
0"E
285
.00'
N85°15'20"W 312.21'
N4°
44'4
0"E
75.
00'
N36°11'20"W 99.28'
DRIVE
THRUTH
ANK
YOU
DRIVETHRU
8
8
8
8
1.3%1.7%
1.1%
1.5%
1.3%
0.6%
0.4%
0.4%
0.2%
1.0%
1.5%
6.9%
1.3%
1.5%
FG 7.83
FG 8.14
FG 8.26
FG 8.15
FG 8.09
FS 8.18FS 8.09
FS 8.04
FS 8.15
FS 8.21
FS 8.32FS 8.21
FS 8.20FS 8.20
FS 8.16FS 8.16
FS 8.17
(FS 8.13)
(FS 7.98)
FS 8.10
FS 8.20 FS 8.36FS 8.37
(FS 8.09)
(FS 8.18)
(FS 8.22)
(FS 8.27)
(FS 8.25)
(FS 8.07)
(FS 8.05)
FS 8.24
FS 8.20
FS 8.23
(FS 8.06)
TC 8.53
(TC 8.43)
FS 8.12FG 8.42TC 8.13
FS 7.63
FS 7.88
FS 7.88
FS 7.80
FS 7.72FS 7.64
FS 7.78
(FG 8.04)(FS 7.61)
(FS 7.97)
FS 7.36TC 8.16
TC 7.82
(TC 7.70)(FS 7.26)
(FS 7.32)
TC 7.78FS 7.28
FS 7.31
FS 7.39
FS 8.08FS 8.00
(TC 7.48)(FS 7.01)
(TC 7.39)(FS 6.94)
(FS 7.90)
(FS 8.10)(FS 8.14)
TC 8.61FS 8.11
(TC 8.15)(FS 7.72)
(FS 7.68)(TC 8.08)
(FS 8.28)
FG 7.93
(FS 7.65)
(FS 7.60)
(FS 7.71)
1" = 20'
0 201020 5GRAPHIC SCALE
GRADING PLAN
C-4
1" = 20'
1
A
2 3 4 5 6 7 8 9 10 11 12 13
B
C
D
E
F
G
H
I
DOCUMENTS PREPARED BY CORESTATES, INC.,INCLUDING THIS DOCUMENT, ARE TO BE USED
ONLY FOR THE SPECIFIC PROJECT AND SPECIFICUSE FOR WHICH THEY WERE INTENDED. ANY
EXTENSION OF USE TO ANY OTHER PROJECTS,BY OWNER OR BY ANY OTHER PARTY, WITHOUT
THE EXPRESSED WRITTEN CONSENT OFCORESTATES, INC. IS DONE UNLAWFULLY ANDAT THE USERS OWN RISK. IF USED IN A WAYOTHER THAN THAT SPECIFICALLY INTENDED,
USER WILL HOLD CORESTATES, INC. HARMLESSFROM ALL CLAIMS AND LOSSES.
Drawing: P:\McDonalds\MRP\Mill Valley, CA (600 Redwood Hwy) 004-0263 - MCD.28034\CIVIL\Drawings\Presentation\MCD-28034-P-GRAD.dwg ;GRADING PLANPlot Date/Time: Apr. 08, 20 - 18:18:07User: RMONFARED
SITE LOCATION
ENGINEER SEAL
4240
E. J
urup
a St
reet
, Sui
te 4
02O
ntar
io, C
A 91
761
Phon
e (9
09) 4
67-8
919
Fax
(909
) 467
-894
0TV
ince
nt@
core
-eng
.com
DOCUMENT
REVISIONSREV DATE COMMENT BY
CHECKED BY:
SHEET NO.
JOB #:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGNDRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. CORE STATES, INC. DOES NOT GUARANTEETHAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATIONS OF UTILITIES.
Call before you dig.below.Know what's
Mc
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's
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SA
, L
LC
RR
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CIVILCONSTRUCTION
PLANS FORMCDONALD'S ATMILL VALLEY, CA
TV
RM
04/01/2020
600 REDWOOD HWY,MILL VALLEY, CA 94941
(004-0263)
MCD.28034
ABBREVIATIONS
EG EDGE OF GUTTERFL FLOW LINEFS FINISHED SURFACETC TOP OF CURBTP TOP OF PAVEMENT AND/OR CONCRETEFG FINISED GRADETW TOP WALL
EXISTING SPOT GRADEPROPOSED SPOT GRADE
GRADING NOTES
1. ALL GRADING AND CONSTRUCTION SHALL CONFORM TO THE 2016 CALIFORNIA BUILDING CODES AND THESTATE MODEL WATER EFFICIENCY LANDSCAPE ORDINANCE UNLESS SPECIFICALLY NOTED ON THESE PLANS.
2. ANY MODIFICATIONS OF OR CHANGES TO APPROVED GRADING PLANS MUST BE APPROVED BY THE BUILDINGOFFICIAL.
3. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE BUILDING OFFICIAL. A PRE-GRADINGMEETING AT THE SITE IS REQUIRED BEFORE THE START OF THE GRADING WITH THE FOLLOWING PEOPLEPRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST,COUNTY GRADING INSPECTOR(S) OR THEIR REPRESENTATIVES, AND WHEN REQUIRED THE ARCHEOLOGISTOR OTHER JURISDICTIONAL AGENCIES. PERMITTEE OR HIS AGENT ARE RESPONSIBLE FOR ARRANGINGPRE-GRADE MEETING AND MUST NOTIFY THE BUILDING OFFICIAL AT LEAST TWO BUSINESS DAYS PRIOR TOPROPOSED PRE-GRADE MEETING.
4. ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE, THATCONTROLS AND RESTRICTS NOISE FROM THE USE OF CONSTRUCTION AND GRADING EQUIPMENT FROM THEHOURS OF 8:00 PM TO 6:30 AM, AND ON SUNDAYS AND HOLIDAYS.
5. CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE (SECTION 7050.5)ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT OF DISCOVERY ORRECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A DEDICATED CEMETERY, THE LAWREQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION OR DISTURBANCE OF THESITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY BE LOCATED , OCCUR UNTIL THE FOLLOWING HASBEEN MEASURES HAVE BEEN TAKEN:
5.a. THE COUNTY CORONER HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THECAUSE OF DEATH IS REQUIRED, AND
5.b. IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED NATIVEAMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR DISPOSING, WITHAPPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS.
6. ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE BUILDINGOFFICIAL OR A LEGAL DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE AREREQUIRED AND MUST BE PROVIDED TO THE BUILDING OFFICIAL UPON REQUEST.
7. A COPY OF THE CONSTRUCTION PERMIT AND APPROVED CONSTRUCTION PLANS MUST BE IN THEPOSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES.
8. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED PERCONSTRUCTION STAKING BY FIELD ENGINEER OR LICENSED SURVEYOR. PRIOR TO GRADING, ASREQUESTED BY THE BUILDING OFFICIAL, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREASSHALL BE STAKED.
9. PLANS REFERENCED ON THIS SHEET SHALL COMPLY WITH THE FOLLOWING CODES AS APPLICABLE:
2016 CALIFORNIA EXISTING BUILDING CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA GREEN BUILDING STANDARDS2016 CALIFORNIA BUILDING CODE (CHAPTER 11B ACCESSIBILITY)SANTA CLARA COUNTY HEALTH CODE
(TP XXX.XX)TP XXX.XX
MB
GRADING LEGEND
EXISTING PROPERTY BOUNDARY LINEEXISTING ADJOINING PROPERTY LINE
PROPOSED CURB
PROPOSED STORM STRUCTURES
PROPOSED SANITARY STRUCTURES
PROPOSED SIDEWALK
PROPOSED CONCRETE
PROPOSED WATER STRUCTURES
PROPOSED BUILDING
E
PROPOSED CURB AND GUTTER
EXISTING UTILITY EASEMENT
PROPOSED SITE LIGHTING FIXTURES
EXISTING EDGE OF PAVEMENT
EXISTING WATER STRUCTURE
EXISTING SANITARY STRUCTURESWV
EXISTING CURB AND GUTTER
EXISTING STORMWATER STRUCTURES
EXISTING 1' INTERVAL CONTOUR LINEEXISTING 5' INTERVAL CONTOUR LINE
PROPOSED 1' INTERVAL CONTOUR LINEPROPOSED 5' INTERVAL CONTOUR LINE
168
165
EXISTING WATER MAINEXISTING GAS MAIN
EXISTING OVERHEAD WIRESEXISTING TELEPHONEEXISTING UNDERGROUND ELECTRIC
EXISTING SANITARYEXISTING STORMPROPOSED STORM PIPE
W W PROPOSED WATERS S PROPOSED SANITARY
FM FM PROPOSED SANITARY FORCEMAIN
PROPOSED SPOT SHOTSRIM XX.XXG XX.XX TC XX.XX
STM15
STORM-3
RF1
RF-3 PROPOSED STORM PIPE CALL OUT
PROPOSED STORM STRUCTURES NAME
SPILL GUTTER
D
S
PPEXISTING ELECTRIC STRUCTURE
PROPOSED DRAINAGE BASIN DIVIDE
PROPOSED RIPRAP
THAN
K YO
U
8
8
8
1.3%1.7%
1.1%
1.5%
1.3%
0.6%
0.4%
0.4%
0.2%
1.0%
1.5%
6.9%
1.3%
1.5%
FG 7.83
FG 8.14
FG 8.26
FS 8.18
FS 8.09
FS 8.04
FS 8.15
FS 8.21
FS 8.32
FS 8.21
FS 8.20
FS 8.20
FS 8.16
FS 8.16
FS 8.17
(FS 8.13)
(FS 7.98)
FS 8.10
FS 8.20 FS 8.36
FS 8.37
(FS 8.09)
(FS 8.18)
(FS 8.22)
FS 8.24
FS 8.20
(FS 8.06)
TC 8.53
(TC 8.43)
FS 8.12
FG 8.42TC 8.13FS 7.63
FS 7.88
FS 7.88
FS 7.36
TC 8.16
TC 7.82
(TC 7.70)
(FS 7.26)
(FS 7.32)
TC 7.78FS 7.28
FS 7.31
FS 7.39
FS 8.08
FS 8.00
(TC 7.48)
(FS 7.01)
(TC 7.39)
(FS 6.94)
(FS 7.90)
(FS 8.10)
(FS 8.14)
TC 8.61FS 8.11
(TC 8.15)
(FS 7.72)
(FS 7.68)
(TC 8.08)
(FS 8.28)
FG 7.93
(FS 7.65)
(FS 7.60)
(FS 7.71)
1" = 5'
0 52.55GRAPHIC SCALE
ROOF PLANOVERLAY
C-4.1
1" = 5'
1
A
2 3 4 5 6 7 8 9 10 11 12 13
B
C
D
E
F
G
H
I
DOCUMENTS PREPARED BY CORESTATES, INC.,INCLUDING THIS DOCUMENT, ARE TO BE USED
ONLY FOR THE SPECIFIC PROJECT AND SPECIFICUSE FOR WHICH THEY WERE INTENDED. ANY
EXTENSION OF USE TO ANY OTHER PROJECTS,BY OWNER OR BY ANY OTHER PARTY, WITHOUT
THE EXPRESSED WRITTEN CONSENT OFCORESTATES, INC. IS DONE UNLAWFULLY ANDAT THE USERS OWN RISK. IF USED IN A WAYOTHER THAN THAT SPECIFICALLY INTENDED,
USER WILL HOLD CORESTATES, INC. HARMLESSFROM ALL CLAIMS AND LOSSES.
Drawing: P:\McDonalds\MRP\Mill Valley, CA (600 Redwood Hwy) 004-0263 - MCD.28034\CIVIL\Drawings\Presentation\MCD-28034-P-GRAD.dwg ;ROOF OVERLAYPlot Date/Time: Jun. 11, 21 - 09:05:58User: ZMICHELS
SITE LOCATION
ENGINEER SEAL
4240
E. J
urup
a St
reet
, Sui
te 4
02O
ntar
io, C
A 91
761
Phon
e (9
09) 4
67-8
919
Fax
(909
) 467
-894
0TV
ince
nt@
core
-eng
.com
DOCUMENT
REVISIONSREV DATE COMMENT BY
CHECKED BY:
SHEET NO.
