store number: 3459...store no.: chipotle mexican grill, inc. po box 182566 columbus, oh 43218 -2566...

14
2 1 MOBILE ORDER PICK UP AHEAD MOBILE ORDER PICK UP AHEAD ONE WAY DO NOT ENTER T T Room name 101 A101 1 1 1 1 SP101 1 1 1 1 0 INTERIOR ELEVATION MARKER SECTION MARKER SECTION / DETAIL COLUMN GRID LABEL VIEW LABEL ROOM NAME & NUMBER REVISION NUMBER DOOR NUMBER KITCHEN EQUIPMENT NUMBER WALL TAG LEVEL TARGET NORTH ARROW WASHROOM ACCESSORIES NUMBER MISCELLANEOUS EQUIPMENT NUMBER EXTERIOR ELEVATION MARKER FURNITURE NUMBER 1 1i XX.X XX.X XX.X X W1 1 A101 SIM 1 A101 SIM View Scale View Name 1 A101 DIMENSION TARGET P1 FINISH TAG MINERAL POINT ROAD CHIPOTLE - 3,000 S.F. AREA OF WORK Seal: FIRM REGISTRATION 5772-005 DATE SIGNATURE EXPIRES 07 - 31 - 20 17 MAY, 2019 STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 - 2566 TELEPHONE: (614) 318 - 2482 INTERNET: WWW.CHIPOTLE.COM COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT OF SERVICE AND AS SUCH REMAINS THE PROPERTY OF CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR USE OF THIS DOCUMENT IS LIMITED AND CAN BE EXTENDED ONLY BY WRITTEN AGREEMENT WITH CHIPOTLE MEXICAN GRILL, INC.. Project No. Contents: Drawn: Issue Record: Consultant: Checked: # Revisions: "WEST TOWNE" 7066 MINERAL POINT ROAD MADISON, WI 53717 JAA 2018-1187 COVER SHEET G000 3459 D. AVERSA 05/17/2019 PLAN COMMISSION REVIEW TMB TENANT'S MENU BOARD SUPPLIER TMS TENANT'S MILLWORK SUPPLIER TP TENANT'S PHONE SUPPLIER TRS TENANT'S RAILING SUPPLIER TS TENANT'S SAFE SUPPLIER TSS TENANT'S SMART SAFE SUPPLIER TSV TENANT'S SIGN VENDOR TUV TENANT'S UV SUPPLIER TYP TYPICAL U.N.O. UNLESS NOTED OTHERWISE UPS UNINTERRUPTED POWER SUPPLY VAR VARIES VIF VERIFY IN FIELD W/ WITH WA WASHROOM ACCESSORIES WCS TENANT'S WALK-IN COOLER SUPPLIER WHS WATER HEATER SUPPLIER WS TENANT'S WINDOW SHADE SUPPLIER OC ON CENTER OSB ORIENTED STRAND BOARD POS POINT OF SALE PREP PREPARATION PVC POLYVINYL CHLORIDE QT QUARRY TILE R RADIUS RTU ROOF TOP UNITS SIM SIMILAR SPS SODA POP SUPPLIER SS SUPPORT SIGNAGE STR STRUCTURE T TENANT T.B.D. TO BE DETERMINED, SEE FIELD REFERENCE MANUAL TAB TENANT'S TEST & BALLANCE VENDOR TCC TENANT'S CABLING CONTRACTOR TEMS TENANT'S ENERGY MANAGEMENT SYSTEM SUPPLIER THS TENANT'S HARDWARE SUPPLIER TLS TENANT'S LIGHT/LAMP SUPPLIER FRP FIBERGLASS REINFORCED PANEL FRT FIRE RETARDANT-TREATED GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GYP GYPSUM HES TENANT'S HVAC EQUIPMENT SUPPLIER HS HOOD SUPPLIER HVAC HEATING AND VENTILATING ICP INITIAL COST PROJECTION IFP IN FOR PERMIT INT INTERIOR KES KITCHEN EQUIPMENT SUPPLIER MAX MAXIMUM MECH MECHANICAL MFR MANUFACTURER MIN MINIMUM MISC MISCELLANEOUS MSS MUSIC SYSTEMS SUPPLIER N.I.C. NOT IN CONTRACT NO NUMBER CENTER LINE (E) EXISTING CONSTRUCTION (N) NEW CONSTRUCTION @ AT Ø DIAMETER OR ROUND AFF ABOVE FINISH FLOOR ALUM ALUMINUM ARCH ARCHITECT(URAL) ASS ALARM SYSTEM SUPPLIER BD BOARD BLDG BUILDING CMU CONCRETE MASONRY UNIT CO2 CO2 SUPPLIER CO2AS CO2 ALARM SUPPLIER CS CHEMICAL SUPPLIER DIM DIMENSION(S) EA EACH EL ELEVATION (VERTICAL HEIGHT) ELEC ELECTRIC(AL) ELEV ELEVATION EQ EQUAL EXT EXTERIOR FC FOR CONSTRUCTION N.T.S. G000 VICINITY MAP 2 STORE NUMBER: LANDLORD: ARCHITECT: TENANT: MECHANICAL ELECTRICAL PLUMBING ENGINEER: STRUCTURAL ENGINEER: BUILDING DEPARTMENT: HEALTH DEPARTMENT: FIRE DEPARTMENT: SEWER UTILITY: NATURAL GAS UTILITY: ELECTRICAL UTILITY: TELEPHONE UTILITY: REGULATORY AGENCIES & UTILITIES KEY PLAN WATER UTILITY: ZONING DEPARTMENT: DEPARTMENT OF PLANNING & COMMUNITY & ECONOMIC DEVELOPMENT 215 MARTIN LUTHER KING JR. BLVD, SUITE 107 MADISON, WI 53703 CONTACT: JENNY KIRCHGATTER E: [email protected] T: (608) 266 - 4429 CHIPOTLE MEXICAN GRILL PO BOX 182566 COLUMBUS, OH 43218 - 2566 CONTACT: RICH FIDLER E: ([email protected]) T: (614) 832 - 2154 WILKUS ARCHITECTS 15 NINTH AVENUE NORTH HOPKINS, MN 55343 CONTACT: DANIEL AVERSA E: [email protected] T: (952) 843 - 5045 CITY OF MADISON BUILDING INSPECTION 215 MARTIN LUTHER KING JR. BLVD SUITE #017 MADISON, WI 53703 CONTACT: ALAN HAPER E: [email protected] T: (608) 266 - 4559 PUBLIC HEALTH - MADISON & DANE COUNTY 215 MARTIN LUTHER KING JR. BLVD SUITE #597 MADISON, WI 53703 CONTACT: BONNIE KOENIG E: [email protected] T: (608) 266 - 4821 CITY OF MADISON FIRE DEPARTMENT 314 W. DAYTON ST. MADISON, WI 53703 CONTACT: ANN BLACKDEER E: [email protected] T: (608) 261 - 9690 MADISON GAS & ELECTRIC COMPANY 133 BLAIR STREET MADISON, WI 53788 CONTACT: STEVE BEVERSDORF T: (608) 252 - 1552 WATER UTILITY ADMINISTRATIVE OFFICE 119 EAST OLIN AVENUE MADISON, WI 53717 CONTACT: ADAM WIEDERHOEFT E: [email protected] T: (608) 262 - 6432 MADISON GAS & ELECTRIC COMPANY 133 BLAIR STREET MADISON, WI 53788 CONTACT: MICHAEL BEELER T: (608) 252 - 7087 MADISON SEWER UTILITY ENGINEERING DIVISION 210 MARTIN LUTHER KING JR. BLVD ROOM 115 MADISON, WI 53703 CONTACT: MARK MODER E: [email protected] T: (608) 261 - 9250 SPECTRUM T: 1 - 855 - 839 - 4246 NATIONAL ENGINEERING, LTD. 788 MORRISON ROAD COLUMBUS, OH 43230 CONTACT: MIKE CHAPMAN E: [email protected] T: (614) 751 - 9610 (MAIN) F: (614) 328 - 2023 (DIRECT) ADVANCED STRUCTURAL TECHNOLOGIES 7301 OHMS LANE #215 EDINA, MN 55439 CONTACT: JOHN LEVAR E: [email protected] T: (952) 854 - 9302 LIVESEY COMPANY 2248 DEMING WAY, SUITE 200 MIDDLETON, WI 53562 CONTACT: ALEX WEIS E: [email protected] T: (608) 833 - 2929 UTILITY COORDINATOR NOTE to GC: FOR ALL WATER, SEWER, NATURAL GAS, & ELECTRICITY UTILITIES CONTACT: HDGROUP, INC 8771 WOLFF CT. SUITE 205 WESTMINSTER, CO 80031 CONTACT: MELISSA BALCERAK [email protected] T: (972) 396 - 8409 VICINITY MAP GRAPHIC SYMBOLS PROJECT INFORMATION ABBREVIATIONS SCOPE OF WORK CIVIL ENGINEER: BOGART, PEDERSON & ASSOCIATES, INC. 13076 FIRST STREET BECKER, MN 55308 CONTACT: TODD OLIN E: TOLIN@BOGART - PEDERSON.COM T: (763) 262 - 8822, EXT. 242 3459 "WEST TOWNE" 7066 MINERAL POINT ROAD MADISON, WI 53717 NORTH 1" = 50'-0" G000 ARCHITECTURAL SITE PLAN 1 TENANT INTERIOR AND EXTERIOR ALTERATION TO AN EXISTING SHELL BUILDING GROUP TENANT USE PREVIOUS USE: X X PROPOSED USE: CHIPOTLE MEXICAN GRILL A - 2 TRUE PLAN DRAWING INDEX AND REVISIONS 6 5 4 3 2 1 SHEET NO. SHEET DESCRIPTION G000 COVER SHEET G001 PROJECT DATA & LIFE SAFETY PLAN C100 TOPOGRPHIC SURVEY C200 DEMOLITION PLAN C300 SITE AND DIMENSION PLAN C400 UTILITY PLAN C500 GRADING AND EROSION CONTROL PLAN C600 LANDSCAPE PLAN C700 CONSTRUCTION DETAILS C800 CONSTRUCTION DETAILS SP100 ARCHITECTURAL SITE PLAN A130 FF&E/PATIO PLAN A140 ARCHITECTURAL ROOF PLAN A301 EXTERIOR ELEVATIONS

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Page 1: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

