DOMOPS BID DWGS 051023.pdf

LOCATION MAP

MINNESOTA AIR NATIONAL GUARD

DULUTH, MINNESOTA

FMKM 169006

CONSTRUCT DOMOPS STORAGE

CONTACTS

CLIENT

PROJECT MANAGER

CIVIL ENGINEER

ARCHITECT

STRUCTURAL ENGINEER

MECHANICAL ENGINEER

ELECTRICAL ENGINEER

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: CARALYN KIEPER

E-MAIL: CARALYN.KIEPER@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: DAN SHAW

E-MAIL: DAN.SHAW@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: CYNTHIA POIRIER

E-MAIL: CYNTHIA.POIRIER@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: JENNIFER ALLEN

E-MAIL: JENNIFER.ALLEN@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: STEWART CRAN

E-MAIL: STEWART.CRAN@LHBCORP.COM

LHB, INC.

21 WEST SUPERIOR STREET, SUITE 500

DULUTH, MN 55802

PHONE: (218) 727-8446

CONTACT: MARK VINCENT

E-MAIL: MARK.VINCENT@LHBCORP.COM

148th FIGHTER WING

MINNESOTA AIR NATIONAL GUARD

PHONE: (218) 788-7885

CONTACT: CAPT. BENJAMIN HAYES

EMAIL: BENJAMIN.H.HAYES.MIL@MAIL.MIL

RENDERING/ IMAGE

PROJECT AREA

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

CONSTRUCT

DOMOPS STORAGE

170859 MnANG DOMOPS Storage A19 Central.rvt

FMKM169006

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

8/11/20 FINAL SUBMITTAL

5/10/23 BID

B

IM

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G001

5/10/23

CYNTHIA POIRIER

22021

CMK

CIP

170859

PROJECT TITLE SHEET

SHEET INDEX

SHEET NO SHEET NAME

P001 PLUMBING SYMBOLS AND ABBREVIATIONS

P110 UNDERSLAB PLUMBING PLAN

P111 PLUMBING PLANS

P601 PLUMBING SCHEDULES DETAILS, RISERS & POINTS

M001 MECHANICAL SYMBOLS AND ABBREVIATIONS

M151 VENTILATION PLANS

M601 MECHANICAL SCHEDULES

M701 SYSTEM DETAILS & CONTROLS

E001 ELECTRICAL SYMBOLS AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EP101 POWER PLAN

T101 TECHNOLOGY PLAN

EL121 LIGHTING PLAN

E501 ELECTRICAL DETAILS AND DIAGRAMS

E601 ELECTRICAL SCHEDULES

E602 ELECTRICAL SCHEDULES

E701 ELECTRICAL DIAGRAMS

T501 TECHNOLOGY DETAILS

T502 TECHNOLOGY DETAILS

T503 TECHNOLOGY DETAILS

T701 TECHNOLOGY DIAGRAMS

SHEET INDEX

SHEET NO SHEET NAME

G001 PROJECT TITLE SHEET

G002 PROJECT TITLE SHEET

G003 STANDARD MOUNTING HEIGHTS

G004 CODE PLANS & CODE SUMMARY

C000 SITE REMOVALS & EROSION CONTROL PLAN

C001 SITE REMOVALS & EROSION CONTROL PLAN

C100 SITE LAYOUT & SURFACING PLAN

C200 SITE UTILITY PLAN

C300 SITE GRADING PLAN

C400 CONSTRUCTION DETAILS

C401 CONSTRUCTION DETAILS

C402 CONSTRUCTION DETAILS

C403 CONSTRUCTION DETAILS

C404 CONSTRUCTION DETAILS

C405 CONSTRUCTION DETAILS

C406 CONSTRUCTION DETAILS

S000 STRUCTURAL NOTES

S001 STRUCTURAL NOTES & SCHEDULES

S002 ROOF PLAN & ELEVATIONS

S101 FOUNDATION PLAN

S401 ENLARGED PLANS

S501 STRUCTURAL DETAILS

S502 STRUCTURAL DETAILS

S503 STRUCTURAL DETAILS

A101 FLOOR PLAN

A111 ROOF PLAN & DETAILS

A121 REFLECTED CEILING PLAN

A201 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A311 WALL SECTIONS

A401 ENLARGED PLANS, INTERIOR ELEVATIONS & ROOM FINISH SCHEDULE

A501 EXTERIOR DETAILS AND SIGNAGE

A511 PARTITION TYPES & DETAILS

A611 DOOR/OPENING SCHEDULES, & DETAILS

A812 EQUIPMENT PLAN - FOR REFERENCE ONLY

F001 FIRE PROTECTION PLAN

NO DATE REVISION

REFERENCE INDICATORS

ROOM NAME

PLYWOOD

WOOD BLOCKING

MATERIALS

ABBREVIATIONS

PROJECT GENERAL NOTES

ELEVATION INDICATOR

WALL/ PARTITION TYPE.

SEE PARTITION TYPES FOR

ADDITIONAL INFO

DOOR TAG

WINDOW/ LOUVER TAG

INTERIOR ELEVATION REFERENCE

EXTERIOR ELEVATION REFERENCE

BUILDING SECTION REFERENCE

SECTION REFERENCE

REFERENCE TAG

REVISION NUMBER

KEYNOTES

ROOM NAME/ NUMBER101A

DETAIL NUMBER

SHEET NUMBER

G0.01

A5.11

L000

101A.1

A

POINT REFERENCED

ELEVATION

FACE BRICK

CONCRETE BLOCK

CONCRETE BLOCK (LARGE SCALE)

WOOD STUD PARTITION

METAL STUD PARTITION

BATT INSULATION

EXTERIOR RIGID INSULATION

FINISH WOOD

GYPSUM BOARD OR PLASTER

METAL

STONE

EXISTING

A

AB

AC

ACBD

ACT

ADDM

ADJ

ADJ

ADJ

AFF

AHU

ALT

ALUM

AP

APPROX

ARCH

AWT

Absolute Acoustic Acoustic Board Acoustical Ceiling Tile Addendum Adjacent Adjoining Adjustable Above Finished Floor Air Handling Unit Alternate Aluminum Access Panel Approximate Architect Acoustical Wall Treatment

BB

BD

BITUM

BLDG

BLK

BLKG

BM

BMU

BOT

BRG

BUR

Bulletin Board Board Bituminous Building Block Blocking Bench Mark, Beam Burnished Masonry Unit Bottom Bearing Built-Up Roofing

CAB

CB

CI

CJ

CT

CEM

CEMPLAS

CHBD

CG

CL

CLG

CLR

CMU

CO/COR

COL

COMP

CONC

CONF

CONT

CONTR

CPT

CSG

CUH

Cabinet Catch Basin Cast Iron Control Joint Ceramic Tile Cement Cement Plaster Chalk Board Corner Guard Center Line Ceiling Clear Concrete Masonry Unit Contracting Officer (Rep) Column Composition Concrete Conference Continuous Contractor Carpet Casing Cabinet Unit Heater

D

DBL

DEMO

DET

DF

DIA

DIM

DISP

DN

DR

DR

DS

DT

DW

DWG

Depth Double Demolition Detail Drinking Fountain Diameter Dimension Dispenser Down Door Drain Down Spout Drain Tile Dishwasher Drawing

E

EA

EF

EFIS

EJ

EL

ELEC

ELEV

ENCL

EQ

EW

EWC

EXP

EXPMATL

EXT

EXIST

East Each Each Face Exterior Finish Insulation

Expansion Joint Elevation Electrical Elevator Enclosure Equal Each Way Elec.. Water Cooler Expansion, Exposed Expansion Material Exterior Existing

FD

FDTN

FE

FEC

FIN

FLR

FP

FR

FT

FTG

FWC

Floor Drain Foundation Fire Extinguisher Fire Extinguisher Cabinet Finish Floor Fireproofing Frame Foot Footing Fabric Wall Covering