JOB #:
SCALE:
DRAWN BY:
DATE:
SHEET TITLE
THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/ORELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON DESIGNDRAWINGS, RECORDS OF THE VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE,MEASUREMENTS TAKEN IN THE FIELD. CORE STATES, INC. DOES NOT GUARANTEETHAT LOCATIONS SHOWN ARE EXACT. THE CONTRACTOR MUST CONTACT THEAPPROPRIATE UTILITY COMPANIES AT LEAST 72 HOURS BEFORE ANY EXCAVATION TOREQUEST EXACT FIELD LOCATIONS OF UTILITIES.
Call before you dig.below.Know what's
McD
onal
d's
USA,
LLC
RR
c
CIVILCONSTRUCTION
PLANS FORMCDONALD'S ATMILL VALLEY, CA
TV
RM
04/01/2020
600 REDWOOD HWY,MILL VALLEY, CA 94941
(004-0263)
MCD.28034
TOP OFPARAPET = 26.32'
TOP OFPARAPET = 26.32'
TOP OFPARAPET = 26.32'
TOP OFPARAPET = 26.32'
TOP OFPARAPET = 26.32'
TOP OFPARAPET = 26.32'
3" (M
IN
.)
PR
OJE
CT
IO
N A
BO
VE
G
RA
DE
SEE CIVIL DWGS.
FINISH GRADE/PAVEMENT REFER
TO CIVIL DWGS. FOR ELEVATIONS
& SUBGRADE PREPARATION REQ.
(3) - #3 CIRCULAR TIE REINF.
WITHIN TOP 5" OF VERT. REINF.
#3 CIRCULAR REINF. @ 6" O.C.
@ ANCHOR BOLT EMBEDMENT
5'-6"
MIN
IM
UM
S
OIL E
MB
ED
ME
NT
(6)-#6 VERT. REINF. EQUALLY
SPACED AROUND
CIRCUMFERENCE OF
FOUNDATION
CAGE BOLSTER @
FOUNDATION REINF.
2'-0"
FOUNDATION DIA.
#3 CIRCULAR TIE
REINF. @18" O.C.,
U.N.O.
CONCRETE FOUNDATION.
CONTRACTOR TO USE SONOTUBE
(OR APPROVED EQUAL) TO CAST
CONCRETE
B.O. FOUNDATION
4 1/2" M
IN
.
AN
CH
OR
P
RO
JE
CT
IO
N
T.O. GRADE
1" G
AP
(M
IN
.)
2" G
AP
(M
AX
.)
BASE PLATE BY VENDOR. SEE
BASE DETAIL FOR ADDITIONAL
INFORMATION
SIGN ASSEMBLY BY OTHERS.
SEE VENDOR DRAWINGS FOR
INSTALLATION REQUIREMENTS.
ELECTRICAL CONDUIT.
CONTRACTOR TO COORDINATE
W/ SIGN VENDOR REQ.
3" (M
IN
.)
CLR
.
1 1/2"
CLR.
MIN
. A
NC
HO
R B
OLT
EM
BE
DM
EN
T. S
EE
AN
CH
OR
B
OLT
D
ET
AIL
T.O. FOUNDATION
SLOPE TOP OF FOUNDATION
TO SHED WATER
4" CLEAN, COMPACTED
CRUSHED STONE BASE
COURSE BELOW FND.
2'-0"
FOUNDATION DIA.
BASE PLATE BY OTHERS.
SEE VENDOR DRAWINGS FOR
ADDITIONAL INSTALLATION
REQUIREMENTS
ANCHOR BOLT. SEE ANCHOR
BOLT DETAIL FOR ADDITIONAL
INFORMATION
FOUNDATION REINFORCEMENT.
SEE FOUNDATION DETAIL FOR
SIZE AND SPACING REQ.
1 1/2"
CLR.
8"
VERIFY W/
VENDOR
4" 4"
4"4"
4" SLOTS,
TYP.
SIGN ASSEMBLY
BY VENDOR
SLOPE TOP OF FOUNDATION
TO SHED WATER
8"
VE
RIF
Y W
/
VE
ND
OR
ELECTRICAL CONDUIT.
CONTRACTOR TO COORDINATE
W/ SIGN VENDOR REQ.
24
" (M
IN
.)
A563 LOCK NUT AS REQUIRED
PER SPECIFIED ANCHOR
DIAMETER
PLATE WASHER (PER SIGN
VENDOR)
3/4" Ø F1554 GR. 36 HOT-DIPPED
GALVANIZED ANCHOR BOLT.
CONTRACTOR TO VERIFY W/
VENDOR PER BASE PLATE
CONFIGURATION
F436 1 3/4" Ø CIRCULAR WASHER
ALL HARDWARE TO BE
HOT-DIPPED GALVANIZED
T.O. FOUNDATION
BASE PLATE BY
VENDOR
A563 LEVELING NUT AS
REQUIRED PER SPECIFIED
ANCHOR DIAMETER
A563 LOCK NUT AS REQUIRED PER
SPECIFIED ANCHOR DIAMETER
A563 BOTTOM NUT AS REQUIRED
PER SPECIFIED ANCHOR
DIAMETER
A563 STRUCTURAL NUT AS
REQUIRED PER SPECIFIED
ANCHOR DIAMETER
2'-0"
FOUNDATION DIA.
3" (M
IN
.)
PR
OJE
CT
IO
N A
BO
VE
G
RA
DE
SEE CIVIL DWGS.
FINISH GRADE/PAVEMENT REFER
TO CIVIL DWGS. FOR ELEVATIONS
& SUBGRADE PREPARATION REQ.
(3) - #3 CIRCULAR TIE REINF.
WITHIN TOP 5" OF VERT. REINF.
#3 CIRCULAR REINF. @ 6" O.C.