21

MO

BIL

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PIC

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AH

EA

D

MOBILE

ORDER

PICK UP

AHEAD

ON

E W

AY

DO

NO

T

EN

TE

R

T

T

Room name101

A101

1

1

1

1

SP101

1

1 1

1

0

INTERIOR

ELEVATION

MARKER

SECTION

MARKER

SECTION / DETAIL

COLUMN GRID LABEL

VIEW

LABEL

ROOM NAME & NUMBER

REVISION NUMBER

DOOR NUMBER

KITCHEN EQUIPMENT NUMBER

WALL TAG

LEVEL TARGET

NORTH ARROW

WASHROOM

ACCESSORIES

NUMBER

MISCELLANEOUS

EQUIPMENT NUMBER

EXTERIOR

ELEVATION

MARKER

FURNITURE NUMBER

1

1i

XX.X

XX.X

XX.X

X

W1

1

A101

SIM

1A101

SIM

View Scale

View Name1A101

DIMENSION TARGET

P1 FINISH TAG

MIN

ER

AL P

OIN

T R

OA

D

CHIPOTLE - 3,000 S.F.AREA OF

WORK

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

"WE

ST T

OW

NE

"

70

66

MIN

ER

AL

PO

INT

RO

AD

MA

DIS

ON

, WI 5

37

17

JAA

2018-1187

COVER SHEET

G000

34

59

D. AVERSA

05/17/2019 PLAN COMMISSION REVIEW

TMB TENANT'S MENU BOARD

SUPPLIER

TMS TENANT'S MILLWORK

SUPPLIER

TP TENANT'S PHONE

SUPPLIER

TRS TENANT'S RAILING

SUPPLIER

TS TENANT'S SAFE SUPPLIER

TSS TENANT'S SMART SAFE

SUPPLIER

TSV TENANT'S SIGN VENDOR

TUV TENANT'S UV SUPPLIER

TYP TYPICAL

U.N.O. UNLESS NOTED

OTHERWISE

UPS UNINTERRUPTED POWER

SUPPLY

VAR VARIES

VIF VERIFY IN FIELD

W/ WITH

WA WASHROOM

ACCESSORIES

WCS TENANT'S WALK-IN

COOLER SUPPLIER

WHS WATER HEATER SUPPLIER

WS TENANT'S WINDOW

SHADE SUPPLIER

OC ON CENTER

OSB ORIENTED STRAND

BOARD

POS POINT OF SALE

PREP PREPARATION

PVC POLYVINYL CHLORIDE

QT QUARRY TILE

R RADIUS

RTU ROOF TOP UNITS

SIM SIMILAR

SPS SODA POP SUPPLIER

SS SUPPORT SIGNAGE

STR STRUCTURE

T TENANT

T.B.D. TO BE DETERMINED, SEE

FIELD REFERENCE

MANUAL

TAB TENANT'S TEST &

BALLANCE VENDOR

TCC TENANT'S CABLING

CONTRACTOR

TEMS TENANT'S ENERGY

MANAGEMENT SYSTEM

SUPPLIER

THS TENANT'S HARDWARE

SUPPLIER

TLS TENANT'S LIGHT/LAMP

SUPPLIER

FRP FIBERGLASS REINFORCED

PANEL

FRT FIRE

RETARDANT-TREATED

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP GYPSUM

HES TENANT'S HVAC

EQUIPMENT SUPPLIER

HS HOOD SUPPLIER

HVAC HEATING AND

VENTILATING

ICP INITIAL COST

PROJECTION

IFP IN FOR PERMIT

INT INTERIOR

KES KITCHEN EQUIPMENT

SUPPLIER

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MSS MUSIC SYSTEMS

SUPPLIER

N.I.C. NOT IN CONTRACT

NO NUMBER

CENTER LINE

(E) EXISTING CONSTRUCTION

(N) NEW CONSTRUCTION

@ AT

Ø DIAMETER OR ROUND

AFF ABOVE FINISH FLOOR

ALUM ALUMINUM

ARCH ARCHITECT(URAL)

ASS ALARM SYSTEM SUPPLIER

BD BOARD

BLDG BUILDING

CMU CONCRETE MASONRY

UNIT

CO2 CO2 SUPPLIER

CO2AS CO2 ALARM SUPPLIER

CS CHEMICAL SUPPLIER

DIM DIMENSION(S)

EA EACH

EL ELEVATION (VERTICAL

HEIGHT)

ELEC ELECTRIC(AL)

ELEV ELEVATION

EQ EQUAL

EXT EXTERIOR

FC FOR CONSTRUCTION

N.T.S.G000

VICINITY MAP2

STORE NUMBER:

LANDLORD: ARCHITECT:TENANT:

MECHANICAL

ELECTRICAL

PLUMBING

ENGINEER:

STRUCTURAL

ENGINEER:

BUILDING

DEPARTMENT:

HEALTH

DEPARTMENT:

FIRE

DEPARTMENT:

SEWER UTILITY:

NATURAL GAS

UTILITY:

ELECTRICAL

UTILITY:

TELEPHONE

UTILITY:

REGULATORY AGENCIES & UTILITIES

KEY PLAN

WATER

UTILITY:

ZONING

DEPARTMENT:

DEPARTMENT OF PLANNING &

COMMUNITY & ECONOMIC

DEVELOPMENT

215 MARTIN LUTHER KING JR. BLVD, SUITE 107

MADISON, WI 53703

CONTACT: JENNY KIRCHGATTER

E: [email protected]

T: (608) 266-4429

CHIPOTLE MEXICAN GRILL

PO BOX 182566

COLUMBUS, OH 43218-2566

CONTACT: RICH FIDLER

E: ([email protected])

T: (614) 832-2154

WILKUS ARCHITECTS

15 NINTH AVENUE NORTH

HOPKINS, MN 55343

CONTACT: DANIEL AVERSA

E: [email protected]

T: (952) 843-5045

CITY OF MADISON BUILDING

INSPECTION

215 MARTIN LUTHER KING JR. BLVD

SUITE #017

MADISON, WI 53703

CONTACT: ALAN HAPER

E: [email protected]

T: (608) 266-4559

PUBLIC HEALTH - MADISON &

DANE COUNTY

215 MARTIN LUTHER KING JR. BLVD

SUITE #597

MADISON, WI 53703

CONTACT: BONNIE KOENIG

E: [email protected]

T: (608) 266-4821

CITY OF MADISON FIRE DEPARTMENT

314 W. DAYTON ST.

MADISON, WI 53703

CONTACT: ANN BLACKDEER

E: [email protected]

T: (608) 261-9690

MADISON GAS & ELECTRIC

COMPANY

133 BLAIR STREET

MADISON, WI 53788

CONTACT: STEVE BEVERSDORF

T: (608) 252-1552

WATER UTILITY

ADMINISTRATIVE OFFICE

119 EAST OLIN AVENUE

MADISON, WI 53717

CONTACT: ADAM WIEDERHOEFT

E: [email protected]

T: (608) 262-6432

MADISON GAS & ELECTRIC

COMPANY

133 BLAIR STREET

MADISON, WI 53788

CONTACT: MICHAEL BEELER

T: (608) 252-7087

MADISON SEWER UTILITY

ENGINEERING DIVISION

210 MARTIN LUTHER KING JR. BLVD

ROOM 115

MADISON, WI 53703

CONTACT: MARK MODER

E: [email protected]

T: (608) 261-9250

SPECTRUM

T: 1-855-839-4246

NATIONAL ENGINEERING, LTD.

788 MORRISON ROAD

COLUMBUS, OH 43230

CONTACT: MIKE CHAPMAN

E: [email protected]

T: (614) 751-9610 (MAIN)

F: (614) 328-2023 (DIRECT)

ADVANCED STRUCTURAL

TECHNOLOGIES

7301 OHMS LANE #215

EDINA, MN 55439

CONTACT: JOHN LEVAR

E: [email protected]

T: (952) 854-9302

LIVESEY COMPANY

2248 DEMING WAY, SUITE 200

MIDDLETON, WI 53562

CONTACT: ALEX WEIS

E: [email protected]

T: (608) 833-2929

UTILITY COORDINATOR

NOTE to GC:

FOR ALL WATER, SEWER,

NATURAL GAS, & ELECTRICITY

UTILITIES CONTACT:

HDGROUP, INC

8771 WOLFF CT. SUITE 205

WESTMINSTER, CO 80031

CONTACT: MELISSA BALCERAK

[email protected]

T: (972) 396-8409

VICINITY MAP

GRAPHIC SYMBOLS

PROJECT INFORMATION

ABBREVIATIONS

SCOPE OF WORK

CIVIL

ENGINEER:BOGART, PEDERSON & ASSOCIATES, INC.

13076 FIRST STREET

BECKER, MN 55308

CONTACT: TODD OLIN

E: [email protected]

T: (763) 262-8822, EXT. 242

3459"WEST TOWNE"

7066 MINERAL POINT ROAD

MADISON, WI 53717

NORTH

1" = 50'-0"G000

ARCHITECTURAL SITE PLAN1

TENANT INTERIOR AND EXTERIOR ALTERATION TO AN EXISTING SHELL BUILDING

GROUP TENANT USE

PREVIOUS USE: X X

PROPOSED USE: CHIPOTLE MEXICAN GRILL A-2

TRUE PLAN

DRAWING INDEX AND REVISIONS

6 5 4 3 2 1 SHEET NO. SHEET DESCRIPTION

G000 COVER SHEET

G001 PROJECT DATA & LIFE SAFETY PLAN

C100 TOPOGRPHIC SURVEY

C200 DEMOLITION PLAN

C300 SITE AND DIMENSION PLAN

C400 UTILITY PLAN

C500 GRADING AND EROSION CONTROL PLAN

C600 LANDSCAPE PLAN

C700 CONSTRUCTION DETAILS

C800 CONSTRUCTION DETAILS

SP100 ARCHITECTURAL SITE PLAN

A130 FF&E/PATIO PLAN

A140 ARCHITECTURAL ROOF PLAN

A301 EXTERIOR ELEVATIONS

Page 2: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED

ASSEMBLY WITHOUT FIXED SEATS - STANDING AREA

ASSEMBLY WITH FIXED SEATS - BOOTH SEATING

KITCHEN

BUSINESS AREAS

STORAGE AREAS

OF TRAVEL

36" PATH

11

5'-

6"

= T

RA

VE

L D

IST

AN

CE

HATCH INDICATES

ASSEMBLY WITH FIXED SEATS - BOOTH SEATING

BOOTH LENGTH PER PERSON: 24"

BOOTH LENGTH: 225.25"

BOOTH COUNT: 10

HATCH INDICATES:

ASSEMBLY WITHOUT FIXED SEATS - STANDING AREA

AREA OF SPACE: 69 SF

FLOOR AREA PER OCCUPANT: 5 SF NET

OCCUPANT LOAD: 14

HATCH INDICATES:

ASSEMBLY WITHOUT FIXED SEATS - UNCONCENTRATED

AREA OF SPACE: 606 SF

FLOOR AREA PER OCCUPANT: 15 SF NET

OCCUPANT LOAD: 41

HATCH INDICATES:

KITCHEN AREA

AREA OF SPACE: 1155 SF GROSS

FLOOR AREA PER OCCUPANT: 200 SF

OCCUPANT LOAD: 6

HATCH INDICATES:

BUSINESS AREA

AREA OF SPACE: 47 SF

FLOOR AREA PER OCCUPANT: 100 SF GROSS

OCCUPANT LOAD: 4

HATCH INDICATES:

STORAGE

AREA OF SPACE: 161 SF

FLOOR AREA PER OCCUPANT: 300 SF GROSS

OCCUPANT LOAD: 1

99

' - 1

0 7

/8"

50'-

11

5/8

" R

EQU

IRED

BET

WEE

N E

XIT

S

101'

- 1

1 1

/4"

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

"WE

ST T

OW

NE

"

70

66

MIN

ER

AL

PO

INT

RO

AD

MA

DIS

ON

, WI 5

37

17

JAA

2018-1187

PROJECT DATA &

LIFE SAFETY PLAN

G001

34

59

D. AVERSA

05/17/2019 PLAN COMMISSION REVIEW

TOTAL OCCUPANT LOAD: 73

SEATING:

INTERIOR: 56 SEATS

PATIO: 16 SEATS

TOTAL: 72 SEATS

TOTAL OCCUPANT LOAD TO BE POSTED: 99 OCC. (MAX OCCUPANCY)

THE CALCULATED OCCUPANT LOAD IS LESS THAN THE PROPOSED POSTED

OCCUPANT LOAD. ALL LIFE SAFETY AND RESTROOM CALCULATIONS ARE

BASED ON THE POSTED OCCUPANT LOAD.

6. MEANS OF EGRESS REQUIRED: 2

MEANS OF EGRESS PROVIDED: 2

7. FIRE SPRINKLERS: NONE

8. PLUMBING FIXTURES

WATER CLOSETS LAVORATORIES URINALS

REQ'D PROV'D REQ'D PROV'D REQ'D PROV'D

MEN'S: 1 1 1 1 0 0

WOMEN'S: 1 1 1 1 0 0

1. OCCUPANCY GROUP: A-2

NONSEPARATED OCCUPANCIES

2. TYPE OF CONSTRUCTION: V-B

3. USE GROUP: A-2

TENANT LEASE AREA: 3,000 S.F.

ACTUAL AREA: 10,200 S.F.

ALLOWABLE AREA: 6,000 S.F.

ALLOWABLE AREA W/

AREA MODIFICATIONS: 10,500 S.F.

AREA MODIFICATIONS:

If = [F/P-0.25] W/30

= [418/418-0.25] 30/30

= 0.75

Aa = [At + (NS X If)]

= [6,000 + (6,000 x 0.75)]

= [6,000 + (6,000 x 0.75)]

= 10,500 SF

4. ALLOWABLE NO. OF STORIES: 2

ACTUAL NO. OF STORIES: 1

ALLOWABLE BUILDING HEIGHT: 60'-0" MAXIMUM HEIGHT

ACTUAL BUILDING HEIGHT: +/- 39'-6"

5.

BUILDING CODE: 2015 INTERNATIONAL BUILDING CODE, WITH CHAPTER SPS

362 MODIFICATIONS

EXISTING BUILDING CODE: 2015 INTERNATIONAL EXISTING BUILDING CODE

MECHANICAL CODE: 2015 INTERNATIONAL MECHANICAL CODE, WITH CHAPTER

SPS 364 MODIFICATIONS

PLUMBING CODE: WISCONSIN UNIFORM PLUMBING CODE

ENERGY CODE: 2015 INTERNATIOANL ENERGY CONSERVATION CODE, WITH

CHAPTER SPS 363 MODIFICATIONS

FUEL GAS CODE: 2015 INTERNATIONAL FUEL GAS CODE, WITH CHAPTER SPS

365 MODIFICATIONS

ELECTRICAL CODE: 2017 NATIONAL ELECTRIC CODE

FIRE CODE: 2015 INTERNATIONAL FIRE CODE

ACCESSIBLITY: 2009 ANSI A117.1, ACCESSIBLE & USABLE BUILDINGS

FACILITIES

BUILDING CODE & ZONING DATA

CODE AUTHORITIES

EGRESS SEPARATION NOTE

OVERALL DISTANCE: 101'-11 1/4"

REQUIRED SEPARATION: 50'-11 5/8" (NON-SPRINKLERED)

PROVIDED SEPARATION: 99'-11"

HATCH KEY

3/16" = 1'-0"G001

LIFE SAFETY PLAN2

FUCTION OF SPACE AREA OF

SPACE

FLOOR AREA PER

OCCUPANT

OCCUPANT

LOAD

ASSEMBLY WITHOUT FIXED

SEATS - UNCONCENTRATED

606 S.F. 15 S.F. NET 41

ASSEMBLY WITH FIXED

SEATS - BOOTH

225.25" 24" BOOTH LENGTH 10

KITCHEN-COMMERCIAL 1,155 S.F. 200 S.F. GROSS 6

BUSINESS AREAS 47 S.F. 100 S.F. GROSS 1

ASSEMBLY WITHOUT FIXED

SEATS - STANDING AREA

69 S.F. 5 SF NET 14

STORAGE 161 300 S.F. GROSS 1

PLAN

Page 3: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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RETAINING WALL
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CB 28"x40" RIM=1048.8 SUMP IE=1044.2
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CB MH RIM=1047.7 E. IE=1043.7 S. IE=1043.6 N. IE=1043.9 W. IE=SUMP=1042.6
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30" RCP
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30" RCP
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12" RCP
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18" RCP
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24"x42" RCP
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42" RCP
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CB FL=1045.5 SUMP IE=1040.1 ABANDON 24" RCP TO N.
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42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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CB 28"X40" RIM=1046.4 S. IE=1043.1 N. IE=1043.1 SUMP IE=1043.0
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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4" PVC
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8" RCP
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
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SAN MH RIM=1049.3 S. IE=1042.3 E. IE=1041.5 W. IE=1041.5
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12" RCP
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SAN MH RIM=1045.5 E. IE=1037.6 W. IE=1037.5
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12" RCP
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12" RCP
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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Easement per Doc. No. 1254451
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Easement per CSM No. 7827
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Easement per Doc. No. 1738373
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10 foot Easement per Doc. No. 2866599
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CL 10 foot Easement per Doc. No. 5456847
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CL 10 foot Easement per Doc. No. 2866600
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CL 10 foot Easement per Doc. No. 5456847
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60 foot Easement per Doc. No. 1360183 (reduce to 45ft after July 1, 1974)
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Easement per Doc. No. 1667518 Parcel A Doc. No. 2080229 Parcel E
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Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"NOODLES & COMPANY" SIGN
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"TQ DIAMONDS" SIGN
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58" REBAR
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58" REBAR
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58" REBAR
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L=17.00 R=680.00 =1°25'55"CHB=S89°55'12"W 16.99(CHB=S89°31'44"W CSM)
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CB FL=1046.5 SUMP IE=1044.2
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CB FL=1046.6 SUMP IE=1044.1
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Watermain Easement per Doc. No. 1738373 Outlot 1, CSM No.3077, Vol.12, Pg.86
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5.0'
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CL 10 foot Easement per Doc. No. 5456847
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(7 SPACES)7 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES)5 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(6 SPACES)6 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES) 5 SPACES) SPACES) SPACES) PACES) ACES) CES) ES) S) ) (3 HANDICAP SPACES)3 HANDICAP SPACES) HANDICAP SPACES)HANDICAP SPACES)ANDICAP SPACES)NDICAP SPACES)DICAP SPACES)ICAP SPACES)CAP SPACES)AP SPACES)P SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(10 SPACES)10 SPACES)0 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(3 SPACES)3 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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251/0708-234-1013-2 NAVWEST ONE, LLC.
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(Agreement per Doc. No. 2080229)
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(area under construction)
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(area under construction)
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(trash enclosure under construction)
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stop sign
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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251/0708-234-1001-7 U OF W MEDICAL FNDTN INC
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251/0708-234-1002-5 AX MADISON GREENWAY LLP
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251/0708-234-1013-2 NAVWEST ONE, LLC.
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Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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(S 88°48'36" W CSM)
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(S 89°17'05" E Deed)
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(S 88°48'36" W Deed)
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(S 88°48'36" W CSM)
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(S 00°42'55" W Deed)
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(S 00°29'32" W CSM)
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(N 00°29'32" E CSM)
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7.0
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507.00 ---
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444.57 ---
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NW Corner, Lot 2, CSM 7827
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NE Corner, Lot 2, CSM 7827
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North Line, Lot 2, CSM 7827
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West Line, Lot 2, CSM 7827
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Driveway
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(S 88°48'36" W CSM)
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1-COS-ENG
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Lot 2 and Part of Lot 1, CERTIFIED SURVEY MAP 7827
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TOPOGRAPHIC SURVEY
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0
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20
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Denotes tree, coniferous
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Denotes flared end section
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Denotes tree, deciduous
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Denotes gas meter
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Denotes electric outlet
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Denotes light pole
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Denotes hydrant
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Denotes cable television box
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Denotes sanitary sewer
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Denotes storm sewer
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Denotes easement
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Denotes existing adjoiners
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Denotes waterline
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Denotes landscaping
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Denotes underground electric
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Denotes underground fiber optics
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Denotes found metal disk
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Denotes set chiseled "X"
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Denotes electric meter
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Denotes underground gas line
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Denotes concrete surface
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Denotes found iron monument
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Denotes electrical cabinet
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Denotes watervalve
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Denotes manhole
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Denotes catch basin
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Denotes building setback line
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%%ULEGEND:
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TV
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E
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M
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G
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E
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O
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Denotes sign
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E
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Denotes septic cleanout
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Denotes mailbox
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CO
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M
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B
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Denotes bollard
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Denotes waters edge
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Denotes shrub/bush
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Denotes found rebar
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Reference Benchmarks: Top nut hydrant at southeast quad of Market Street and State Highway 19. Elevation = 1148.44 feet (NAVD 88)
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Section 23, Township 7, Range 8, City of Madison, Wisconsin
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Address: 7050, 7058, 7066 & 7068 Mineral Point Road Madison, WI
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Denotes bituminous surface with wear course
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Denotes bituminous surface without wear course
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SURVEY NOTES 1) Gross land area, ± 58,829 sq. ft (±1.35 acres) ± 58,829 sq. ft (±1.35 acres) 2) Designated parking stalls. (See drawing) (See drawing) 43 - Stalls 3 - Handicapped 46 - Total parking stalls
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FILE NO.:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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BRD
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BRD
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19-0120.01
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5/17/19
Page 4: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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LEGEND:

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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
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12" RCP
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SAN MH RIM=1045.5 E. IE=1037.6 W. IE=1037.5
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12" RCP
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12" RCP
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"NOODLES & COMPANY" SIGN
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"TQ DIAMONDS" SIGN
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CB FL=1046.5 SUMP IE=1044.2
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CB FL=1046.6 SUMP IE=1044.1
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(7 SPACES)7 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES)5 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(6 SPACES)6 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES) 5 SPACES) SPACES) SPACES) PACES) ACES) CES) ES) S) ) (3 HANDICAP SPACES)3 HANDICAP SPACES) HANDICAP SPACES)HANDICAP SPACES)ANDICAP SPACES)NDICAP SPACES)DICAP SPACES)ICAP SPACES)CAP SPACES)AP SPACES)P SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(10 SPACES)10 SPACES)0 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(3 SPACES)3 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(area under construction)
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(area under construction)
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Driveway
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REMOVE AND DISPOSE OF TRASH ENCLOSURE APPROX. 410 SQ. FT.
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REMOVE APPROX. 630 SQ. FT. of CONCRETE SIDEWALK
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SAW-CUT APPROX. 100 LF AND REMOVE 1,400 SQ. FT. OF BITUMINOUS PAVEMENT
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SAW-CUT APPROX. 95 LF AND REMOVE 1,270 SQ. FT. OF BITUMINOUS PAVEMENT
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REMOVE APPROX. 42 LF OF CONC. CURB AND GUTTER
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REMOVE APPROX 50 LF of CONC. CURB AND GUTTER
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REMOVE CONCRETE SIDEWALK AT NEAREST JOINT AS NEEDED
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PROPERTY LINE
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PROTECT TREE
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CONTRACTOR SHALL MAINTAIN BRICK PILLARS AND BRACER/SHORE IF NECESSARY.
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0
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20'
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2-DEMO
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DESCRIPTION
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DATE
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1. CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL LOCATIONS OF EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION. CONTRACTOR SHALL REPORT INCONSISTENCIES TO THE OWNER/ENGINEER PRIOR TO THE START OF CONSTRUCTION. 2. CONTRACTOR SHALL COORDINATE WITH THE CITY OF MADISON ON ALL CONTRACTOR SHALL COORDINATE WITH THE CITY OF MADISON ON ALL UTILITY CONNECTIONS, SERVICE TERMINATIONS AND REMOVALS. CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTIONS AND RELOCATIONS WITH THE UTILITY PROVIDERS PRIOR TO THE START OF CONSTRUCTION. ALL SERVICE CONNECTIONS/DISCONNECTIONS SHALL BE PERFORMED IN ACCORDANCE WITH STATE AND LOCAL STANDARD SPECIFICATIONS FOR CONSTRUCTION. CONTRACTOR SHALL OBTAIN ALL NECESSARY STATE AND LOCAL PERMITS NECESSARY FOR UTILITY CONSTRUCTION AND WORK WITHIN ADJACENT RIGHT-OF-WAYS. 3. CONTRACTOR SHALL NOTIFY THE CITY OF MADISON AND ADJACENT LAND CONTRACTOR SHALL NOTIFY THE CITY OF MADISON AND ADJACENT LAND OWNERS PRIOR TO MODIFYING UTILITY SERVICES. EVERY EFFORT SHALL BE MADE TO AVOID UTILITY INTERRUPTIONS FOR ADJACENT LAND OWNERS. 4. EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. THE MEASURES SHALL BE INSPECTED AND MAINTAINED AFTER EACH RAINFALL EVENT AND SHALL BE INSPECTED AT LEAST ONCE PER WEEK. ADJACENT STREETS SHALL BE KEPT FREE OF SOILS AND DEBRIS AS NECESSARY. 5. IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE IF DEWATERING IS REQUIRED FOR THIS PROJECT, THE PUMP DISCHARGE SHALL BE TREATED PRIOR TO BEING DISCHARGED OFF-SITE OR INTO A SURFACE WATER. THE DISCHARGE SHALL BE VISUALLY CHECKED TO ENSURE THAT IT IS VISIBLY CLEAN WATER. 6. CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED CONTRACTOR SHALL PROTECT UTILITIES, STRUCTURES AND TREES (NOTED AND NOT NOTED) TO REMAIN AND SHALL BE RESPONSIBLE TO REPAIR DAMAGES TO ANY FEATURES TO REMAIN. 7. TREES AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED TREES AND OTHER NOTABLE VEGETATION WERE IDENTIFIED AND LOCATED DURING THE COURSE OF THE SURVEY. CONTRACTOR SHALL FIELD VERIFY THE EXISTING CONDITIONS OF THE PROJECT AREA AND REMOVE ALL TREES NOT DESIGNATED TO BE SAVED AND PROTECTED. ALL TREES, DEBRIS, ROOTS, BOULDERS AND TOPSOIL SHALL BE REMOVED FROM THE SITE.
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REMOVE CONCRETE SIDEWALK AND PADS
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MILL/REMOVE BITUMINOUS SURFACE TO TOP OF EXISTING GRAVEL BASE.
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REMOVE CONCRETE AND CURB & GUTTER
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SAW-CUT
Page 5: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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SITE NOTES

GENERAL NOTES:

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RETAINING WALL
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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Easement per CSM No. 7827
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Easement per Doc. No. 1738373
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10 foot Easement per Doc. No. 2866599
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CL 10 foot Easement per Doc. No. 5456847
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CL 10 foot Easement per Doc. No. 2866600
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CL 10 foot Easement per Doc. No. 5456847
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60 foot Easement per Doc. No. 1360183 (reduce to 45ft after July 1, 1974)
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Easement per Doc. No. 1667518 Parcel A Doc. No. 2080229 Parcel E
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Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"NOODLES & COMPANY" SIGN
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"TQ DIAMONDS" SIGN
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Watermain Easement per Doc. No. 1738373 Outlot 1, CSM No.3077, Vol.12, Pg.86
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5.0'
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CL 10 foot Easement per Doc. No. 5456847
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(7 SPACES)7 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES)5 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(6 SPACES)6 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES) 5 SPACES) SPACES) SPACES) PACES) ACES) CES) ES) S) ) (3 HANDICAP SPACES)3 HANDICAP SPACES) HANDICAP SPACES)HANDICAP SPACES)ANDICAP SPACES)NDICAP SPACES)DICAP SPACES)ICAP SPACES)CAP SPACES)AP SPACES)P SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(10 SPACES)10 SPACES)0 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(3 SPACES)3 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(area under construction)
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(area under construction)
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(trash enclosure under construction)
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stop sign
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Roadway Easement Agreement per Doc. No. 1667518 Parcel B Doc. No. 2080229 Parcel F
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Driveway
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MATCH INTO EXISTING CONC. CURB AND GUTTER 18" (TYPE D) AT NEAREST JOINT
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INSTALL 3 BOLLARDS (SEE DETAIL)
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MARK 2 SPACES FOR CHIPOTLANE PULL-OFF PARKING. (36" TALL WHITE NUMBERING 12" FROM SPACE BOTTOM)
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MARK 1 SPACE FOR CHIPOTLE TAKE-OUT PARKING
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INSTALL DUMPSTER ENCLOSURE PAD. MATCH EXISTING. (INSTALLATION BY LANDLORD)
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CHIPOTLE DIGITAL MARKETING BOARD (INSTALLATION BY TENANT)
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HEIGHT BAR (INSTALLATION BY TENANT)
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PAINT MARKINGS FOR DRIVE THRU LANE
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PAINT ARROW MARKINGS
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PAINT ARROW MARKINGS
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PLACE BITUMINOUS PAVEMENT SECTION
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PLACE CONCRETE BIKE PAD. INSTALL 3 WAVE RACKS PER DETAIL (6 SPACES)
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INSTALL PATIO FENCE. SEE ARCH. PLANS FOR DETAILS.
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INSTALL RAMPS FOR CROSSING (SEE GRADING PLAN)
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PROPOSED DRIVE THRU WINDOW LOCATION (REFER TO ARCH. PLANS)
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INSTALL 2 SIGNS FOR CHIPOTLANE (INSTALLATION BY TENANT)
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INSTALL CURB AND GUTTER 18" (TYPE D) ADJACENT TO BUILDING
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MATCH BITUMINOUS INTO EXIST. CONCRETE ENTRANCE
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REPAINT PARKING STRIPES AS NEEDED
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INSTALL CONC. CURB AND GUTTER 18" (TYPE G)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE D)
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CONTRACTOR SHALL MAINTAIN BRICK PILLARS AND BRACER/SHORE IF NECESSARY.
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INSTALL 6" THICK STAMPED CONCRETE REINFORCED WITH WELDED WIRE MESH. (PATTERN TO BE DETERMINED) EXTEND CONCRETE 12' BEYOND PICK-UP WINDOW.
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EXISTING POLE AND CONCRETE FOUNDATION FOR NEW MULTI-TENANT MONUMENT SIGN (BY LANDLORD)
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INSTALL 1 SIGN FOR TAKE-OUT (INSTALLATION BY TENANT)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE G)
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INSTALL CONC. CURB AND GUTTER 18" (TYPE D)
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INSTALL 6" THICK STAMPED CONCRETE REINFORCED WITH WELDED WIRE MESH. (PATTERN TO BE DETERMINED
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PAINT ARROW MARKINGS
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0
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20'
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3-SITE
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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PROPOSED BITUMINOUS PAVEMENT
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE G INFLOW)
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PROPOSED STANDARD DUTY CONCRETE PAVEMENT
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PROPOSED PAVEMENT MARKING
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1. DIMENSIONS ARE TO BACK OF CURB OR OUTER EDGE OF DIMENSIONS ARE TO BACK OF CURB OR OUTER EDGE OF IMPROVEMENT DEPICTED, UNLESS OTHERWISE NOTED ON DRAWINGS. 2. RADII ARE 5' RADIUS UNLESS OTHERWISE NOTED ON PLANS. RADII ARE 5' RADIUS UNLESS OTHERWISE NOTED ON PLANS. 3. CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL CONTRACTOR SHALL FIELD VERIFY HORIZONTAL AND VERTICAL LOCATION OF EXISTING UTILITIES PRIOR TO START OF CONSTRUCTION. 4. CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR CONTRACTOR SHALL INSTALL EROSION CONTROL MEASURES PRIOR TO THE START OF CONSTRUCTION. 5. SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH SITE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PLANS APPROVED BY THE CITY OF MADISON. 6. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO THE START OF CONSTRUCTION. 7. NO ADDITIONAL FREE-STANDING LIGHTING IS PROPOSED. (REFER TO NO ADDITIONAL FREE-STANDING LIGHTING IS PROPOSED. (REFER TO ARCH. PLANS FOR DETAILS) BUILDING LIGHTING INSTALLED ON THE EXTERIOR BUILDING WALLS. 8. BUILDING ENVELOPE IS SHOWN FOR REFERENCE ONLY AND IS BUILDING ENVELOPE IS SHOWN FOR REFERENCE ONLY AND IS APPROXIMATE. REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR COORDINATION OF SITE CONSTRUCTION WORK. 9. PAINT STRIPPING TO BE 4" WIDTH AND WHITE IN COLOR UNLESS PAINT STRIPPING TO BE 4" WIDTH AND WHITE IN COLOR UNLESS OTHERWISE NOTED.
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1. SITE ADDRESS: 7066 MINERAL POINT ROAD, SITE ADDRESS: 7066 MINERAL POINT ROAD, 7066 MINERAL POINT ROAD, MADISON, WI 53717 (SLIGO DRIVE PER CO GIS TAX INFO) 2. LOT SIZE = 58,829 SQ. FT. LOT SIZE = 58,829 SQ. FT. 58,829 SQ. FT. ±1.35 ACRES ±3. ZONING DESIGNATION = SUBURBAN EMPLOYMENT DISTRICT ZONING DESIGNATION = SUBURBAN EMPLOYMENT DISTRICT SUBURBAN EMPLOYMENT DISTRICT 4. SETBACKS: SETBACKS: SUBURBAN EMPLOYMENT DISTRICT FRONT = 30' 30' SIDE = 15' = 15' 15' REAR = 30' 30' 5. EXISTING SOUTH PARKING EXISTING SOUTH PARKING ACCESSIBLE= 3 SPACES 3 SPACES TOTAL= 46 SPACES 46 SPACES SPACES 6. OFF-STREET PARKING REQUIREMENT OFF-STREET PARKING REQUIREMENT CAPACITY IN PERSONS (OCCUPANT LOAD) = 80 AUTOMOBILE MINIMUM PARKING SPACES = 0.15 X 80 = 12 PARKING SPACES AUTOMOBILE MAXIMUM PARKING SPACES = 0.40 X 80 = 32 PARKING SPACES BICYCLE MINIMUM PARKING SPACES = 0.05 X 80 = 4 PARKING SPACES 7. PROPOSED SOUTH PARKING PROPOSED SOUTH PARKING ACCESSIBLE= 3 SPACES 3 SPACES PULL OFF/TAKE OUT= 3 SPACES 3 SPACES TOTAL= 44 SPACES 44 SPACES 8. EXISTING TOTAL IMPERVIOUS SURFACE: 33,330 SQ. FT. (56.7%) EXISTING TOTAL IMPERVIOUS SURFACE: 33,330 SQ. FT. (56.7%) 33,330 SQ. FT. ± (56.7%)PROPOSED TOTAL IMPERVIOUS SURFACE: 35,570 SQ. FT. (60.5%) 35,570 SQ. FT. ± (60.5%)NEW IMPERVIOUS SURFACE: 2,240 SQ. FT. (3.8%)2,240 SQ. FT. ± (3.8%)
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE D OUTFLOW)
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PROPOSED 6" THICK STAMPED CONCRETE PAVEMENT W/ 4"X4" WELDED WIRE MESH
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PROPOSED PATIO FENCE (SEE ARCH. PLANS FOR DETAILS)
Page 6: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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UTILITY GENERAL NOTES