GA

GALV

GB

GEN

GI

GL

GLU LAM

GYP

Gage Galvanized Grab Bar General Galvanized Iron Glass Glued Laminated Wood Gypsum

HC

HD

HDBD

HDW

HDWD

HNDRL

HM

HORIZ

HT

Hollow Core Hand Dryer Hardboard Hardware Hardwood Handrail Hollow Metal Horizontal Height

ID

INSUL

INT

JAN

JST

JT

Inside Diameter Insulation Interior Janitor Joist Joint

LAV

LF

LINO

LKR

LOC

MATL

MAX

MECH

MET/MTL

MEZZ

MFR

MH

MK BD

MIN

MIRR

MISC

MO

MR

MTG

Lavatory Linear Feet (Foot) Linoleum Locker Location, Locate

Material Maximum Mechanical Metal Mezzanine Manufacturer Manhole Marker Board Minimum, Minute Mirror Miscellaneous Masonry Opening Moisture Resistant Mounting

N

NA

NIC

NTS

NO

North Not Applicable Not In Contract Not To Scale Number

OC

OD

OFF

OPNG

OPP

OH

ORIG

On Center Outside Diameter Office Opening Opposite Overhead Original

PC

PBD

PERF

PL

PLAS

PLAM

PLYWD

PREFIN

PTD

PTH

PT

QT

R

RAD

RB

RD

REC

REF

REINF

REQD

RESIL

RM

RO

RS

RTF

S

SAT

SC

SCHED

SECT

SD

SGD

SGT

SHTHG

SIM

SND

SPEC

SQ FT

SS

STL

STOR

STRUCT

SUSP

SV

Portland Cement Particle Board Perforated Plate Plaster Plastic Laminate Plywood Prefinished Paper Towel Dispenser Paper Towel Holder Paint

Quarry Tile

Riser, Radius, Range Radiator Resilient Base Roof Drain Recessed Refrigerator Reinforced Required Resilient Room Rough Opening Rough Sawn Rubber Tile Flooring

South Suspended Acoustical Tile Solid Core Schedule Section Soap Dispenser Sliding Glass Door Structural Glazed Tile Sheathing Similar Sanitary Napkin Dispenser Specification Square Foot Stainless Steel Steel Storage Structural Suspended Sheet Vinyl

T

TB

TD

TEL

TEMP

TER

TKBD

T&G

TPD

TYP

UNEX

UNFIN

UNO

UR

VB

VCT

VERT

VIF

VWC

W W/ W/O

WC

WD

WDW

WGL

WH

WWM

WI

Tread, Toilet Towel Bar Towel Dispenser Telephone Tempered Terrazzo Tack Board Tongue and Groove Toilet Paper Dispenser Typical

Unexcavated Unfinished Unless Noted Otherwise Urinal

Vinyl Base Vinyl Composition Tile Vertical Verify In Field Vinyl Wall Covering

West With Without Water Closet Wood Window Wire Glass Water Heater Welded Wire Mesh Wrought Iron

At Angle Channel Center Line Flow Line Plate Feet Inches Number Smoke Square Round, Diameter

CL

FL

PL

Ø

SYMBOL CHARACTERS

W, X, Y, Z

V

U

T

S

R

Q

PH

I, J, K

L

M

N

O

D

E

F

G

C

B

A3.01

A5.03

CAST-IN-PLACE CONCRETE

System

A. ALL WORK SHALL BE PERFORMED IN STRICT CONFORMANCE WITH LAWS, ORDINANCES,

RULES, CODES AND REGULATIONS OF GOVERNMENT AUTHORITIES HAVING

JURISDICTION.

B. THE GENERAL CONTRACTOR, ASSOCIATED SUBCONTRACTORS, AND ALL OF THEIR

SUBORDINATES (REGARDLESS OF THE TRADE INVOLVED) SHALL FAMILIARIZE

THEMSELVES WITH ALL INFORMATION LOCATED WITHIN THE COMPLETE

CONSTRUCTION DOCUMENT SET (ALL DRAWINGS AND SPECIFICATIONS) PRIOR TO

CONSTRUCTION.

C. CONTRACTOR(S) SHALL MAINTAIN CURRENT RECORD DRAWINGS ON SITE AT ALL TIMES.

D. BEFORE COMMENCEMENT OF WORK, THE CONTRACTOR AND ASSOCIATED

SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN IN THE

CONTRACT DOCUMENTS. THIS INCLUDES REVIEW AND VERIFICATION THAT

DIMENSIONS, LOCATIONS, AND REQUIREMENTS SHOWN ON THESE PLANS ARE

ACCEPTABLE FOR INSTALLATION AND PROPER USE OF THEIR RESPECTIVE SYSTEMS,

MATERIALS AND EQUIPMENT. ANY DEVIATIONS, DISCREPANCIES, AND/OR CONFLICTS

SHALL BE REPORTED IN WRITING TO THE ARCHITECT.

E. PRIOR TO COMMENCEMENT OF ANY OPERATION, EACH CONTRACTOR SHALL EXAMINE

WORK PERFORMED BY OTHERS TO WHICH THEIR WORK ADJOINS OR IS APPLIED, AND

REPORT TO THE ARCHITECT ANY CONDITIONS PREVENTING SATISFACTORY

ACCOMPLISHMENT OF THEIR WORK. STARTING WORK OF ANY OPERATION SHALL

INDICATE ACCEPTANCE OF CONDITIONS.

F. COORDINATE ALL WORK INDICATED BY CIVIL, ARCHITECTURAL, MECHANICAL,

ELECTRICAL, PLUMBING, FIRE PROTECTION, AND STRUCTURAL. WORK SHOWN BY ONE

TRADE MAY AFFECT ANOTHER.

G. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN, LARGE SCALE DETAILS

GOVERN OVER SMALL SCALE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND

FIELD CONDITIONS PRIOR TO COMMENCEMENT OF WORK, AND SHALL NOTIFY

ARCHITECT IMMEDIATELY IF ANY CONFLICTS OR DISCREPANCIES OCCUR.

H. MATERIALS AND NOTES COMMON TO SEVERAL DRAWINGS MAY BE NOTED ON ONLY

ONE DRAWING. CONTRACTORS SHALL BE RESPONSIBLE FOR ENTIRE SET OF

DOCUMENTS. REVIEW SPECIFICATIONS FOR INSTRUCTIONS NOT SHOWN ON

DRAWINGS.

I. REFERENCES SHOWN ON DRAWINGS DO NOT NECESSARILY INDICATE ALL LIKE

CONDITIONS AND DO NOT LIMIT APPLICATION OF DRAWING OR DETAIL WHERE SPECIFIC

DIMENSION, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED. CONSULT THE

ARCHITECT PRIOR TO PROCEEDING WITH WORK.

J. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN CONTRACT" WORK. WHEN

INFORMATION IS INADEQUATE, REQUEST FURTHER INSTRUCTIONS BEFORE

PROCEEDING.

K. CONTRACTOR SHALL PERFORM HIGH QUALITY WORK. MATERIALS INSTALLED TO

UNIFORM ACCURATE FIT SO THEY MEET WITH NEAT, STRAIGHT LINES, FREE OF OPEN

SEAMS OR OVERLAPS. INSTALL EXPOSED MATERIALS APPROPRIATELY LEVEL, PLUMB

AND AT ACCURATE RIGHT ANGLES, OR FLUSH WITH ADJOINING MATERIALS. WORK OF

EACH TRADE SHALL MEET OR EXCEED ALL NATIONAL STANDARDS PUBLISHED BY THE

TRADE.

L. COORDINATE WITH ALL SUBCONTRACTORS, ANY REQUIRED OPENINGS, INCLUDING

THOSE NOT INDICATED IN THE CONSTRUCTION DOCUMENT.