@ ANCHOR BOLT EMBEDMENT
5'-0"
MIN
IM
UM
S
OIL E
MB
ED
ME
NT
(6)-#6 VERT. REINF. EQUALLY
SPACED AROUND
CIRCUMFERENCE OF
FOUNDATION
CAGE BOLSTER @
FOUNDATION REINF.
CONCRETE FOUNDATION.
CONTRACTOR TO USE SONOTUBE
(OR APPROVED EQUAL) TO CAST
CONCRETE
B.O. FOUNDATION
4 1/2" M
IN
.
AN
CH
OR
P
RO
JE
CT
IO
N
T.O. GRADE
1" G
AP
(M
IN
.)
2" G
AP
(M
AX
.)
BASE PLATE BY VENDOR. SEE
BASE DETAIL FOR ADDITIONAL
INFORMATION
SIGN ASSEMBLY BY OTHERS.
SEE VENDOR DRAWINGS FOR
INSTALLATION REQUIREMENTS.
ELECTRICAL CONDUIT.
CONTRACTOR TO COORDINATE
W/ SIGN VENDOR REQ.
3" (M
IN
.)
CL
R.
1 1/2"
CLR.
MIN
. A
NC
HO
R B
OLT
EM
BE
DM
EN
T. S
EE
AN
CH
OR
B
OLT
D
ET
AIL
T.O. FOUNDATION
SLOPE TOP OF FOUNDATION
TO SHED WATER
#3 CIRCULAR TIE
REINF. @18" O.C.,
U.N.O.
4" CLEAN, COMPACTED
CRUSHED STONE BASE
COURSE BELOW FND.
2'-0"
FOUNDATION DIA.
1 1/2"
CLR.
8"
VERIFY W/
VENDOR
8"
VE
RIF
Y W
/
VE
ND
OR
BASE PLATE BY OTHERS.
SEE VENDOR DRAWINGS FOR
ADDITIONAL INSTALLATION
REQUIREMENTS
ANCHOR BOLT. SEE ANCHOR
BOLT DETAIL FOR ADDITIONAL
INFORMATION
FOUNDATION REINFORCEMENT.
SEE FOUNDATION DETAIL FOR
SIZE AND SPACING REQ.
SIGN ASSEMBLY
BY VENDOR
SLOPE TOP OF FOUNDATION
TO SHED WATER
ELECTRICAL CONDUIT.
CONTRACTOR TO COORDINATE
W/ SIGN VENDOR REQ.
24
" (M
IN
.)
A563 LOCK NUT AS REQUIRED
PER SPECIFIED ANCHOR
DIAMETER
PLATE WASHER (PER SIGN
VENDOR)
3/4" Ø F1554 GR. 36 HOT-DIPPED
GALVANIZED ANCHOR BOLT.
CONTRACTOR TO VERIFY W/
VENDOR PER BASE PLATE
CONFIGURATION
F436 1 3/4" Ø CIRCULAR WASHER
ALL HARDWARE TO BE
HOT-DIPPED GALVANIZED
T.O. FOUNDATION
BASE PLATE BY
VENDOR
A563 LEVELING NUT AS
REQUIRED PER SPECIFIED
ANCHOR DIAMETER
A563 LOCK NUT AS REQUIRED PER
SPECIFIED ANCHOR DIAMETER
A563 BOTTOM NUT AS REQUIRED
PER SPECIFIED ANCHOR
DIAMETER
A563 STRUCTURAL NUT AS
REQUIRED PER SPECIFIED
ANCHOR DIAMETER
71.6
"
49.6
"
26.6"
29"
22
"
DESIGN LOADS DERIVED FROM
APPLICABLE CODES AND FORCES
AXIAL: 236 LBF
SHEAR: 128 LBF (SERVICE)
MOMENT: 499 FT-LBF (SERVICE)
ELECTRICAL DISCONNECT
PER ELECTRICAL DWG'S. SEE
DT1.0 SHEET FOR MORE INFO.
DESIGN LOADS DERIVED FROM
APPLICABLE CODES AND FORCES
AXIAL: 825 LBF
SHEAR: 244 LBF (SERVICE)
MOMENT: 952 FT-LBF (SERVICE)
71.6"
49.6"
58.0"
22"
ELECTRICAL DISCONNECT
PER ELECTRICAL DWG'S. SEE
DT1.0 SHEET FOR MORE INFO.
GENERAL NOTES FOR SIGN
POLE FOUNDATIONS
GOVERNING BUILDING CODE: 2019 CALIFORNIA BUILDING CODE
1. RISK CATEGORY = II
2. WIND LOAD, W
A. BASIC WIND SPEED (3 SECOND GUST), V
ULT
= 91 MPH
- SERVICE WIND SPEED, V
ASD
= 72.8 MPH
B. WIND EXPOSURE CATEGORY = C
C. WIND DESIGN PRESSURES PER ASCE 7-16
SEISMIC DESIGN DATA:
A. RISK CATEGORY II
B. SEISMIC IMPORTANCE FACTOR: 1.00
C. SITE CLASS: D (ASSUMED)
D. S
S
: 1.5
E. S
1
: 0.6
F. S
DS
:1.00
G. SEISMIC DESIGN CATEGORY: D
3. FOUNDATION DESIGN DATA
A. ALLOWABLE BEARING PRESSURE = 1500 PSF (ASSUMED)
B. ALLOWABLE LATERAL BEARING PRESSURE = 100 PSF/FT (ASSUMED)
GENERAL:
1. SIGN POLE ASSEMBLY INCLUDING, BUT NOT LIMITED TO, SIGN ASSEMBLY,
STRUCTURAL STEEL POST AND BASE PLATE ASSEMBLY SHALL BE THE
RESPONSIBILITY OF OTHERS.
2. CONTRACTOR SHALL COORDINATE SIGN POLE BASE ASSEMBLY AND
ANCHOR BOLT LAYOUT WITH VENDOR PRIOR TO PLACEMENT OF CONCRETE
FOUNDATION AND ANCHOR BOLTS.
3. ALL CONTENT WITHIN THESE DRAWINGS TO BE CHECKED AGAINST SIGN
VENDOR AND ELECTRICAL DRAWINGS BY THE GENERAL CONTRACTOR AND
ANY DISCREPANCIES ARE TO BE REPORTED IMMEDIATELY.
4. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY, UNRELIEVED BY REVIEW
OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF CONSTRUCTION, FOR
COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR FABRICATION
PROCESSES AND CONSTRUCTION TECHNIQUES, AND FOR SAFE CONDITIONS
ON THE JOB SITE.
5. DO NOT SCALE DRAWINGS.
6. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY
FROM THE ENCLOSURE MANUFACTURER.
7. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
8. ALL REINFORCING STEEL BY GENERAL CONTRACTOR
9. ELECTRICAL CONTRACTOR TO PROVIDE INFORMATION ON CONDUIT AND
ELECTRICAL REQUIREMENTS.
10. REFER TO SIGN MANUFACTURER DRAWINGS AND INSTRUCTIONS FOR
ADDITIONAL INFORMATION.
11. CONTRACTOR (INSTALLER) IS RESPONSIBLE FOR THE MEANS AND METHODS
OF CONSTRUCTION IN REGARDS TO JOBSITE SAFETY.
12. DETAILS AND STRUCTURAL MEMBERS NOT SHOWN DESIGNED BY OTHERS
13. ANY MODIFICATIONS ARE TO BE VERIFIED BY AN ENGINEER
FOUNDATION:
1. ALL FOOTINGS SHALL BEAR ON FIRM UNDISTURBED RESIDUAL SOIL AND/OR
ENGINEERED EARTH FILL COMPACTED TO 95% OF ITS MAXIMUM DRY
DENSITY AS PER ASTM D 698-70 (STANDARD PROCTOR) UNLESS NOTED
OTHERWISE.
2. ALL FOOTING EXCAVATIONS ARE TO BE CLEAR OF WATER AND FOREIGN
MATTER BEFORE PLACING CONCRETE
3. SITE SOIL CONDITIONS TO BE CONFIRMED BY GEOTECHNICAL ENGINEER. IF
ASSUMED SOIL CONDITIONS ARE NOT PRESENT, FOUNDATION SHALL BE
DESIGNED BY A LICENSED STRUCTURAL ENGINEER TAKING INTO ACCOUNT
ACTUAL SITE SOIL CONDITIONS.
4. TOP 6" OF SOIL NEGLECTED IN EMBEDMENT DEPTH CALCULATIONS
(EMBEDMENT DEPTHS SHOWN ARE FROM GRADE)
5. TOP OF PIERS SHALL BE SLOPED SUCH THAT MOISTURE CANNOT
ACCUMULATE.
6. PIER DEPTHS REQUIRED ARE MINIMUMS. ALL PIERS TO EXTEND TO FROST
DEPTH AS DETERMINED BY LOCAL JURISDICTION.
7. ALL FOUNDATIONS SHALL BE CAST USING SONOTUBE FORMS OR APPROVED
EQUAL.
8. ASSUMED BEARING PRESSURES REFERENCED PER IBC TABLE 1806.2.
9. ASSUMED LATERAL BEARING PRESSURE TAKEN AS 100 PSF
CONCRETE:
1. MINIMUM CONCRETE STRENGTH (f'c) SHOULD CONFORM WITH MCDONALDS
CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTION 2.13-A AND SHALL NOT
BE LESS THAN 3000 PSI.
2. USE OF ADMIXTURES SHALL CONFORM TO MCDONALDS CAST-IN-PLACE
CONCRETE SPECIFICATION SECTION 2.6
3. AIR ENTRAINMENT SHALL CONFORM WITH MCDONALDS CAST-IN-PLACE
CONCRETE SPECIFICATION SECTIONS 2.6-A & 2.13-A
4. WATER CONTENT RATIO SHALL CONFORM TO MCDONALDS CAST-IN-PLACE
CONCRETE SPECIFICATIONS SECTION 2.13-A
5. FOUNDATION CONCRETE TO BE TESTED PER MCDONALDS CAST-IN-PLACE
CONCRETE SPECIFICATIONS SECTION 3.14
6. PROVIDE A MINIMUM 3" OF CONCRETE COVER OVER ALL STEEL CAST
AGAINST EARTH.
7. REINFORCEMENT PLACEMENT SHALL CONFORM TO MCDONALDS
CAST-IN-PLACE CONCRETE SPECIFICATIONS SECTIONS 3.2 & 3.5.
8. ANCHOR BOLTS TO BE SET IN ACCORDANCE WITH AISC CODE OF STANDARD
PRACTICE
9. DO NOT PLACE POLES ON CONCRETE UNTIL CONCRETE HAS CURED PER
MCDONALDS CAST-IN-PLACE CONCRETE SPECIFICATION, SECTION 3.11-E.
STEEL:
1. STEEL PIPE SECTION: ASTM A53 OR A252 TYPE E GRADE B (Fy = 35ksi)
2. HSS ROUND SECTION: ASTM A500 GRADE B (Fy = 42ksi)
3. HSS SQUARE/RECTANGULAR SECTIONS: ASTM A500 GRADE B (Fy = 46ksi)
4. CONNECTION BOLTS A325
5. STEEL ANGLES, CHANNELS, STRUCTURAL SHAPES AND PLATES: ASTM A36
6. REINFORCEMENT: GRADE 60
7. NUTS: A563DH OR A194-2H
8. WASHERS: ASTM F-436
9. BOLTS: F1554 GRADE 36
10. USE HOT DIPPED GALVANIZED BOLTS AND FASTENERS
11. ANCHOR RODS, NUTS, AND WASHERS SHALL BE SHIPPED AS AN ASSEMBLY
FROM THE SIGN/LIGHTING MANUFACTURER
12. NO FIELD HEATING TO BEND STEEL SHALL BE ALLOWED WITHOUT
ENGINEER'S APPROVAL.
13. DO NOT CUT ANCHOR BOLTS AFTER INSTALLATION OF POLE
14. AFTER INSTALLATION, ALL EXPOSED STEEL SHALL BE PAINTED WITH AN
ENAMEL PAINT TO INHIBIT CORROSION.