SCALE: 1" = 20'

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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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4" PVC
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
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SAN MH RIM=1045.5 E. IE=1037.6 W. IE=1037.5
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Easement per CSM No. 7827
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"NOODLES & COMPANY" SIGN
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"TQ DIAMONDS" SIGN
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CB FL=1046.5 SUMP IE=1044.2
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CB FL=1046.6 SUMP IE=1044.1
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Driveway
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INSTALL CREST PRECAST, INC. TANK MODEL 1600-GL (SEE DETAIL) RIM=1047.70 E PIPE INV.=1044.58 W PIPE INV.=1044.75 INTERCEPTOR INV.=1040.87
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INSTALL TEMP. PLUG ON PVC PIPE INV=1045.00 (34.8" BELOW FF)
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INSTALL 13 LF OF INSULATED 4" PVC SDR 35 @ 1.0% W/ INSULATION PER DETAIL
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INSTALL STORM CB FL/RIM=1046.95 INV.=1044.32
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PLACE 13 LF OF 12" RCP @ 1.0%
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CORE DRILL INTO EXIST. STORM MANHOLE. CONNECT WITH RUBBER GASKET. INV.=1044.2±
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INSTALL 25 LF OF INSULATED 4" PVC SDR 35 @ 1.0% W/ INSULATION PER DETAIL
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INSTALL TEMP. PLUG ON PVC PIPE INV=1044.46 (41.3" BELOW FF)
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INSTALL TEMP. PLUG ON PVC PIPE. INVERT TO BE DETERMINED OFF OF FIELD VERIFIED LATERAL
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INSTALL 4" X 4" WYE. FIELD VERIFY EXISTING LATERAL PRIOR TO START OF CONSTRUCTION.
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PLACE 37 LF OF 4" PVC SDR 35 @ 1.0% MIN.
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1. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL UTILITY RELOCATIONS. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN AND EXISTING UTILITIES, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. 4. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 5. VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION VERIFY INVERT ELEVATIONS OF EXISTING SANITARY LINE AT POINT OF CONNECTION WITH NEW SANITARY LINE PRIOR TO INSTALLING ANY NEW UTILITIES. 6. ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF EXISTING UTILITIES ARE ALL CROSSING ELEVATIONS OF NEW UTILITIES & SIZES OF EXISTING UTILITIES ARE BASED ON ASSUMED ELEVATIONS AND SIZES PROVIDED BY THE SURVEY. 7. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE PVC SDR 35. ALL SANITARY SERVICE PIPE AND FITTINGS WILL BE PVC SDR 35. 8. ALL WATER PIPE AND FITTINGS WILL BE DIP CLASS 52.ALL WATER PIPE AND FITTINGS WILL BE DIP CLASS 52.
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0
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20'
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PROPOSED SANITARY SEWER
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PROPOSED SANITARY MANHOLE
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4-UTIL
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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PROPOSED CATCH BASIN
Page 7: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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RETAINING WALL
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24"x42" RCP
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CB FL=1045.2 SUMP IE=1042.0 W. IE=1042.1
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CB FL=1044.2 S. IE=1040.6 W. IE=1040.6 E. IE=1040.6
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12" CPP
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12" CPP
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12" CPP
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CB MH RIM=1046.6 NE. IE=1039.5 S. IE=1039.5 N. IE=1039.8 W. IE=SUMP=1039.1
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12" CPP
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18" CPP
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15" CPP
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MH'S FOR UNDERGROUND CMP DETENTION SYSTEM
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CB FL=1046.7 SUMP IE=1040.0
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CB FL=1046.8 SUMP IE=1041.3
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CB FL=1045.2 SUMP IE=1041.0 SW IE=1041.3
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15" CPP
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15" CPP
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CB FL=1046.1 S. IE=1042.5 N. IE=1042.4 SUMP IE=1042.4
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12" CPP
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24" RCP
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18"X30" RCP
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18"X30" RCP
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RIM=1046.0 IE=1035.6±
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RIM1046.0 IE=1033.6±
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RIM=1045.1 IE=1034.2±
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CB MH RIM=1048.4 SUMP=1043.1
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CB RIM=1047.5 SUMP=1043.1
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CB FL=1046.6 W. IE=1044.5 SUMP IE=1043.6
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CB FL=1046.6 SUMP IE=1044.0
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CB FL=1046.6 W. IE=1044.0 SUMP IE=1043.5
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CB FL=1046.6 SUMP IE=1043.6
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CB MH RIM=1047.2 SUMP IE=1043.6
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12" RCP
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12" PVC
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12" PVC
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18" RCP
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4" PVC
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8" RCP
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SAN MH RIM=1047.6 S. IE=1044.3 N. IE=1044.2 E. IE=1044.4
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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BRICK PILLAR
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CB FL=1046.5 SUMP IE=1044.2
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CB FL=1046.6 SUMP IE=1044.1
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(7 SPACES)7 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES)5 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(6 SPACES)6 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
AutoCAD SHX Text
(5 SPACES) 5 SPACES) SPACES) SPACES) PACES) ACES) CES) ES) S) ) (3 HANDICAP SPACES)3 HANDICAP SPACES) HANDICAP SPACES)HANDICAP SPACES)ANDICAP SPACES)NDICAP SPACES)DICAP SPACES)ICAP SPACES)CAP SPACES)AP SPACES)P SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(10 SPACES)10 SPACES)0 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(3 SPACES)3 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(area under construction)
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(area under construction)
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Driveway
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GREASE INTERCEPTOR RIM ELEV=1047.70
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OUTFLOW CURB NO SLOPE
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INSTALL 2 TEMPORARY SEDIMENT FILTERS - HIGH FLOW
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INSTALL TEMPORARY SEDIMENT FILTER - HIGH FLOW
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INSTALL TEMPORARY SEDIMENT FILTER - HIGH FLOW
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INSTALL TEMPORARY SEDIMENT FILTER - HIGH FLOW
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FFE=1047.98±
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FFE=1047.98±
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FFE=1047.93±
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INSTALL 195 LF OF TEMP. SILT FENCE
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GRADE BREAK
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INSTALL 25 LF OF FIBER-LOG ROLLS
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INSTALL 15 LF OF FIBER-LOG ROLLS
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MATCH EXISTING BITUMINOUS GRADE FOR HANDICAP SPACES
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0
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20'
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5-GRADING
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1. THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING THE CONTRACTOR SHALL NOTE ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS IN THE FIELD AND AS REPRESENTED WITHIN THE PLANS AS SHOWN AND ALERT THE ENGINEER BEFORE BIDDING THE PROJECT AND BEGINNING CONSTRUCTION. 2. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES WHICH MAY AFFECT THIS WORK AND NOTIFY OWNER OF ANY CHANGES. CONTACT LOCAL UTILITY COMPANIES FOR EXACT LOCATIONS PRIOR TO BIDDING THE PROJECT AND COMMENCING WORK. 3. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT SILT AND DEBRIS RUN-OFF DURING GRADING OPERATIONS (I.E. SILT FENCE, STRAW BALES, ETC.). 4. CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH CONTRACTOR SHALL VERIFY CRITICAL ELEVATIONS TO ENSURE CONFORMANCE WITH GRADING PLAN, PARTICULARLY WITH EXISTING STRUCTURES AND/OR PAVEMENTS TO REMAIN. MEET EXISTING GRADES ALONG STREETS, PROPERTY LINES AND DRIVEWAY ENTRANCES. RESTORE ALL PAVEMENTS THAT REMAIN TO THEIR ORIGINAL IF NOT BETTER CONDITION. NOTIFY OWNER OF ANY CONFLICTS PRIOR TO BIDDING THE PROJECT. 5. TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS TURF ESTABLISHMENT AREAS SHALL RECEIVE MINIMUM OF 4" DEPTH AS MEASURED IN PLACE OF TOPSOIL. TOPSOIL FURNISHED AND INSTALLED BY CONTRACTOR. ALL GRADED SLOPES GREATER THEN OR EQUAL TO 5:1 SHALL BE HYDROSEEDED, EROSION CONTROL BLANKETED, OR MULCHED TO HELP STABILIZE THE SLOPES BY GENERAL CONTRACTOR. 6. PROPOSED SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS NOTED OTHERWISE. PROPOSED SPOT ELEVATIONS ARE TO TOP OF CURB UNLESS NOTED OTHERWISE. ELEVATION OF FLOW LINE IS 6" BELOW TOP OF CURB UNLESS OTHERWISE SHOWN.
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1047
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PROPOSED CONTOUR
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DENOTES GRADING LIMITS AND PROPOSED TEMPORARY SILT FENCE
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DENOTES FIBER-LOG ROLLS
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NEW TOP-BACK OF CURB ELEVATION
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NEW SIDEWALK ELEVATION
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1048.00 TC
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NEW FLOW LINE OF CURB ELEVATION
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1047.50 FL
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1047.80 SW
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NEW TOP OF PAVEMENT ELEVATION
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1046.25 TP
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EXISTING ELEVATION
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1047.17 Ex
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PROPOSED SLOPE / FLOW DIRECTION
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1045
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1044
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DENOTES EXISTING MAJOR CONTOUR
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DENOTES EXISTING MINOR CONTOUR
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PROPOSED GRADE BREAK
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TEMPORARY SEDIMENT FILTER - HIGH FLOW
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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EXISTING FINISH FLOOR ELEVATION
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FFE
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE G INFLOW)
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PROPOSED CONCRETE CURB & GUTTER 18" (TYPE D OUTFLOW)
Page 8: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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RETAINING WALL
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EXISITING BUILDING 10,178 S.F. FFE=1047.9
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EXISITING BUILDING FFE=1050.0
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TRASH ENCLOSURE
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TRASH ENCLOSURE
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BRICK OVERHANG
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Project BM: TNH Elev.=1051.95 (Local Datum)
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BRICK PILLAR
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"TQ DIAMONDS" SIGN
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(7 SPACES)7 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES)5 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(6 SPACES)6 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(9 SPACES)9 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(5 SPACES) 5 SPACES) SPACES) SPACES) PACES) ACES) CES) ES) S) ) (3 HANDICAP SPACES)3 HANDICAP SPACES) HANDICAP SPACES)HANDICAP SPACES)ANDICAP SPACES)NDICAP SPACES)DICAP SPACES)ICAP SPACES)CAP SPACES)AP SPACES)P SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
AutoCAD SHX Text
(10 SPACES)10 SPACES)0 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(3 SPACES)3 SPACES) SPACES)SPACES)PACES)ACES)CES)ES)S))
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(area under construction)
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(area under construction)
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PEDESTRIAN RAMP
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Approx location of sanitary (4'-5' deep)
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Driveway
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MAINTAIN AND PROTECT EXISTING TREES
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PLACE APPROX. 600 SQ. FT. OF TOPSOIL
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PLACE APPROX. 280 SQ. FT. OF TOPSOIL
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0
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20'
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6-LANDSCAPE
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PLACE 4" TOPSOIL (RE-SPREAD NATIVE TOPSOIL) SEED, FERTILIZE, AND STABILIZE.
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PROPOSED DECIDUOUS TREE
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
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TEL: 763-262-8822 FAX: 763-262-8844
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13076 FIRST STREET, BECKER, MN 55308-9322
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CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
AutoCAD SHX Text
1 5/17/19 PLAN COMMISSION REVIEW
Page 9: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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DETAILS
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
AutoCAD SHX Text
TEL: 763-262-8822 FAX: 763-262-8844
AutoCAD SHX Text
13076 FIRST STREET, BECKER, MN 55308-9322
AutoCAD SHX Text
CIVIL ENGINEERING
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LAND SURVEYING
AutoCAD SHX Text
MAPPING
AutoCAD SHX Text
5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
AutoCAD SHX Text
Signed:
AutoCAD SHX Text
27135
AutoCAD SHX Text
John Bogart
AutoCAD SHX Text
5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
AutoCAD SHX Text
1 5/17/19 PLAN COMMISSION REVIEW
Page 10: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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TEMPORARY SILT FENCECONCRETE SIDEWALK

