McDonald's USA, LLC - marincounty.org

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EXTERIOR

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DINING

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EXTERIOR

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DINING

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N85°1

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N4°44'40"E

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N85°1

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0"W

312.2

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N4°44'40"E

75.00'

N

3

6

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1

1

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9

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A

B

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B

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C

C

C

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C

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E

E

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E

E

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G

G

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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.

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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

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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

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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.

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McD

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USA,

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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

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


PROPOSED SITE LIGHTING FIXTURES



EXISTING SANITARY STRUCTURESWV


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






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


CHECKED BY:

SHEET NO.

JOB #:

SCALE:

DRAWN BY:

DATE:

SHEET TITLE



Mc

Do

na

ld

's

U

SA

, L

LC

RR

c

CIVILCONSTRUCTION


TV

RM

04/01/2020


(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


PROPOSED SITE LIGHTING FIXTURES



EXISTING SANITARY STRUCTURESWV


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






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


CHECKED BY:

SHEET NO.

JOB #:

SCALE:

DRAWN BY:

DATE:

SHEET TITLE



McD

onal

d's

USA,

LLC

RR

c

CIVILCONSTRUCTION


TV

RM

04/01/2020


(004-0263)

MCD.28034

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.


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


TO SHED WATER

8"

VE

RIF

Y W

/

VE

ND

OR

ELECTRICAL CONDUIT.


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


DIAMETER

A563 STRUCTURAL NUT AS


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.


INSTALLATION REQUIREMENTS.

ELECTRICAL CONDUIT.


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


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.


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


TO SHED WATER

ELECTRICAL CONDUIT.


W/ SIGN VENDOR REQ.

24

" (M

IN

.)

A563 LOCK NUT AS REQUIRED


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


ANCHOR DIAMETER

A563 LOCK NUT AS REQUIRED PER

SPECIFIED ANCHOR DIAMETER

A563 BOTTOM NUT AS REQUIRED


DIAMETER

A563 STRUCTURAL NUT AS


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:


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:


Location:

MILL VALLEY, CA

4/23/20


PKE/KH/TJFile Name:


Location:

Eng:-

Eng:-




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




24" WORDMARK WM

File Name:


Location:

MILL VALLEY, CA

4/23/20


PKE/KH/TJFile Name:


Location:

Eng:-

Eng:-




WEST (REAR) ELEVATIONSCALE: 3/16” = 1’-0”




File Name:


Location:

MILL VALLEY, CA

4/23/20


PKE/KH/TJFile Name:


Location:

Eng:-

Eng:-




WEST (DRIVE-THRU) ELEVATIONSCALE: 1/8” = 1’-0”

WPS1WINDOW POSITION SIGN 1

10"

3'-0"

WPS2WINDOW POSITION SIGN 2

3’ -0”

10”




File Name:


Location:

MILL VALLEY, CA

4/23/20


PKE/KH/TJFile Name:


Location:

Eng:-

Eng:-




EAST (NON DRIVE-THRU) ELEVATIONSCALE: 1/8” = 1’-0”




60'-3" +/-

LED CANOPY FASCIA

42” WALL ARCH WA 24" WORDMARK WM

File Name:


Location:

MILL VALLEY, CA

4/23/20


PKE/KH/TJFile Name:


Location:

Eng:-

Eng:-




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



4 3" X 3" X 3/16" SQUARE 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


SCMCDONALD’SFile Name:

Prepared By:Date:

Eng:

Customer:

Location:

-



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


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



Prepared By:Date:

Eng:

Customer:

Location:

-




4"

MILL VALLEY, CA

04MAR20



Prepared By:Date:

Eng:

Customer:

Location:

-




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



Prepared By:Date:

Eng:

Customer:

Location:

-




4"

MILL VALLEY, CA

25MAR20


KH/SCMCDONALD’SFile Name:

Prepared By:Date:

Eng:

Customer:

Location:

-




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"


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

McDonald's USA, LLC - marincounty.org

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