15. ANY FIELD WELDING SHALL FIRST BE VERIFIED BY ENGINEER AND
PERFORMED IN ACCORDANCE WITH AWS D1.1.
McD
on
ald
's U
SA
, L
LC
GRO
UP
CONTRACTOR TO CONFIRM ANCHOR BOLT
LAYOUTS FOR ALL SIGNS & LIGHT POLES WITH
VENDOR DRAWINGS BEFORE INSTALLING
FOUNDATIONS
VICINITY MAPNTS
600 REDWOOD HWY - MILL VALLEY, CA 94941
SIGN PROGRAM BOOK
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
04MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
SCFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
CUSTOMER APPROVAL Date
APPROVAL BOX - PLEASE INITIAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
WAWM
WPS2WPS1
OHC
WA WALL ARCH (QTY 2)
WM 24’’ WORDMARK (QTY 2)
WINDOW POSITION SIGN 2WPS2
WINDOW POSITION SIGN 1WPS1
N
OHC ORDER HERE CANOPY
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
4/23/20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
PKE/KH/TJFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
GWS SINGLE ARM GATEWAY
GWS
D
D
D DIRECTIONAL (QTY 3)
WA
WM
D
EAST (FRONT) ELEVATIONSCALE: 3/16” = 1’-0”
LED CANOPY FASCIA
45'-10" +/-
42” WALL ARCH WA
CUSTOMER APPROVAL Date
APPROVAL BOX - PLEASE INITIAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
24" WORDMARK WM
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
4/23/20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
PKE/KH/TJFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
WEST (REAR) ELEVATIONSCALE: 3/16” = 1’-0”
CUSTOMER APPROVAL Date
APPROVAL BOX - PLEASE INITIAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
4/23/20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
PKE/KH/TJFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
WEST (DRIVE-THRU) ELEVATIONSCALE: 1/8” = 1’-0”
WPS1WINDOW POSITION SIGN 1
10"
3'-0"
WPS2WINDOW POSITION SIGN 2
3’ -0”
10”
CUSTOMER APPROVAL Date
APPROVAL BOX - PLEASE INITIAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
4/23/20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
PKE/KH/TJFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
EAST (NON DRIVE-THRU) ELEVATIONSCALE: 1/8” = 1’-0”
CUSTOMER APPROVAL Date
APPROVAL BOX - PLEASE INITIAL
NOTE: Elevation drawings are for customer approval only, drawings are not to be used as any installation guide, all dimensions must be verified before installation.
60'-3" +/-
LED CANOPY FASCIA
42” WALL ARCH WA 24" WORDMARK WM
File Name:
Prepared By:Date:Customer:
Location:
MILL VALLEY, CA
4/23/20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
PKE/KH/TJFile Name:
Prepared By:Date:Customer:
Location:
Eng:-
Eng:-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANYMCDONALD’S
PLATE DETAILSCALE: 1/2 = 1'-0"
PLATE DETAILSCALE: 1/2 = 1'-0"
ISOMETRIC VIEWSCALE: NTS
GRAPHIC DETAILSCALE: 3/16 = 1'-0"
CROSS SECTION A-ASCALE: 3/8” = 1'-0"
FRAME & LAMP DETAILSCALE: 3/8” = 1'-0"
Order Here
38"13 1/4"
10"
42"
10'-8
11/16"
11'-5
11/16"
20"
4
2
5
16
10
8
1
16
6
13
12
18
14
15
16
9
7
19
1
12
16
14
9
16
4
10
8
3
2
18
11
17
511
16
28"11"
4"
11"
18"
11" 8"11"
18” X 28” X 1 1/4” PLATE1 3/8” SLOTTED HOLES
1” BOLTS
11” X 11” X 5/8” PLATE3/4” HOLES5/8” BOLTS
Order Here
9'-4 3/16"6'-9"11 3/16" NO. PART/DESCRIPTION
1 2" X 8" X 3/16" RECTANGULAR TUBE
2 2" X 6" X 1/4" RECTANGULAR TUBE
3 2" X 4" X 1/4" RECTANGULAR TUBE
4 3" X 3" X 3/16" SQUARE TUBE
5 1" X 4" X 1/8" RECTANGULAR TUBE
6 C4 ALUMINUM C-CHANNEL
7 1/2" EYEBOLTS (3)
8 11" X 11" X 5/8" TOP PLATES (2) (SEE PLATE DETAILS)
9 18" X 28" X 1 1/4" BASE PLATE (SEE PLATE DETAILS)
10 3" X 3" X 3/4" GUSSETS
11 .063" ALUMINUM SKIN
12 .063" ALUMINUM BENT SP10 SPEAKER BOX HOLDER
13 SPEAKER OPENING
14 .063" ALUMINUM BENT DM 4/DM 5 MICROPHONE BOX HOLDER
15 MICROPHONE OPENING
16 ACM CLADDING
17 SLOAN LED LIGHT WITH POWER SUPPLY
18 REFLECTIVE WHITE 680-10 VINYL
19 ADA STICKER
NOTES:
- DESIGN FACTOR: TO BE DETERMINED
- 2" X 8" X 3/16 RECTANGULAR TUBE FRAME
- ACM AND .063" ALUMINUM SKIN
- EXTERIOR FINISH:
BASE PLATE - PAINT BM 1631 MIDNIGHT OIL
TUBE AND TOP ACM - PAINT CHARCOAL
SPRINGBOARD TIP AND UNDERSIDE - PAINT PMS 123 C GOLD
- ACM/SKIN REMOVABLE FOR SERVICE
- U.L. LISTED
- ELECTRICAL: 0.64 AMPS/120 VOLTS
MCDONALD'S SPRINGBOARD OHC SPECIFICATIONSOHC
MILL VALLEY, CA
04MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
SCMCDONALD’SFile Name:
Prepared By:Date:
Eng:
Customer:
Location:
-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANY
WA
3'-6
"4'-0"
FRAME & LAMP DETAILSCALE: 3/4" = 1'-0"
GRAPHIC DETAILSCALE: 3/4" = 1'-0"