TYPICAL BOLLARD DETAIL

BIKE WAVE RACK DETAIL

CONCRETE PAVEMENT SECTION

BITUMINOUS PAVEMENT SECTION

TEMPORARY SEDIMENT FILTER

SEDIMENT FILTER LOG INSTALLATION

SHALLOW SANITARY LINE INSULATIONPEDESTRIAN RAMP

ACCESSIBLE PARKING SPACE AND HANDICAP RAMP

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DETAILS
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DESCRIPTION
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DATE
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NO.
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REV
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FILE NO.:
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DWG FILE:
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CHECKED BY:
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DRAWN BY:
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DESIGN BY:
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DATE:
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SHEET NO.
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BOGART, PEDERSON
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& ASSOCIATES, INC.
AutoCAD SHX Text
TEL: 763-262-8822 FAX: 763-262-8844
AutoCAD SHX Text
13076 FIRST STREET, BECKER, MN 55308-9322
AutoCAD SHX Text
CIVIL ENGINEERING
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LAND SURVEYING
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MAPPING
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5/17/19
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19-0120.01
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NAA, JB
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MJM
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MJM
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Date: Reg. No.
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Signed:
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27135
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John Bogart
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5/17/19
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I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Wisconsin.
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1 5/17/19 PLAN COMMISSION REVIEW
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1.75" ASPHALTIC PAVEMENT TYPE 4 LT 58-28 S
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1.75" ASPHALTIC PAVEMENT TYPE 4 LT 58-28 S
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TACK COAT
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8" CRUSHED AGGREGATE BASE COURSE
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COMPACTED SUBGRADE
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NOT TO SCALE
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STAKES @ 4' O.C.
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2"x2"x4' WOOD
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EMBANKMENT
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PROPOSED
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6" OF FABRIC
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BURY BOTTOM
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BACKFILL
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EXISTING GROUND
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PROPEX-"SILT STOP" FABRIC
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10' MINIMUM
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NOT TO SCALE
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4" CLASS 5 AGGREGATE BASE
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4" THK. FIBER REINFORCED
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COMPACTED SUBGRADE
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CONCRETE
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NOT TO SCALE
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FINISH TOP W/ ROUNDED CONC. FORM
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8" DIA. SCHED. 40 STEEL POST FILLED W/ CONC. PAINTED TO MATCH STOREFRONT
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TO PREVENT CRACKING IN SLAB WRAP PIPE W/3-LAYERS OF 30# FELT PAPER FROM 2" ABOVE T.O. SLAB DOWN TO T.O.FTG. CUT OFF EXCESS FELT ABOVE SLAB AFTER CURE
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FINISHED CONC. TO SLOPE AWAY FROM BOLLARD.
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EXISTING CONCRETE SLAB
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18" Ø CONCRETE FTG.
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NOT TO SCALE
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FINISHED CONCRETE
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NOTE: FRAMEWORK SHALL BE FABRICATED FROM 2-3/8" O.D. 12 GAUGE PRE-GALVANIZED STEEL PIPE OR EQUAL.
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NOT TO SCALE
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8" CLASS 5 AGGREGATE BASE
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6" CONCRETE
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COMPACTED SUBGRADE
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4" X 4" WELDED WIRE MESH
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NOT TO SCALE
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FLEXSTORM FX:STANDARD WOVEN BAG (22" DEPTH) OR EQUAL. INSTALL PER MANUFACTURER SPECIFICATIONS.
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NOT TO SCALE
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RUNOFF
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SEDIMENT-LADEN
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10" DIA. SEDIMENT LOG
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STAKED AND ENTRENCHED
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COMPACTED SOIL
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TO PREVENT PIPING
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FILTERED RUNOFF
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THE GROUND AND SHALL BE STAKED BY STEEL
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1. THE SEDIMENT LOGS SHALL BE TRENCHED 4" INTO
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FENCE POSTS OR 2"X 2" WOOD STAKES.
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2. SOIL SHALL BE COMPACTED ON THE UPSLOPE
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SIDE OF LOGS.
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EROSION CONTROL
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BLANKET
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NOT TO SCALE
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OPENING WIDTHS AND ELEVATIONS AS SHOWN ON THE PLANS
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CONCRETE SIDEWALK
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TOP OF CURB
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FLOW LINE
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FLAT SHEET STYROFOAM INSULATION
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TYPE SM OR APPROVED EQUAL
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4"
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48"
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24"
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4"
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24"
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4"
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6" MIN.
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NOT TO SCALE
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NOT TO SCALE
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NOTE: 1. L= DIMENSIONS AS SHOWN ON PLANS CENTER OF STRIPE TO CENTER OF STRIPE 2. STRIPE WIDTH SHALL BE 4" WIDE. 3. STRIPING ADJACENT TO ACCESSIBLE PARKING SPACES SHALL BE WHITE.
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ACCESSIBLE PARKING SPACES SHALL BE
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IDENTIFIED BY A SIGN SHOWING THE
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INTERNATIONAL SYMBOL OF ACCESSIBILITY
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COMPLYING WITH ANSI 4.28.8. SIGNS SHALL
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NOT BE OBSCURED BY A VEHICLE PARKED
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IN THE SPACE. SEE DETAIL
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96" min.
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96" min.
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96" min.
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FOR VAN ACCESS
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1:12
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SLOPE UP
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1:12
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SLOPE UP
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6' -0"
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6' -0"
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SIGN POST WITH ACCESSIBILITY SYMBOL (TYP)
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FACE OF WALK OR CURB
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4" PAINTED STRIPING 1'-6" O.C. AT 45°(BLUE REFLECTIVE)
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INTERNATIONAL SYMBOL OF ACCESSIBILITY: BLUE
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5' -0"
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RED TRUNCATED DOMES PER ADA SPECIFICATIONS
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NOT TO SCALE
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'BLUE' MARKING ADJACENT TO ACCESSIBLE PARKING
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'WHITE' MARKING
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NO PARKING
Page 11: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

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2' -

6"

3' -

0"

3' -

8"

2' -

0"

FINISH TOP W/ ROUNDED CONC.