M. WHERE ACCESS PANELS ARE REQUIRED FOR EQUIPMENT, UTILITIES, OR DEVICES,

THOSE PANELS SHALL BE INSTALLED WHETHER OR NOT THEY ARE SPECIFICALLY

SHOWN ON THE DRAWINGS. WHEN INSTALLED IN A FIRE RATED ASSEMBLY, THE

ACCESS PANEL MUST BE FIRE RATED TO MATCH THE RATING OF THAT ASSEMBLY.

VERIFY ALL PANEL LOCATIONS WITH ARCHITECT AND OWNER BEFORE INSTALLING.

N. CONTRACTOR SHALL MAINTAIN CLEAN AND PRESENTABLE WORK AND STORAGE

AREAS, AND SHALL NOT ALLOW ANY MATERIAL AS A RESULT OF DEMOLITION OR

CONSTRUCTION TO ACCUMULATE.

O. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED MATERIALS.

P. PRIOR TO FINAL INSPECTION OF AND ACCEPTANCE OF THIS PROJECT, THE

CONTRACTOR SHALL HAVE PROJECT AREA FREE FROM ALL CONSTRUCTION DEBRIS,

SCRAPS, MATERIAL, AND EQUIPMENT.

Q. UPON COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL CONSTRUCTION

DEBRIS. ALL AREAS AFFECTED BY THE PROJECT SHALL BE DELIVERED CLEAN, WHOLE,

TIGHT, AND FIT FOR IMMEDIATE OCCUPANCY.

R. THE CONTRACTOR SHALL ACCEPT THE PROJECT SITE AS IT EXISTS. ALL EXISTING

DIMENSIONS AND EXISTING CONDITIONS WHETHER OR NOT SPECIFICALLY NOTED ON

THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO THE

COMMENCEMENT OF ANY WORK. NOTIFY THE ARCHITECT IMMEDIATELY OF ANY

CONFLICTS OR DISCREPANCIES.

S. THE ARCHITECTURAL DRAWINGS SHOW PRINCIPAL AREAS AND LIMITS OF

CONSTRUCTION WHERE WORK MUST BE ACCOMPLISHED UNDER THIS CONTRACT.

INCIDENTAL WORK MAY BE NECESSARY IN AREAS NOT SHOWN ON ARCHITECTURAL

DRAWINGS DUE TO CHANGES AFFECTING ELECTRICAL, MECHANICAL AND PLUMBING

ALONG WITH OTHER SYSTEMS. THIS INCIDENTAL WORK SHALL BE PART OF THIS

CONTRACT, AND ALL TRADES SHALL INSPECT THESE AREAS, ASCERTAIN WORK

REQUIRED AND DO THE WORK IN ACCORDANCE WITH CONTRACT REQUIREMENTS AT

NO ADDITIONAL COST.

T. IF NON-IDENTIFIED, POTENTIALLY HAZARDOUS MATERIAL IS ENCOUNTERED, DO NOT

DISTURB. CONTACT COR IMMEDIATELY TO ARRANGE FOR REMOVAL BY GOV'T.

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

CONSTRUCT

DOMOPS STORAGE

170859 MnANG DOMOPS Storage A19 Central.rvt

FMKM169006

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

8/11/20 FINAL SUBMITTAL

5/10/23 BID

B

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G002

5/10/23

CYNTHIA POIRIER

22021

CMK

CIP

170859

PROJECT TITLE SHEET

COMPLY WITH

SIDE WALL GRAB

BAR STANDARDS

STANDARD DRINKING FOUNTAIN

(DF)

ACCESSIBLE DRINKING

FOUNTAIN (ACC DF)

" M

IN

ACCESSIBLE LAVATORY

(ACC LAV)

9" M

IN

" M

IN

" M

IN

" M

A X

TO

R

E

FL

E C

TI

V

E

" M

A X

17" MIN.

8" MIN.

MAX

6"

O

F S

P O

U T

" M

A X

9" M

IN

8" MIN.

O

F S

P O

U T

" M

IN

" M

A X

URINAL (UR)

" M

A X

STANDARD WATER CLOSET (WC)

ACCESSIBLE WATER CLOSET (ACC WC)

" M

A X

12" MIN.

40" MAX.

" M

IN

" M

A X

7"-9" 18 " M

IN

ACCESSORY LOCATION;

ALLOW 1 1/2" MIN.

CLEAR TO GRAB BARS40" MAX.

12" MIN.

" M

A X

S N

D

T P

D

SND/TPD

STANDARD GRAB BARS (GB)

STANDARD GRAB BARS (GB)

6"

12" 42"

54"

39"-41"

VERTICAL GRAB

BAR REQ'D IN MN

12" 24"

6" 36"

42"

SOAP

DISPENSER (SD)

O P

E R

A B

L E P

A R

TS

" M

A X

PAPER TOWEL

DISPENSER (PTD)

O P

E R

A B

L E P

A R

TS

" M

A X

HAND DRYER

(HD)

O P

E R

A B

L E P

A R

TS

" M

A X

FIRE EXTINGUISHER

CABINET (FEC)

TO

C

O N

TR

O

LS

" M

A X

S U

R F

A C

E

6"

" M

IN

LA

T

C H

32"

NURSE CALL (NC),

WHERE OCCURS

ANNUNCIATOR KEY BOX MAILBOXESCOAT / ROBE HOOK

(CH / RH)

TOILET ROOM

SHELF (SH)

MIRROR (MIRR)

" M

A X

" M

A X

" T

Y P

. 60

" M

A X

" M

IN

TO

R

E

FL

E C

TI

V

E

(4 0"

M A

X

A B

O V

E L

A V

T O

C O

N T

R O

LS

O P

E R

A B

LE

P

A R

T S

6" TYP.

12" WIDE (MAX)

6" DEEP (MAX)

M A

X

S U

R F

A C

E

MOP RACK

(MR)

DIVIDER

SCREEN

DIAPER CHANGING

STATION (DCS)

/2

4" MAX.

BARRIER FREE

DOOR ACTUATOR (DA)

" M

IN

" M

A X

FEMININE

HYGIENE

VENDOR (FHV)

O P

E R

A B

L E P

A R

TS

" M

A X

T.

O

. L A

TC

H

" M

A X

STANDARD MOUNTING HEIGHTS

O P

E R

A B

LE

H

G T

W

IT

H N

O

O B

S T

R U

C T

IO

N

S

MOUNTING HEIGHTS FOR EQUIPMENT

PUBLIC RESTROOM FIXTURE / ACCESSORY MOUNTING HEIGHTS (STANDARD ADULT)

LA

TC

H A

P P

R O

A C

H

" M

IN

" M

IN

AMBULATORY STALL

7'

MARKER BOARD (MB)

18" 18"

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

CONSTRUCT

DOMOPS STORAGE

170859 MnANG DOMOPS Storage A19 Central.rvt

FMKM169006

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

8/11/20 FINAL SUBMITTAL

5/10/23 BID

B

IM

/M n A

N G

P ro je c ts

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N G

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G003

5/10/23

CYNTHIA POIRIER

22021

CMK

CIP

170859

STANDARD MOUNTING

HEIGHTS

9"

16' - 0"

29' - 6"

50' - 0"

3'

0"

12' - 0"

CODE ANALYSIS

1. GENERAL INFORMATION

A. PROJECT NAME: DOMOPS STORAGE

B. PROJECT LOCATION: MINNESOTA AIR NATIONAL GUARD

DULUTH, MN

C. GROSS BUILDING SIZE: 11,265 SF

6. TYPES OF CONSTRUCTION (IBC CHAPTER 6)

A. TYPE II-B

BUILDING ELEMENT FIRE RESISTANCE

- PRIMARY STRUCTURAL FRAME 0 HR

- EXTERIOR BEARING WALLS 0 HR

- INTERIOR BEARING WALLS 0 HR

- EXTERIOR NON-BEARING WALLS/PARTITIONS (UPDATE PER TABLE 602)