CROSS SECTION A-ASCALE: 3/4" = 1'-0"
.177" YELLOW PIGMENTED MODIFIEDMOLDED ACRYLIC FACE/LETTER BODY
.150" POLYCARBONATE INSERT PAINTED WHITE
LED POWER SUPPLY AS REQUIRED
WHITE LED’S AS REQUIRED
RETURNS PAINTED TO MATCHPMS 877 C SILVER (OPAQUE)
ELECTRICAL OUT PROVISION:THRU BACK, NEAR POWER SUPPLY
WHITE LED’S AS REQUIRED
MOUNTING HARDWARE AS REQUIRED
FLEXIBLE CONDUIT
.040" ALUMINUM BACK
FRAME DETAIL:DESIGN FACTOR: TBD.177" FORMED YELLOW PIGMENTED (PMS 123 C) MODIFIED ACRYLIC FACE/LETTER BODYEXTERIOR FINISH: PAINTED TO MATCH PMS 877 C SILVER (OPAQUE)INTERIOR FINISH: PAINTED STARBRIGHT WHITE (OPAQUE).150" POLYCARBONATE INSERT PAINTED STAR-BRIGHTWHITE.040" ALUMINUM BACKLETTER BODY REMOVABLE FOR SERVICE ACCESSU.L. APPROVEDELECTRICAL: 0.85 AMPS, 120 VOLTSSQUARE FOOTAGE: BOXED = 14.00 ACTUAL = 4.90
COUNTERSUNK FASTENERS
.177" YELLOW PIGMENTED MODIFIEDMOLDED ACRYLIC FACE/LETTER BODY
DRAIN HOLES
.150" POLYCARBONATE INSERT PAINTED WHITE
WM
GRAPHIC DETAILSCALE: 1/2" = 1'-0"
RETURNS PAINTED TO MATCHPMS 877 C SILVER (OPAQUE)
INTERIOR PAINTED STARBRIGHTWHITE (OPAQUE)
ELECTRICAL OUT PROVISION:THRU BACK OF RACEWAY
GE 24-VOLT 5000K WHITE LED’S AS REQUIRED
LED POWER SUPPLIES AS REQUIRED
COUNTERSUNK FASTENERS
.080" 2-PIECE ALUMINUM C-CHANNELRACEWAY (EXTERIOR PAINTED TO MATCH
PMS 877 C SILVER)
.040" ALUMINUM BACK, PAINTEDPMS 877 C SILVER (OUTSIDE)
4" 4"
8 1/
8"
LETTER PROFILESCALE: 1 1/2" = 1'-0"
2'-0
"2'
-0 5
/8"
16'-4 15/16" BOXED SQ. FT.
.177" WHITE MODIFIED ACRYLICMOLDED FACES/LETTER BODIES
RACEWAYS AND CONNECTORTUNNEL TO BE PAINTED TO MATCH
PMS 877 C SILVER
.177" WHITE MODIFIED ACRYLICMOLDED FACES/LETTER BODIES
NOTES:.177" MOLDED WHITE MODIFIED ACRYLIC LETTER BODIES INSTALLED ON ALUMINUM BACKS.118" WHITE ABS INSERTSEXTERIOR FINISH: MATCH PMS 877 C SILVER (OPAQUE); BACKS PAINTED PMS 877 C SILVERINTERIOR FINISH: STAR-BRIGHT WHITE (OPAQUE)LETTER BODIES REMOVABLE FOR SERVICE ACCESSACCESS PANEL BEHIND LETTER “n” FOR RACEWAY ACCESSU.L. APPROVEDELECTRICAL: 1.10 AMPS, 120 VOLTSSQUARE FOOTAGE: BOXED = 33.38 ACTUAL = 19.53
DRAIN HOLES
.118" WHITE ABS INSERT
4"
MILL VALLEY, CA
04MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
SCMCDONALD’SFile Name:
Prepared By:Date:
Eng:
Customer:
Location:
-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANY
4"
MILL VALLEY, CA
04MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
SCMCDONALD’SFile Name:
Prepared By:Date:
Eng:
Customer:
Location:
-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANY
ELEVATIONSCALE: ½” = 1’-0”
1'-0"
8 5
/16
"6
"
8'-8"
10'-8"
9'-0
" T
O P
AV
EM
EN
T
4'-11 7/16"
GWS
GRAPHIC DETAILSCALE: 1/4” = 1’-0”
9"
END VIEWSCALE: 1/4” = 1’-0”
.080” ALUMINUM CAP
3/4” ROUTED ALUMINUM LETTERS
18 GAUGE STEEL ARM
14 GAUGE CHAIN
BLACK ABS BAR
6” X 6” X 3/16” SQUARE TUBE
BASE PLATE
.080” ALUMINUM SHROUD
4MM ACM SKIN
HINGE
POLE COVER DETAILDESIGN FACTOR: TBD4MM CHARCOAL ACM POLE COVER.080” ALUMINUM CAP AND SHROUDEXTERIOR FINISH: POLE COVER - PRE-FINISHED CHARCOAL SHROUD AND BASE PLATE - MATCH B.M. 1631 MIDNIGHT OIL
CLEARANCE BAR DETAILBLACK ACM PIPE W/ 180-25 GOLDVINYL STRIPES APPLIED TO 1STSURFACE
“DRIVE-THRU” LETTER DETAIL3/4” ROUTED ALUMINUM LETTERS W/ 1ST SURFACE VINYL DECORATION: 180-25 GOLD - “DRIVE-THRU” COPY BLACK - COPY OUTLINE
SQUARE FEET: BOXED = 92.44 ACTUAL = 15.68
SWING ARM DETAILDESIGN FACTOR: TBD18 GAUGE STEEL ARM WITH HINGEW/ 1ST SURFACE PAINT AND VINYLDECORATION: MATCH PMS 123 C YELLOW - SWING ARM 7725-12 BLACK - “CLEARANCE 9 FEET” COPY
14"
14"
10"
10"
1” X 14” X 14” PLATE7/8” SLOTTED HOLES
2” CENTER HOLE3/4” ANCHOR BOLTS
BASE PLATE DETAILSCALE: 1” = 1’-0”
FRONT VIEWSCALE: 1/4” = 1’-0”
.080” ALUMINUM CAP
3/4” ROUTED ALUMINUM LETTERS
18 GAUGE STEEL ARM
14 GAUGE CHAIN
END CAP
BLACK ABS BAR
6” X 6” X 3/16” SQUARE TUBE
BASE PLATE
.080” ALUMINUM SHROUD
4MM ACM SKIN
16 1
/16"
6"
3/4
"
5"
9'-4 1
/2"
9'-0"
TO
PA
VE
ME
NT
10'-8"
1'-0"
8'-8"4'-11 7/16"
1” X 1” X 1/8” ALUMINUM ANGLE
8" X 3" X 3/16" STEEL STRAP 1" X 1" X 1/8" ANGLE IRON
PLATE DETAILSSCALE: 3" = 1'-0"
MOUNTING BRACKET DETAILSSCALE: 3" = 1'-0"
2'-0" 2"2'-10"3/16"
1"8"
TWO MOUNTING BRACKETSINCLUDED IN THIS ITEM NUMBER
8"
3"
5 "
2"
10"
10"
3'-0"
3'-0"
WINDOW POSITION SIGN DETAILSSCALE: 1 1/2" = 1'-0"
WINDOW POSITION SIGNS DETAILDESIGN FACTOR: TBD.150" PIGMENTED PVC BOARD TO MATCH GREY FORD - MED DK PLATINUMWHITE SCREENED COPY 1ST SURFACE2.50 SQUARE FEET* BOTH WINDOW POSITION SIGNS ARE INCLUDED IN THIS ITEM.