FORM.

4" DIA. SCHED. 40 STEEL POST FILLED W/

CONC. PAINTED TO MATCH STOREFRONT

TO PREVENT CRACKING IN SLAB WRAP

PIPE W/3-LAYERS OF 30# FELT PAPER

FROM 2" ABOVE T.O. SLAB DOWN TO

T.O. FTG.. CUT OFF EXCESS FELT

ABOVE SLAB AFTER CURE

FINISHED CONC. TO SLOPE

AWAY FROM BOLLARD.

EXISTING CONCRETE

SLAB

12" Ø CONCRETE

FTG.

PROVIDE POST CAP

1' - 0"

PARKING SIGN PROVIDED BY

CHIPOTLE

1 1/4" SCH 40 STEEL PIPE @ 11'-2"

LONG

NOODLES &

COMPANY

(N.I.C.)

TQ DIAMONDS

(N.I.C.)

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1

2

4

3

5 76

8

9

10

3,000 SF

14

13

12

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30

2

5

1522" DIAMETER WITH

(4) #6 VERTICAL AND

#3 TIES @12" O.C.

PROVIDE (3) #3 TIES

IN TOP 5"

4' -

0"

1' - 10"

ANCHOR BOLTS PART OF

LIGHT POLE SHIPMENT

1' - 10"

ELECTRICAL

COUNDUIT, REFER TO

ELECTRICAL DRAWINGS

100' - 0"

PATIO SLAB

POLE LIGHT FOUNDATION TO

BE FLUSH WITH PATIO SLAB

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

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JAA

2018-1187

ARCHITECTURAL

SITE PLAN

SP100

34

59

D. AVERSA

05/17/19 PLAN COMMISSION REVIEW

ALL SITE WORK INCLUDING PAVING, CURBING, PARKING, PARKING LOT LIGHTING, SIDEWALKS, LANDSCAPING, AND DUMPSTER

ENCLOSURE ARE EXISTING UNLESS NOTED OTHERWISE.

GENERAL NOTESSITE PLAN KEYNOTES

CHIPOTLE TENANT SPACE - 3,000 SF

ONE (1) SPACE RESERVED FOR CHIPOTLE-ONLY; "BURRITO LOADING ZONE"

TWO (2) SPACES MARKED FOR CHIPOTLE-ONLY PARKING WITH 36" TALL WHITE NUMBER

PARALLEL TO STRIPING CENTERED IN SPACE, 12" FROM BOTTOM OF SPACE - G.C. TO

MOUNT SIGNS PROVIDED BY CHIPOTLE' S SIGNAGE MANUFACTURER

EXISTING MONUMENT SIGN, NEW TWO SIDED SIGN PANEL BY CHIPOTLE

BOLLARD FOR CHIPOTLANE AND PICK-UP PARKING SIGNS - REFER TO 2/SP100

1

2

3

4

5

N.T.S.SP100

TYP. BOLLARD DETAIL2

NORTH

1" = 20'-0"SP100

SITE PLAN1

SHARED TRASH ENCLOSURE, BY LANDLORD6

STORAGE, N.I.C.7

EXISTING CONCRETE PAD - TO BE REMOVED8

NEW BICYCLE RACK - BY CHIPOTLE9

NEW POLE AND CONCRETE FOUNDATION FOR MULTI-TENANT MONUMENT SIGN,

BY LANDLORD

10

NOT USED11

CHIPOTLE TO PROVIDE THREE (3) SEPERATE 2" CONDUIT STUB-UPS, TWO (2) OF WHICH

SHALL TERMINATE ABOVE THE PICK-UP WINDOW ON THE INTERIOR 13

CHIPOTLANE HEIGHT BAR AND ASSOCIATED FOOTING SUPPLIED AND INSTALLED BY

CHIPOTLE'S SIGNAGE MANUFACTURER12

CHIPOTLANE DIGITAL MARKETING BOARD AND ASSOCIATED CONCRETE BASE BY CHIPOTLE'S

SIGNAGE MANUFACTURER; SEPERATE 1" & 2" CONDUIT STUB-UPS BY CHIPOTLE14

15PATIO POLE LIGHT PROVIDED BY CHIPOTLE'S LIGHTING VENDOR, INSTALLED BY G.C. - REFER

TO 3/SP100 FOR CONCRETE FOUNDATION DETAIL - 1" CONDUIT STUP-UP BY CHIPOTLE

1" = 1'-0"SP100

EXTERIOR POLE LIGHT FOUNDATION DETAIL3

Page 12: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

DINING101

ORDERING102UTENSIL

103

CHIPOTLANE104

POS105

SERVING106

COOKING107

COOLER108

KITCHEN110

2

1

4C

5A

2F

3E

3E

1E

1E

3C

3C

4L

4M3C

3C

1F

1E

3C

4L

3C

2H

3E

14A

10

3C 3C

1F

3C 3C

3C3C

1F

3C 3C

3C 3C

1F

3C 3C

14A

6A

42BELOW

2A

16

1124.3

24.5

24

26BELOW

16

10 25

18

19

14

11

12

1315

13.1

7.4

32C

32.2

7

40B

23A

8B

35.4

17

17

17

17

17

17

17

17

55

49

10.2

10.1

10.2

10.1

56

5B

43

31

3

1E

N.I.C.

3C

3C

3C

3C

3C

3C

3C

1H

24.3

24.5

32

2H

4A

20

11 WOMEN'S112

MEN'S113

BELOW

39B

41.3

40A

2A41.4

10.1

10

11

31.6

31.7

61

62B

7A

6

5' -

9 1/

8"

33

34

EQ. EQ.

10.1

11

10

24.3

10

10.1

22.222.1 23

22

24.5

30

29.2

29.4

30.112

38

37

37.1

7

8.28.1

ABOVE

1.1

21' -

1 1

/2"

3' -

8 3/

4"5'

- 7

1/8"

3' -

9 1/

8"3'

- 8

3/4"

TYP.

3E TYP.

5' - 1 1/2" 6' - 10 1/2"

1' - 0"

6' -

10"

6' -

10"

14' -

3 1

/4"

3E 3E

3E3E

2' -

10"

EQ. EQ.

OFFICE109

HALL111

UNFINISHED115

PASSAGE114

30 30

3"

2' -

0"

6' -

4"14

' - 0

"

1' -

9 7/

8"

1

2

5

3

4

9

3' -

9 5/

8"

7

8

10

VESTIBULE100

2245

11

57

29B

17A

9

12

2SP100

15

15

1212

12 12

13B

12

12

14A

13B

13A

12

12

12

12 12

12

13

13B

12 12

12 12

REFER TO 1/A130 FOR

ORIENTATION OF LEG

RELATIVE TO TABLE

2' -

0"

3' - 6"

EQ.

EQ.

10" 2' - 8"

TABLE TOP - REFER

TO MILLWORK

SHOP DRAWINGS

TABLE LEG & BASE

ASSEMBLY

TABLE TOP - REFER

TO MILLWORK

SHOP DRAWINGS

DASHED LINES INDICATE

INSTALLATION

LOCATION FOR TABLE

LEG & BASE

ENLARGED PLAN

ENLARGED ELEVATION

2' -

6"

27"

MIN

. CLE

AR

2' - 6"1'

- 7"

4' -

0"

2' - 6"

SNEEZE GUARD AS

PROVIDED W/ SERVING

LINE EQUIPMENT

ASSEMBLY &

INSTALLED BY G.C.

SERVING LINE

EQUIPMENT ASSEMBLY,

REFER TO A130

FINISH PANEL PROVIDED

BY MILLWORK SUPPLIER

& INSTALLED BY G.C.

SNEEZE TRAJECTORY

BULLNOSE, COVELESS,

QUARRY TILE BASE CUT

TO HEIGHT OF CURB

PROVIDE CONTINUOUS BEAD

SEALANT, REFER TO SPECS

FINISH FLOOR

CONCRETE CURB

LOCATION OF 5'-0" HIGH

POINT AT CUSTOMER

SIDE OF SNEEZE GUARD

1' -

4 7/

8"2'

- 11

1/2

"

4' -

4 3/

8"

1

2

3

WATER FILTER ABOVE, REFER TO PLUMBING DRAWINGS

4

TELEPHONE BOARD ABOVE, REFER TO ELECTRICAL DRAWINGS

5

6

7

8

HOOD ABOVE

CO2 REMOTE FILLER VERIFY LOCATION WITH CHIPOTLE CONSTRUCTION MANAGER

9

ELEC. PANEL LOCATION, SEE ELEC PLANS

10

11

PATIO RAILING, SEE SHEET SP100 FOR DIMENSIONS

BYPASS DISTRIBUTION PANEL, SEE ELEC PLANS

DOORBELL - REFER TO ELEC. DWGS - INSTALL @ 36"- 48" A.F.F.

NOT USED

CHEMICAL CLEANER DISPENSING SYSTEM WITH INTEGRAL AIR GAP - REFER TO PLUMB. DWGS.

OFFICE DESK AND SHELVING - REFER TO AND ELECTRICAL DWGS FOR MOUNTING HEIGHT AND OUTLET LOCATIONS2

A702

PATIO POLE LIGHT PROVIDED BY CHIPOTLE LIGHTING VENDOR, INSTALLED BY CHIPOTLE GC12

DAILY HOURS OF OPERATION FOR CHIPOTLE RESTAURANT & PATIO): 10:45 AM - 10:00 PM13

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

"WE

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70

66

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2018-1187

FF&E/PATIO PLAN

A130

34

59

D. AVERSA

05/17/19 PLAN COMMISSION REVIEW

3/16" = 1'-0"A130

FURNITURE, FIXTURE & EQUIPMENT PLAN1

1/4" = 1'-0"A130

PATIO PLAN2

1. REFER TO SHEET A131 FOR EQUIPMENT LIST AND FURNITURE SCHEDULE.

2. ALL DIMENSIONS TO EXTERIOR OR EXISTING WALLS ARE TO THE FINISH FACE OF THE EXISTING GYP. BD.

3. ALL DIMENSIONS ARE TO FACE OF FRAMING, EDGE OF EQUIPMENT, OR CENTERLINE OF EQUIPMENT UNLESS NOTED OTHERWISE.

4. ALL FURNITURE TO BE SQUARE/PARALLEL TO TENANT SPACE/WALLS AS SHOWN ON PLANS.

GENERAL NOTES

3/4" = 1'-0"A130

DETAIL @ ACCESSIBLE TABLE3

FFE PLAN KEYNOTES

1 1/2" = 1'-0"A130

DETAIL @ SERVELINE SNEEZE GUARD4

Page 13: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

F

F

E

E

5

MAU-1 EF-1

CU-1

EF-2

RTU-1

RTU-2

1

2

TYP.