- INTERIOR NON-BEARING WALLS/PARTITIONS 0 HR

- FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HR

- ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR OR HT

7. FIRE AND SMOKE PROTECTION FEATURES (IBC CHAPTER 7)

BUILDING ELEMENT FIRE RESISTANCE

A. FIRE WALLS 2 HR (UPDATE PER TABLE 706.4)

B. FIRE BARRIERS 2 HR (UPDATE PER TABLE 707.3.10)

C. FIRE PARTITIONS

- CORRIDOR WALLS 1 HR (UPDATE PER 708.3)

- ELEVATOR LOBBY 1 HR (UPDATE PER 708.3)

D. SMOKE BARRIERS 1 HR

E. SMOKE PARTITIONS 0 HR

5. GENERAL BUILDING HEIGHTS AND AREAS (IBC CHAPTER 5)

A. ALLOWABLE BUILDING HEIGHTS AND AREAS TABLE 503

(GROUP S-2) SPRINKLERED* TYPE II-B MAX FOOTPRINT 26,000 SF, 3 STORIES

* AUTOMATIC SPRINKLER SYSTEM INCREASE PER SECTION 506.3

B. BUILDING AREA MODIFICATIONS SECTION 506 (EQUATION 5-1)

A(a) = A(t) + [A(t) x I(f)] + [A(t) x I(s)] Aa= {26,000 + [26,000x0.75] + [26,000x2]} = 97,500 sf

C. FRONTAGE INCREASE SECTION 506 (EQUATION 5-2)

I(f) = [F/P - 0.25]W/3 F = 472’; P = 472’; W = >30 If = [472/472 - 0.25] 30/30 = .75 = 75%

D. ACCESSORY OCCUPANCIES SECTION 508.2

- AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF

THE BUILDING AREA OF THE STORY IN WHICH THEY ARE LOCATED AND NOT EXCEED TABULAR

VALUES IN TABLE 503.

- NO SEPARATION IS REQUIRED BETWEEN ACCESSORY OCCUPANCIES AND THE MAIN

OCCUPANCY

MIXED OCCUPANCY RATIO SECTION 508.4.2

N/A - NON-SEPARATED OCCUPANCIES PER 508.3

F. INCIDENTAL ACCESSORY OCCUPANCIES TABLE 508.2.5

- FURNACE ROOM (over 400,000 BTU) 1-HR or SPRINKLER AND SMOKE

RESISTANT CONST.

- BOILER ROOMS (over 15 PSI and 10 HP) 1-HR or SPRINKLER AND SMOKE

RESISTANT CONST.

- PARKING GARAGE 2-HR or 1-HR AND SPRINKLER

NOTE: INCIDENTAL USES SHALL NOT OCCUPY MORE THAN 10% OF THE BUILDING AREA OF THE STORY

IN WHICH THEY ARE LOCATED.

8. FIRE PROTECTION SYSTEMS (UFC 3-600-01, ELT 02-15, FOLLOW NFPA 409 PER IBC)

A. BUILDING FULLY SPRINKLERED

B. FIRE EXTINGUISHERS ARE NOT REQUIRED (UFC 3-600-01, 9-17.1)

9. MEANS OF EGRESS (NFPA 10-1.1)

A. OCCUPANT LOAD STORAGE AREAS - 300 GROSS = 39 OCCUPANTS

B. EGRESS WIDTH (SECTION 1005)

COMPONENT WIDTH FACTOR

UNSPRINKLERED/SPRINKLERED*

- ALL OTHER 0.2/0.15

DOORS TO HAVE MINIMUM CLEAR WIDTH OF 32" (36" LEAF) PER 1008.1.1

C. (7.4.1.1) (2) EXITS REQUIRED, EXCEPT WHERE (1) IS ALLOWED BY CH. 11-43

D. COMMON PATH OF EGRESS TRAVEL (NFPA 713.1 (1), 42.2.5) 100'-0"

E. EXIT ACCESS TRAVEL DISTANCE (CH. 11-43)

LOW HAZARD STORAGE OCCUPANCY = NOT LIMITED (42.2.6)

F. CORRIDORS: (42.3.6) THE PROVISIONS OF 7.1.3.1 SHALL NOT APPLY.

(NFPA TABLE 42.2.5, CH. 11-43) DEAD END CORRIDOR LIMIT IS

NOT LIMITED IN LOW HAZARD STORAGE OCCUPANCY.

G. MINIMUM NUMBER OF EXITS: (NFPA 42.2.4.1) 1 EXIT IS ACCEPTABLE PER 42.2.4.1.

IN LOW HAZARD STORAGE OCCUPANCIES, A SINGLE MEANS OF

EGRESS SHALL BE PERMITTED FROM ANY STORY OR SECTION.

ACTUAL NUMBER OF EXITS PROVIDED: 4

11. PLUMBING FIXTURE COUNT (IBC CHAPTER 29)

A. S-2 OCCUPANCY

FIXTURE RATIO TOTAL OCCUPANTS =

WC 1 PER 100 OCCUPANTS

LAVATORY 1 PER 100 OCCUPANTS

DRINKING FOUNTAIN 1 PER 1000 OCCUPANTS

OTHER 1 SERVICE SINK

REQUIRED FIXTURES TOTAL MEN WOMEN

WC 1 (1/2 TOTAL) (1/2 TOTAL)

LAVATORY 1 (1/2 TOTAL) (1/2 TOTAL)

BATHTUB/SHOWER N/A

DRINKING FOUNTAIN N/A, EXCEPTION F. A DRINKING FOUNTAIN SHALL NOT BE REQUIRED IN

BUILDINGS OR TENANT SPACES HAVING AN OCCUPANT LOAD LESS THAN 50

OTHER 1 SERVICE SINK

4. SPECIAL DETAILED REQUIREMENTS (IBC CHAPTER 4)

A. MOTOR-VEHICLE-RELATED OCCUPANCIES SECTION 406

B. AIRCRAFT-RELATED OCCUPANCIES SECTION 412

2. APPLICABLE CODES

A. MINNESOTA STATE BUILDING CODE 2015 EDITION

B. INT'L BUILDING CODE (W/ AMENDMENTS) 2012 EDITION

C. INT'L FIRE CODE (W/ AMENDMENTS) 2012 EDITION

D. MINNESOTA MECHANICAL AND FUEL GAS CODE 2015 EDITION

E. MINNESOTA PLUMBING CODE 2015 EDITION

F. NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION

G. MINNESOTA COMMERCIAL ENERGY CODE 2012 EDITION

H. MINNESOTA ACCESSIBILITY CODE 2015 EDITION

I. ANG DESIGN POLICY, ETL 15-01, 1 MAY 2015

J. NFPA 101 2018 EDITION

K. 2017 NFPA 70 NATIONAL ELECTRICAL CODE

L. 2010 NFPA 72 NATIONAL FIRE ALARM AND SIGNALING CODE

M. UFC 1-200-01, DOD GENERAL BUILDING REQUIREMENTS.

N. UFC 3-600-01, FIRE PROTECTION ENGINEERING FOR FACILITIES

3. USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3)

A. LOW-HAZARD STORAGE (SECTION 311) GROUPS: S-2

90 SF

COMM

S-2 300

45 SF

ELEC

S-2 300

56 SF

MECH

S-2 300

5288 SF

VEHICLE

STORAGE

S-2 200

1515 SF

BSERV

S-2 500

3913 SF

STORAGE

S-2 300

TOTAL EXIT DISTANCE : 82'-6"

TOTAL EXIT

DISTANCE : 90' - 0"

TOTAL EXIT DISTANCE : 86' - 0"

TOTAL EXIT

DISTANCE : 60' - 0"**

173'-6" X 1/3 - 58'-4" MINIMUM EXIT SEPARATION

1 HOUR

2 HOUR

3 HOUR

SMOKE

CODE PLAN LEGEND

= EXIT SIGN

= FIRE EXTINGUISHER / FIRE

EXTINGUISHER CABINET

= EXIT DISTANCE

FE FEC

= BUILDING EXIT/ EXIT ACCESS

XXX sf

OCCUPANT TYPE

ROOM AREA

LOAD FACTORXXXX

XXX OCCUPANT LOAD

= MAX BUILDING DIAGONAL

FILE:

DRAWN BY:

CHECKED BY:

PROJ. NO:

DRAWING NO:

DRAWING TITLE:

PROJECT NAME:

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 Architect under the laws of the State of Minnesota.