.150" PIGMENTED PVC BOARD
.150" PIGMENTED PVC BOARD
WHITE SCREENED DECORATION
WHITE SCREENED DECORATION
BRACKET DETAILSDESIGN FACTOR: TBD3/16" X 3" STEEL STRAP1" X 1" X 1/8" ANGLE IRON ARMEXTERIOR FINISH: PAINTED PMS 877 C SILVER5/16" HOLES PUNCHED IN ANGLE AND PLATE FOR MOUNTING
WPS2WPS1
MILL VALLEY, CA
04MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
SCMCDONALD’SFile Name:
Prepared By:Date:
Eng:
Customer:
Location:
-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANY
4"
MILL VALLEY, CA
25MAR20
241277 - R5 - 600 REDWOOD HWY - MILL VALLEY, CA
KH/SCMCDONALD’SFile Name:
Prepared By:Date:
Eng:
Customer:
Location:
-
Note: Color output may not be exact when viewing or printing this drawing. All colors used are PMS or the closest CMYKequivalent. If these colors are incorrect, please provide the correct PMS match and a revision to this drawing will be made. 700 21st Street Southwest
PO Box 210Watertown, SD 57201-02101 .800.843.9888 • www.personasigns.com
DISTRIBUTED BY SIGN UP COMPANY
DIR
DIRECTIONAL ELEVATIONSCALE: 1" = 1'-0"
NO. PART/DESRIPTION
1 3" X 1" X 1/8" ALUMINUM C-CHANNEL
2 3" X 3" X 1/8" ALUMINUM TUBE
3 MOUNTING PLATE (SEE PLATE DETAIL)
4 WHITE LED'S AS REQUIRED
5 LED POWER SUPPLIES AS REQUIRED
6 DISCONNECT SWITCH
7 ELECTRICAL CONNECTION ACCESS THROUGH COVER
8 .080" ROUTED ALUMINUM SHOEBOX FACES
9 .118" NG YELLOW SOLAR GRADE POLYCARBONATE BACKER PANEL
10 .118" NG WHITE SOLAR GRADE POLYCARBONATE BACKER PANEL
11 POWDERCOAT HENTZEN #P90353APC (OR PAINT TO MATCH)
12 PAINT TO MATCH SILVER OR METALLIC GRAY
NOTES:
- DESIGN FACTOR: TO BE DETERMINED
- 3" X 1/8" ALUMINUM C-CHANNEL FRAME
- ROUTED ALUMINUM SHOTEBOX FACES
- EXTERIOR FINISH:
FACES - POWDERCOAT HENTZEN #P90353APC (OR PAINT TO MATCH)
TUBES AND PLATE - PAINT SILVER OR METALLIC GRAY
- INTERIOR FINISH: PAINT REFLECTIVE WHITE
- FACES REMOVABLE FOR SERVICE ACCESS
- U.L. LISTED
- ELECTRICAL: 1.10 AMPS/120 VOLTS
- SQUARE FOOTAGE:
FACE = 5.75
DISPLAY = 7.67
MCDONALD'S 48" NEXT GEN DIRECTIONAL SPECIFICATIONS3"A
A
1'-11"
3'-0
" FA
CE1'-0
"4'-0"
GRAPHIC DETAILSCALE: 3/8" = 1'-0"
12
9
10
11
9
10
1
2
3
4
5
8
2
3
4
5
6
7
8
9
10
1
FRAME & LAMP DETAILSCALE: 3/4" = 1'-0"
CROSS SECTION A-ASCALE: 3/4" = 1'-0"
PLATE DETAILSCALE: 1 1/2" = 1'-0"
1/2" X 7" X 7" ALUMINUM PLATE5/8" BOLT HOLES
2 1/2" CENTER HOLE
7"
7"
5"
5"
1'-11"
3'-0
"1'-0
"4'-0"
SINGLE 55”
Hot-dipped galvanized frame
Aluminum panels
Modular Mounting Structure
Allows for various screen sizes with panel/mount replacement
Option for crane in or manual 2 person assembly
Currently designed for the Samsung OHF panel but mounting hardware can be modified for alternate screen specifications in future
Modular Range
For enquiries and further informationon our range of products please visitwww.coatesgroup.com
DOUBLE 55”
Hot-dipped galvanized frame
Aluminum panels
Modular Mounting Structure
Allows for various screen sizes with panel/mount replacement
Option for crane in or manual 2 person assembly
Currently designed for the Samsung OHF panel but mounting hardware can be modified for alternate screen specifications in future
Modular Range
For enquiries and further informationon our range of products please visitwww.coatesgroup.com