7

3TYP.

4

6

HD-1

8

14

9

10

11

14' -

6 1

/2"

1' - 1 3/8"

12

13TYP.

21' -

7 3

/4"

13' - 1 3/4"

11' - 6 1/4"

3' -

5 7/

8"

16' -

0"

15' - 8 3/4"

10'-0" RADIUS CLEARANCE FOR FRESH AIR INTAKES - REFER TO MECH. DRAWINGS1

2

EXISTING WOOD JOISTS BELOW, REFER TO STRUCTURAL DRAWINGS3

4 EXISTING ROOF SCREENING

5 TENANT LEASE LINE

6

7 HOOD BELOW ROOF

EXISTING ROOFING SYSTEM AND RIGID INSULATION - PATCH AND REPAIR AS REQUIRED, REFER TO

SPECIFICATIONS

WALK-IN COOLER REMOTE CONDENSING UNIT BELOW ROOF - REFER TO MECHANICAL DRAWINGS

8 IN-LINE RESTROOM EXHAUST FAN BELOW ROOF - REFER TO MECHANICAL DRAWINGS

9 NEW H.V.A.C. UNIT, REUSE EXISTING DUCT PENETRATIONS, REUSE EXISTING CURB ADAPTER - REFER TO MECHANICAL DWGS

10 GREASE EXHAUST FAN - REUSE EXIST. DUCT PENETRATION, REFER TO MECHANICAL DRAWINGS

11 MAKE-UP AIR UNIT, PROVIDE CURB ADAPTER - REFER TO MECHANICAL DRAWINGS

12 EXISTING ROOF HATCH

13 EXISTING ROOF TOP UNIT - N.I.C.

14 NEW H.V.A.C. UNIT, REUSE EXISTING CURB ADAPTER - REFER TO MECHANICAL DWGS

NOTE:

1. WITH MECHANICALLY FASTENED OR BALLASTED SPECIFICATIONS, MEMBRANE MUST BE

MECHANICALLY ATTACHED WITH 2" (50 mm) ANCHOR DISC AND ACCEPTABLE FASTENERS

(MINIMUM OF 4 PER PIPE).

2. DO NOT OVERLAP THE FLANGES FROM ADJACENT PIPE FLASHINGS.

3. ANY SEAM UNDER BOOT FLANGE TO BE TREATED AS T-JOINT.

4. BOTH SURFACES TO BE MATED MUST BE CLEANED WITH TAPE PRIMER/WASH. EPDM TAPE

PRIMER/WASH MUST BE COMPLETELY DRY AND TACK FREE BEFORE APPLYING EPDM LAP CEMENT.

5. IF A LEAD FLASHING IS PRESENT ON THE PIPE, IT MUST BE REMOVED BEFORE A DURO-LAST STACK

FLASHING IS INSTALLED.

6. MEMBRANE ATTACHMENT AROUND THE PENETRATION WILL BE THE SAME AS THE DECK

MEMBRANE, MAX 18" O.C. AND A MINIMUM OF ONE PLATE/FASTENER PER FLASHING.

STAINLESS STEEL BAND

POSITIONED 1/4" FROM THE

TOP OF THE STACK FLASHING

ADHESIVE

FASTENER AND

PLATE 12" O.C.

HOT AIR WELD

RIGID INSULATION*

DURO-LAST PREFABRICATED

CUSTOM CURB FLASHING

DECK

TYP. VENT PIPE

DURO-LAST CAULK

8"

MIN

.

COVERBOARD

TREATED WOOD NAILER

ANGULAR RING SHANK NAIL 12" O.C.

24 GA COUNTER FLASHING

GROMMETED FASTENER 12" O.C.

VERTIBOND ADHESIVE

ADHESIVE

FASTENER AND PLATE 12" 0.C.

HOT AIR WELD

INSULATION*

SINGLE - PLY MEMBRANE

SUBSTRATE

HVAC

8" M

IN.

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.

2. DO NOT SCALE DRAWINGS.

3. USE PREFABRICATED OUTSIDE CORNERS.

4. INSULATION MUST BE SECURELY FASTENED.

5. *GLASS - FACED POLYISO INSULATION IS OPTIONAL AND MAY NOT BE REQUIRED ON EVERY PROJECT.

IF INSULATION IS NOT REQUIRED, THE MEMBRANE MUST BE ADHERED TO AN APPROVED SURFACE.

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

"WE

ST T

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70

66

MIN

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2018-1187

ARCHITECTURAL

ROOF PLAN

A140

34

59

D. AVERSA

05/17/19 PLAN COMMISSION REVIEW

1/4" = 1'-0"A140

ROOF PLAN1

GENERAL NOTES

ROOF PLAN KEYNOTES

1. SEE STRUCTURAL DRAWINGS FOR LOCATIONS AND SIZE OF STRUCTURAL ROOF REINFORCEMENTS.

2. SEE MECHANICAL PLANS FOR ROOF TOP EQUIPMENT.

3. COORDINATE ALL ROOF PENETRATIONS, FLASHING, AND REPAIR W/ CHIPOTLE CONSTRUCTION MANAGER PRIOR TO

COMMENCEMENT OF WORK.

4. DIMENSIONS FOR ROOF TOP EQUIPMENT WITH CURBS IS TO THE OUTSIDE FACE OF CURB. DIMENSIONS FOR EQUIPMENT

WITHOUT CURBS ARE TO THE CENTER OF THE UNIT. ALL DIMENSIONS ARE FOR REFERENCE ONLY. ROOFING CONTRACTOR TO

ADJUST AS NECESSARY IN FIELD. CONTACT ENGINEERING CONSULTANTS FOR ANY MAJOR MODIFICATIONS TO LAYOUT.

5. JOISTS FOR SHELL BUILDING WERE DESIGNED FOR THE RTU WEIGHTS AND PLACEMENT EXHIBITED. IF LOCATION OR

ORIENTATION OF A UNIT MUST CHANGE, NOTIFY ARCHITECT IMMEDIATELY.

6. SEE M700 FOR PENETRATION DETAILS AT RTUS AND THE EXHAUST FAN.

7. PROVIDE INSULATED CURBS FOR ALL EQUIPMENT IN EXPOSED DECK AREA ONLY.

8. ALL UNUSED ROOFTOP EQUIPMENT TO BE REMOVED. PATCH ROOF AS NECESSARY.

9. PROVIDE TAPERED INSULATED CRICKET AT ALL EQUPMENT CURBS.

10. LOCATE ALL UNITS SO DUCT DROPS BETWEEN TRUSS JOISTS. NOTIFIY ARCHITECT IMMEDIATELY IF ANY UNITS NEED TO SHIFT

FROM PLAN LOCATION SHOWN.

1/2" = 1'-0"A140

BOOT DETAIL2

1/2" = 1'-0"A140

CURB FLASHING3

Page 14: STORE NUMBER: 3459...STORE NO.: CHIPOTLE MEXICAN GRILL, INC. PO BOX 182566 COLUMBUS, OH 43218 -2566 TELEPHONE: (614) 318 -2482 INTERNET: COPYRIGHT 2019 THIS DRAWING IS AN INSTRUMENT

OPEN

50' - 0"

1

3

8

5

10

12

' -

6"

8' -

0"

8' - 8"EQ. EQ.

3

4

6

12

' -

6"

EQ.EQ.

2

4

7

1

2

3

4

5

6

REMOTE CO2 FILLER, MOUNT BETWEEN 36" AND 48" ABOVE GRADE - VERIFY LOCATION WITH CHIPOTLE

CONSTRUCTION MANAGER

DOOR BELL, MOUNT BETWEEN 36" AND 48" ABOVE GRADE

CW3 SIGN, COORDINATE BLOCKING FOR SIGN WITH TENANT'S SIGN VENDOR

TENANT LEASE LINE

NEW CHIPOTLANE WINDOW, BY TENANT

6" VINYL ADDRESS LETTERS, LOCATION AND COLOR TO BE SPECIFIED BY THE FIRE MARSHAL

7 EXISTING 3'-0" HOLLOW METAL REAR DOOR

8 EXISTING 3'-6" HOLLOW METAL SERVICE DOOR

9 HOLLOW METAL SERVICE DOOR BY LANDLORD

10 ALUMINEM CANOPY W/ TIRE RODS, BY TENANT

11 NOT USED

12 NEW 6'0" MAIN ENTRY DOORS & REMOVABLE MULLION

Seal: FIRM REGISTRATION

5772-005

DATE

SIGNATURE

EXPIRES 07-31-20

17 MAY, 2019

STO

RE

NO

.:

CHIPOTLE MEXICAN GRILL, INC.

PO BOX 182566

COLUMBUS, OH 43218-2566

TELEPHONE: (614) 318-2482

INTERNET: WWW.CHIPOTLE.COM

COPYRIGHT 2019

THIS DRAWING IS AN INSTRUMENT OF SERVICE

AND AS SUCH REMAINS THE PROPERTY OF

CHIPOTLE MEXICAN GRILL, INC.. PERMISSION FOR

USE OF THIS DOCUMENT IS LIMITED AND CAN BE

EXTENDED ONLY BY WRITTEN AGREEMENT WITH

CHIPOTLE MEXICAN GRILL, INC..

Project No.

Contents:

Drawn:

Issue Record:

Consultant:

Checked:

#Revisions:

"WE

ST T

OW

NE

"

70

66

MIN

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AL

PO

INT

RO

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, WI 5

37

17

JAA

2018-1187

EXTERIOR

ELEVATIONS

A301

34

59

D. AVERSA

05/17/19 PLAN COMMISSION REVIEW

1. REFER TO EXTERIOR ELEVATIONS THIS SHEET FOR EXTERIOR SIGNAGE LOCATIONS, SIZES & DESCRIPTIONS.

2. EXTERIOR SIGNAGE PROVIDED BY TSV AND INSTALLED BY TSV. GC TO MAKE FINAL CONNECTION.

GENERAL NOTES

ELEVATION KEYNOTES

3/16" = 1'-0"A301

WEST ELEVATION3

3/16" = 1'-0"A301

SOUTH ELEVATION2

3/16" = 1'-0"A301

NORTH ELEVATION1