Signature:

Typed or Printed Name:

Date: Reg. No.:

THIS SQUARE APPEARS 1/2"x1/2"

ON FULL SIZE SHEETS

CLIENT:

DULUTH, MINNESOTA

148th FIGHTER WING

MINNESOTA AIR

NATIONAL GUARD

CONSTRUCT

DOMOPS STORAGE

170859 MnANG DOMOPS Storage A19 Central.rvt

FMKM169006

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

NO DATE ISSUED FOR

21 W. Superior St., Ste 500 | Duluth, MN 55802 | 218.727.8446

8/11/20 FINAL SUBMITTAL

5/10/23 BID

B

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5/10/23

CYNTHIA POIRIER

22021

CMK

CIP

170859

CODE PLANS & CODE

SUMMARY

1/8" = 1'-0"1 CODE PLAN

S-2 OCCUPANCY

TOTAL GROSS SF: 11,265 SF / 500 SF

TOTAL OCCUPANT LOAD: 23 MAX, 9 TYP.

PLAN

NORTH

CONSTRUCT

DOMOPS STORAGE

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\170859\600 Drawings\C\170859_cDEMO_C000.dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

C000170859

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

8/11/20 FINAL SUBMITTAL

NATIONAL GUARD

FMKM 169006

5/10/23 FOR BID

SITE REMOVALS &

EROSION CONTROL PLAN

PAB

DRP

WARNING

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6" PVC

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10" PVC

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15" CMP

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8" PVC

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8" PVC

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8" PVC

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8" PVC

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2" MDPE (APPROXIMATE LOCATION)

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10" D.I. (APPROX LOCATION FROM CITY GIS)

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10" D.I. (APPROX LOCATION FROM CITY GIS)

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(APPROXIMATE LOCATION OF FORCE MAIN)

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(APPROXIMATE LOCATION OF FORCE MAIN)

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(APPROXIMATE LOCATION OF FORCE MAIN)

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8" PVC

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8" PVC

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8" PVC

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8" PVC

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10" D.I. (APPROX LOCATION FROM CITY GIS)

AutoCAD SHX Text SANITARY MANHOLE RIM=1402.81 IE IN=1391.46 (W) IE IN=1390.58 (N) IE IN=1390.56 (NE) IE OUT=1390.52 (SW)

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SANITARY MANHOLE RIM=1402.06 IE IN=1391.86 (W) IE OUT=1391.86 (E)

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INV=1395.28

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INV=1394.70

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INV=1391.92

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INV=1392.24

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12" CMP

AutoCAD SHX Text SANITARY MANHOLE RIM=1405.23 IE IN=1394.46 (NW) IE IN=1393.10 (NE) IE OUT=1393.03 (SW)

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SANITARY MANHOLE FILLED WITH WATER

AutoCAD SHX Text SANITARY MANHOLE RIM=1399.72 IE IN=1393.72 (NNE) IE IN=1394.60 (SE) IE OUT=1393.67 (SW)

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INV=1393.12

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INV=1389.73

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INV=1393.12

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ELECTRIC

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WV

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DATE:

AutoCAD SHX Text

REG. NO.:

AutoCAD SHX Text I HEREBY CERTIFY that this plan, specifica-

AutoCAD SHX Text tion or report was prepared by me or under

AutoCAD SHX Text my direct supervision and that I am a duly

AutoCAD SHX Text Licensed Professional Engineer under the

AutoCAD SHX Text laws of the State of Minnesota.

AutoCAD SHX Text

SIGNATURE:

AutoCAD SHX Text

TYPED OR PRINTED NAME:

AutoCAD SHX Text

DANIEL G. SHAW

AutoCAD SHX Text 5/10/23

AutoCAD SHX Text 41423

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REMOVE (2) TREES

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REMOVE (2) TREES

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REMOVE (3) TREES

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BIOROLL DITCH CHECKS 50' O.C. TYP

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SILT FENCE ON DOWNHILL SLOPE OF ALL CONSTRUCTION ACTIVITIES

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SILT FENCE AROUND BASIN BOTTOM.

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SILT FENCE AROUND BASIN BOTTOM.

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INLET PROTECTION ONCE STRUCTURE IS INSTALLED

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INLET PROTECTION

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CULVERT INLET PROTECTION

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STABILIZED CONSTRUCTION ENTRANCE

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STABILIZED CONSTRUCTION ENTRANCE

AutoCAD SHX Text LOCATION OF UNDERGROUND UTILITIES TO BE VERIFIED BY CONTRACTOR. CALL BEFORE DIGGING. GOPHER STATE ONE CALL 1-800-252-1166 REQUIRED BY LAW

AutoCAD SHX Text

NOTE: A BASE DIGGING PERMIT IS REQUIRED CONTACT BASE CIVIL ENGINEERING 788-7292

AutoCAD SHX Text NOTES: 1. REMOVE ANY DEAD TREES FROM WITHIN THE CONSTRUCTION AREA. REMOVE ANY DEAD TREES FROM WITHIN THE CONSTRUCTION AREA. 2. INSTALL ALL EROSION PREVENTION AND SEDIMENT CONTROL DEVICES BEFORE LAND DISTURBING ACTIVITIES TAKE INSTALL ALL EROSION PREVENTION AND SEDIMENT CONTROL DEVICES BEFORE LAND DISTURBING ACTIVITIES TAKE PLACE AND AS STORMWATER CONVEYANCE SYSTEMS ARE BROUGHT ON-LINE. 3. PLACE SILT FENCE OR BIOROLL AROUND ALL STOCKPILES NOT IN ACTIVE USE. PLACE SILT FENCE OR BIOROLL AROUND ALL STOCKPILES NOT IN ACTIVE USE. 4. CONTRACTOR SHALL DESIGNATE AND PROVIDE A SPILL-PROOF FUELING AREA FOR TRUCKS AND EQUIPMENT. CONTRACTOR SHALL DESIGNATE AND PROVIDE A SPILL-PROOF FUELING AREA FOR TRUCKS AND EQUIPMENT. 5. CONTRACTOR SHALL DESIGNATE AND PROVIDE A CONCRETE WASHOUT AREA. CONTRACTOR SHALL DESIGNATE AND PROVIDE A CONCRETE WASHOUT AREA. 6. DO NOT ALLOW ANY SEDIMENT TO ENTER THE STORMWATER BASINS UNTIL FINAL STABILIZATION HAS BEEN REACHED. DO NOT ALLOW ANY SEDIMENT TO ENTER THE STORMWATER BASINS UNTIL FINAL STABILIZATION HAS BEEN REACHED. 7. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION DEWATERING. USE OF SILT BAGS OR A TEMPORARY CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION DEWATERING. USE OF SILT BAGS OR A TEMPORARY SEDIMENTATION BASIN IS REQUIRED. NO SEDIMENT LADEN WATER MAY LEAVE THE SITE. 8. MNANG IS RESPONSIBLE FOR REMOVAL OF EXISTING SHIPPING CONTAINERS TRAINING STRUCTURE, MATERIALS, AND MNANG IS RESPONSIBLE FOR REMOVAL OF EXISTING SHIPPING CONTAINERS TRAINING STRUCTURE, MATERIALS, AND SUPPLIES WITHIN THE CONSTRUCTION AREA. 9. REFER TO SWPPP NARRATIVE AND PERMIT DOCUMENTS FOR FURTHER EROSION PREVENTION AND SEDIMENT CONTROL REFER TO SWPPP NARRATIVE AND PERMIT DOCUMENTS FOR FURTHER EROSION PREVENTION AND SEDIMENT CONTROL REQUIREMENTS.

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CONSTRUCTION LIMITS

NO DATE REVISION

DRAWING TITLE:

PROJECT NAME:

DRAWN BY:

CHECKED BY:

FILE:

DRAWING NO:

PROJ. NO:

..\170859\600 Drawings\C\170859_cDEMO_C000.dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

C001170859

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

8/11/20 FINAL SUBMITTAL

NATIONAL GUARD

FMKM 169006

5/10/23 FOR BID

SITE REMOVALS &

EROSION CONTROL PLAN

PAB

DRP

NOTE,

PREPARE AND INCLUDE A FUELING OPERATION PLAN AND EMERGENCY SPILL PLAN WITH THE SWPPP AS REQUIRED BY

THIS PART.

NAME:

STORM WATER POLLUTION PREVENTION PLAN (SWPPP) NARRATIVE

AutoCAD SHX Text

DATE:

AutoCAD SHX Text

REG. NO.:

AutoCAD SHX Text I HEREBY CERTIFY that this plan, specifica-

AutoCAD SHX Text tion or report was prepared by me or under

AutoCAD SHX Text my direct supervision and that I am a duly

AutoCAD SHX Text Licensed Professional Engineer under the

AutoCAD SHX Text laws of the State of Minnesota.

AutoCAD SHX Text

SIGNATURE:

AutoCAD SHX Text

TYPED OR PRINTED NAME:

AutoCAD SHX Text

DANIEL G. SHAW

AutoCAD SHX Text 5/10/23

AutoCAD SHX Text 41423

1. GENERAL GENERAL THE MINNESOTA POLLUTION CONTROL AGENCY (MPCA) REGULATES STORMWATER DISCHARGES ASSOCIATED WITH CONSTRUCTION ACTIVITY DISTURBING LAND EQUAL TO OR GREATER THAN ONE ACRE THROUGH A GENERAL PERMIT (PERMIT NO. MN R100001) AUTHORIZING THE DISCHARGE OF STORMWATER ASSOCIATED WITH CONSTRUCTION ACTIVITY TO WATERS OF THE STATE IN COMPLIANCE WITH THE CLEAN WATER ACT AND THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM/STATE DISPOSAL SYSTEM (NPDES/SDS) PROGRAM. THE GENERAL PERMIT (PERMIT) REQUIRES THE DEVELOPMENT AND IMPLEMENTATION OF A STORM WATER POLLUTION PREVENTION PLAN (SWPPP). THE SWPPP IS A COMBINATION OF NARRATIVE, PLANS SHEETS, AND STANDARD DETAIL SHEETS THAT ADDRESS THE FORESEEABLE CONDITIONS AT ANY STAGE IN THE CONSTRUCTION OR POST-CONSTRUCTION ACTIVITIES. 2. ADMINISTRATIVE REQUIREMENTS ADMINISTRATIVE REQUIREMENTS A. RESPONSIBLE PARTIES: THE OWNER AND GENERAL CONTRACTOR (CONTRACTOR) ARE CO-PERMITTEES OF RESPONSIBLE PARTIES: THE OWNER AND GENERAL CONTRACTOR (CONTRACTOR) ARE CO-PERMITTEES OF : THE OWNER AND GENERAL CONTRACTOR (CONTRACTOR) ARE CO-PERMITTEES OF THE PERMIT AND ARE JOINTLY RESPONSIBLE FOR COMPLIANCE WITH TERMS AND CONDITIONS OF THE PERMIT. OBTAIN A COPY OF THE PERMIT AND COMPLY WITH PARTS II.B, II.C, III.B-F, IV, V, AND APPLICABLE CONSTRUCTION ACTIVITY REQUIREMENTS FOUND IN APPENDIX A, PART C OF THE PERMIT. VERIFY THAT PERMIT REQUIREMENTS ARE SATISFIED AND COMPLETE THE BLANKS ON THIS SWPPP SHEET. B. PERMIT APPLICATION: THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE PERMIT APPLICATION PERMIT APPLICATION: THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE PERMIT APPLICATION : THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING THE PERMIT APPLICATION ON-LINE AND PAYING THE APPLICATION FEE. OWNER AND CONTRACTOR MUST BOTH MUST SIGN THE APPLICATION. OBTAIN A COPY OF THE PERMIT AND APPLY ON-LINE AT THE MPCA CONSTRUCTION STORM WATER WEBSITE: http://www.pca.state.mn.us/water/stormwater/stormwater-c.html. http://www.pca.state.mn.us/water/stormwater/stormwater-c.html. . C. PERMIT COVERAGE: PERMIT COVERAGE TYPICALLY BECOMES EFFECTIVE SEVEN (7) CALENDAR DAYS AFTER PERMIT COVERAGE: PERMIT COVERAGE TYPICALLY BECOMES EFFECTIVE SEVEN (7) CALENDAR DAYS AFTER : PERMIT COVERAGE TYPICALLY BECOMES EFFECTIVE SEVEN (7) CALENDAR DAYS AFTER THE ELECTRONIC SUBMITTAL DATE. DO NOT BEGIN LAND DISTURBING CONSTRUCTION ACTIVITIES UNTIL PERMIT COVERAGE IS EFFECTIVE. THE START OF ANY LAND DISTURBING ACTIVITIES SIGNIFIES THAT THE CONTRACTOR IS ASSUMING RESPONSIBILITY FOR PERMIT COVERAGE AND HAS COMPLIED WITH PERMIT REQUIREMENTS. D. NOTIFICATION OF COVERAGE: THE CONTRACTOR WILL RECEIVE A NOTIFICATION OF COVERAGE FROM THE NOTIFICATION OF COVERAGE: THE CONTRACTOR WILL RECEIVE A NOTIFICATION OF COVERAGE FROM THE : THE CONTRACTOR WILL RECEIVE A NOTIFICATION OF COVERAGE FROM THE MPCA (E.G., VIA EMAIL, ONLINE NOTIFICATION, OR LETTER). KEEP OR POST A COPY OF THE NOTIFICATION OF COVERAGE WITH THE SWPPP AT THE PROJECT SITE. PROVIDE COPIES TO THE OWNER AND ENGINEER. E. CHANGE OF COVERAGE FOR NEW OWNER OR NEW OPERATOR (CONTRACTOR): FOR A NEW OWNER OR CHANGE OF COVERAGE FOR NEW OWNER OR NEW OPERATOR (CONTRACTOR): FOR A NEW OWNER OR : FOR A NEW OWNER OR OPERATOR, THE CURRENT OWNER, AND NEW OWNER OR OPERATOR, MUST SUBMIT A PERMIT MODIFICATION FORM PRIOR TO THE NEW OWNER OR OPERATOR COMMENCING CONSTRUCTION ACTIVITY. CONTACT THE MPCA AT 800-657-3864 FOR THIS FORM. THE CURRENT OWNER MUST ALSO SUBMIT A NOTICE OF TERMINATION (NOT) FORM AS NOTED BELOW WHEN THE OWNERSHIP OF THE PROPERTY CHANGES, AS NOTED BELOW. F. TERMINATION OF COVERAGE: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND TERMINATION OF COVERAGE: THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND : THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE OWNER AND TERMINATING PERMIT COVERAGE BY COMPLETING AND SUBMITTING A NOTICE OF TERMINATION (NOT) FORM TO THE MPCA. A NOTICE OF TERMINATION MUST BE SUBMITTED WITHIN 30 DAYS AFTER FINAL STABILIZATION HAS BEEN ESTABLISHED FOR THE SITE AND CONSTRUCTION ACTIVITY IS COMPLETE, OR WHEN THE OWNER OR OPERATOR CHANGES. COMPLIANCE WITH PERMIT REQUIREMENTS IS REQUIRED UNTIL SUBMISSION OF A NOTICE OF TERMINATION. G. RECORD RETENTION: THE CONTRACTOR SHALL KEEP A COPY OF THE SWPPP, INCLUDING ALL CHANGES TO RECORD RETENTION: THE CONTRACTOR SHALL KEEP A COPY OF THE SWPPP, INCLUDING ALL CHANGES TO : THE CONTRACTOR SHALL KEEP A COPY OF THE SWPPP, INCLUDING ALL CHANGES TO IT, AND INSPECTIONS AND MAINTENANCE RECORDS ON SITE DURING CONSTRUCTION. THIS DOCUMENTATION MUST BE KEPT ON FILE FOR 3 YEARS AFTER SUBMITTAL OF THE NOTICE OF TERMINATION. COORDINATE TRANSFER OF THIS DOCUMENTATION TO THE OWNER AT PROJECT COMPLETION. H. CHANGES (AMENDMENTS) TO SWPPP: UPDATE AND DOCUMENT CHANGES TO THE SWPPP AS NECESSARY CHANGES (AMENDMENTS) TO SWPPP: UPDATE AND DOCUMENT CHANGES TO THE SWPPP AS NECESSARY : UPDATE AND DOCUMENT CHANGES TO THE SWPPP AS NECESSARY DURING CONSTRUCTION, AND AS REQUIRED BY THE PERMIT ACCORDING TO PART III.B OF THE PERMIT. 3. CONSTRUCTION ACTIVITY REQUIREMENTS CONSTRUCTION ACTIVITY REQUIREMENTS A. GENERAL: COMPLY WITH PART IV.A OF THE PERMIT TO IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF GENERAL: COMPLY WITH PART IV.A OF THE PERMIT TO IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF : COMPLY WITH PART IV.A OF THE PERMIT TO IMPLEMENT THE SWPPP AND THE REQUIREMENTS OF THE PERMIT. THE BEST MANAGEMENT PRACTICES (BMPS) IDENTIFIED IN THE SWPPP AND PERMIT MUST BE SELECTED, INSTALLED, AND MAINTAINED IN AN APPROPRIATE AND FUNCTIONAL MANNER IN ACCORDANCE WITH THE CONSTRUCTION DOCUMENTS, MANUFACTURER RECOMMENDATIONS, AND ACCEPTED ENGINEERING PRACTICES. B. EROSION PREVENTION PRACTICES: PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES TO SATISFY PART EROSION PREVENTION PRACTICES: PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES TO SATISFY PART : PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES TO SATISFY PART IV.B OF THE PERMIT. STABILIZE EXPOSED SOIL AREAS AS SOON AS POSSIBLE, BUT IN NO CASE LATER THAN 7 DAYS AFTER CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. AMEND SWPPP BY INDICATING THE LOCATION OF AREAS WHERE CONSTRUCTION WILL BE PHASED TO MINIMIZE DURATION OF EXPOSED SOIL AREAS. C. SEDIMENT CONTROL PRACTICES: PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES THAT MINIMIZE SEDIMENT CONTROL PRACTICES: PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES THAT MINIMIZE : PLAN FOR AND IMPLEMENT CONSTRUCTION PRACTICES THAT MINIMIZE SEDIMENT FROM ENTERING SURFACE WATERS, INCLUDING BUT NOT LIMITED TO STORM SEWER INLETS TO SATISFY PART IV.C OF THE PERMIT. D. DEWATERING AND BASIN DRAINING: COMPLY WITH PART IV.D OF THE PERMIT. ENSURE THAT ALL WATER DEWATERING AND BASIN DRAINING: COMPLY WITH PART IV.D OF THE PERMIT. ENSURE THAT ALL WATER : COMPLY WITH PART IV.D OF THE PERMIT. ENSURE THAT ALL WATER FROM DEWATERING OR BASIN DRAINING ACTIVITIES IS DISCHARGED IN A MANNER THAT DOES NOT CAUSE NUISANCE CONDITIONS, EROSION IN RECEIVING CHANNELS OR DOWNSLOPE PROPERTIES, OR INUNDATION IN WETLANDS CAUSING SIGNIFICANT ADVERSE IMPACTS TO THE WETLANDS. ANY TURBID OR SEDIMENT LADEN DISCHARGE WATER MUST BE ADEQUATELY TREATED BY DISCHARGING TO A SEDIMENTATION BASIN WHENEVER FEASIBLE, OR TREATED WITH APPROPRIATE BMPS IF THE WATER CANNOT BE DISCHARGED TO A SEDIMENT BASIN. THE CONTRACTOR MUST VISUALLY CHECK THE TREATED STORMWATER PRIOR TO DISCHARGING TO RECEIVING WATERS TO ENSURE ADEQUATE TREATMENT IS BEING MET AND THAT THE DISCHARGE POINTS ARE ADEQUATELY PROTECTED FROM EROSION AND SCOUR. BACKWASH WATER FROM FILTRATION MUST BE INCORPORATED INTO THE SITE IN A NON-EROSIVE MANNER, OR DISCHARGED TO THE SANITARY SEWER WITH PERMISSION FROM THE SANITARY SEWER AUTHORITY. E. INSPECTIONS AND MAINTENANCE: COMPLY WITH PART IV.E OF THE PERMIT. INSPECTIONS AND MAINTENANCE: COMPLY WITH PART IV.E OF THE PERMIT. : COMPLY WITH PART IV.E OF THE PERMIT. F. POLLUTION PREVENTION MANAGEMENT MEASURES: COMPLY WITH PART IV.F OF THE PERMIT. NOTE, POLLUTION PREVENTION MANAGEMENT MEASURES: COMPLY WITH PART IV.F OF THE PERMIT. NOTE, : COMPLY WITH PART IV.F OF THE PERMIT. NOTE, AMEND SWPPP BY INDICATING THE LOCATION OF POTENTIAL POLLUTANT GENERATING ACTIVITIES ON SITE MAPS. G. FINAL STABILIZATION: ESTABLISH FINAL STABILIZATION FOR THE SITE AS DESCRIBED IN PART IV.G OF THE FINAL STABILIZATION: ESTABLISH FINAL STABILIZATION FOR THE SITE AS DESCRIBED IN PART IV.G OF THE : ESTABLISH FINAL STABILIZATION FOR THE SITE AS DESCRIBED IN PART IV.G OF THE PERMIT. SPECIFIC CONDITIONS REQUIRED FOR FINAL STABILIZATION INCLUDE: 1) SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND SOILS ARE STABILIZED BY A SOIL DISTURBING ACTIVITIES AT THE SITE HAVE BEEN COMPLETED AND SOILS ARE STABILIZED BY A UNIFORM PERENNIAL VEGETATIVE COVER WITH A DENSITY OF 70% OVER THE ENTIRE PERVIOUS SURFACE AREA, OR OTHER EQUIVALENT MEANS NECESSARY TO PREVENT SOIL FAILURE UNDER EROSIVE CONDITIONS. 2) PERMANENT STORMWATER MANAGEMENT SYSTEMS ARE OPERATIONAL AND SEDIMENT IS REMOVED FROM PERMANENT STORMWATER MANAGEMENT SYSTEMS ARE OPERATIONAL AND SEDIMENT IS REMOVED FROM TEMPORARY AND PERMANENT SEDIMENTATION BASINS AND CONVEYANCE SYSTEMS, AND DITCHES ARE STABILIZED WITH FINAL COVER. 3) ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS ARE ALL TEMPORARY SYNTHETIC AND STRUCTURAL EROSION PREVENTION AND SEDIMENT CONTROL BMPS ARE REMOVED. BMPS DESIGNED TO DECOMPOSE MAY BE LEFT IN PLACE. 4. SWPPP RESPONSIBILITIES (THE OWNER IS RESPONSIBLE FOR PREPARING AND AMENDING THE SWPPP). SWPPP RESPONSIBILITIES (THE OWNER IS RESPONSIBLE FOR PREPARING AND AMENDING THE SWPPP). A. ON BEHALF OF THE OWNER, THE FOLLOWING PERSON PREPARED THE SWPPP AND IS TRAINED IN SWPPP ON BEHALF OF THE OWNER, THE FOLLOWING PERSON PREPARED THE SWPPP AND IS TRAINED IN SWPPP DESIGN: NAME: DAVID POLSON, CIVIL ENGINEER / LHB, INC. DAVID POLSON, CIVIL ENGINEER / LHB, INC. TRAINING DATE/INSTRUCTOR/ENTITY: CERTIFICATION 5/27/21 (EXPIRES5/27/24)/ONLINE/STORMWATERONE) TRAINING CONTENT/HOURS: QUALIFIED PREPARER OF SWPPP / 11.5 HOURS QUALIFIED PREPARER OF SWPPP / 11.5 HOURS B. ON BEHALF OF THE OWNER, THE CONTRACTOR WILL OVERSEE SWPPP IMPLEMENTATION, REVISE AND AMEND ON BEHALF OF THE OWNER, THE CONTRACTOR WILL OVERSEE SWPPP IMPLEMENTATION, REVISE AND AMEND THE SWPPP, PERFORM INSPECTIONS, AND SUPERVISE THE INSTALLATION, MAINTENANCE AND REPAIR OF BMPS BEFORE AND DURING CONSTRUCTION. THE FOLLOWING CONTRACTOR REPRESENTATIVE IS TRAINED TO PERFORM THESE DUTIES AND WILL ASSUME THESE RESPONSIBILITIES: ____________________________________________________ TRAINING DATE/INSTRUCTOR: ____________________________________________________ TRAINING CONTENT/HOURS: ____________________________________________________ C. THE OWNER IS RESPONSIBLE FOR THE LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT THE OWNER IS RESPONSIBLE FOR THE LONG-TERM OPERATION AND MAINTENANCE OF THE PERMANENT STORMWATER MANAGEMENT SYSTEM. THE FOLLOWING PERSON IS DESIGNATED TO PERFORM THESE DUTIES: NAME/TITLE: ______________________________________________________________________ D. CHAIN OF RESPONSIBILITY: THE GENERAL CONTRACTOR IS IN CHARGE OF ALL SWPPP IMPLEMENTATION ON CHAIN OF RESPONSIBILITY: THE GENERAL CONTRACTOR IS IN CHARGE OF ALL SWPPP IMPLEMENTATION ON : THE GENERAL CONTRACTOR IS IN CHARGE OF ALL SWPPP IMPLEMENTATION ON THE CONSTRUCTION SITE AND IS ACCOUNTABLE FOR SUBCONTRACTORS AND OTHER CONTRACTORS WORKING ON SITE AND THEIR COMPLIANCE WITH GENERAL STORMWATER PERMIT AND SWPPP REQUIREMENTS. NOTIFY THE OWNER OF ANY AMENDMENT NEEDED TO THE SWPPP. 5. REGULATORY AGENCIES AND PERMITS REGULATORY AGENCIES AND PERMITS A. COMPLY WITH REQUIREMENTS OF ALL REGULATORY AGENCIES AND PERMITS HAVING JURISDICTION DURING COMPLY WITH REQUIREMENTS OF ALL REGULATORY AGENCIES AND PERMITS HAVING JURISDICTION DURING CONSTRUCTION ACTIVITIES. THE FOLLOWING ADDITIONAL REGULATORS AND PERMITS ARE KNOWN TO HAVE SITE JURISDICTION: 1) N/A N/A 6. DESCRIPTION OF THE CONSTRUCTION ACTIVITY / SWPPP COMPONENTS DESCRIPTION OF THE CONSTRUCTION ACTIVITY / SWPPP COMPONENTS A. NARRATIVE: NARRATIVE: : 1) PROJECT SUMMARY: THE PROJECT INVOLVES THE CLEARING OF A STORAGE YARD AND CONSTRUCTION PROJECT SUMMARY: THE PROJECT INVOLVES THE CLEARING OF A STORAGE YARD AND CONSTRUCTION OF A NEW FACILITY, PARKING, AND STORMWATER MANAGEMENT FEATURES SPECIFIC WORK INCLUDES: a. STORAGE BUILDING CONSTRUCTION. STORAGE BUILDING CONSTRUCTION. b. PARKING/DRIVING/LAYDOWN AREA PAVING. PARKING/DRIVING/LAYDOWN AREA PAVING. c. SITE GRADING. SITE GRADING. d. STORMWATER BASINS, STORM SEWER, AND SWALE CONSTRUCTION. STORMWATER BASINS, STORM SEWER, AND SWALE CONSTRUCTION. e. SITE ELECTRICAL AND FIBER OPTIC UTILITY CONSTRUCTION SITE ELECTRICAL AND FIBER OPTIC UTILITY CONSTRUCTION f. SANITARY SEWER SERVICE CONNECTION. SANITARY SEWER SERVICE CONNECTION. g. WATERLINE RELOCATION. WATERLINE RELOCATION. 2) TIMING FOR INSTALLATION OF EROSION & SEDIMENTATION BMPS AND PERMANENT STORMWATER TIMING FOR INSTALLATION OF EROSION & SEDIMENTATION BMPS AND PERMANENT STORMWATER MANAGEMENT SYSTEMS, IN GENERAL SEQUENTIAL ORDER FROM FIRST TO LAST: a. INLET PROTECTION FOR EXISTING INLETS / SILT FENCE / DELINATION AREAS NOT TO BE INLET PROTECTION FOR EXISTING INLETS / SILT FENCE / DELINATION AREAS NOT TO BE DISTURBED / ROCK CONSTRUCTION ENTRANCE / TEMPORARY SEDIMENTATION BASIN: PROVIDE PROVIDE PRIOR TO CONSTRUCTION; MAINTAIN DURING CONSTRUCTION. . b. SILT FENCE AROUND STOCKPILES: DURING CONSTRUCTION. SILT FENCE AROUND STOCKPILES: DURING CONSTRUCTION. DURING CONSTRUCTION. c. PORTABLE SEDIMENT CONTAINMENT SYSTEMS FOR TREATING WATER FROM DEWATERING OPERATIONS : PORTABLE SEDIMENT CONTAINMENT SYSTEMS FOR TREATING WATER FROM DEWATERING OPERATIONS : PROVIDE DURING CONSTRUCTION. . d. INLET PROTECTION FOR NEW INLETS: AS CONSTRUCTED. INLET PROTECTION FOR NEW INLETS: AS CONSTRUCTED. AS CONSTRUCTED. e. HARD SURFACING (E.G., BUILDING ROOFS, PAVEMENTS) HARD SURFACING (E.G., BUILDING ROOFS, PAVEMENTS) f. VEGETATIVE COVER / EROSION CONTROL BLANKETS: AFTER FINAL TOPSOIL PLACEMENT AND FINISH VEGETATIVE COVER / EROSION CONTROL BLANKETS: AFTER FINAL TOPSOIL PLACEMENT AND FINISH AFTER FINAL TOPSOIL PLACEMENT AND FINISH GRADING. . g. REMOVAL OF TEMPORARY BMPS: AFTER FINAL STABILIZATION IS ESTABLISHED. REMOVAL OF TEMPORARY BMPS: AFTER FINAL STABILIZATION IS ESTABLISHED. AFTER FINAL STABILIZATION IS ESTABLISHED. 3) IMPERVIOUS SURFACE AREAS / WATER QUALITY VOLUME: a. PRE-CONSTRUCTION IMPERVIOUS: 0.95 ACRES PRE-CONSTRUCTION IMPERVIOUS: 0.95 ACRES 0.95 ACRES b. POST CONSTRUCTION IMPERVIOUS: 1.23 ACRES POST CONSTRUCTION IMPERVIOUS: 1.23 ACRES 1.23 ACRES c. NET NEW IMPERVIOUS: 0.28 ACRES NET NEW IMPERVIOUS: 0.28 ACRES 0.28 ACRES d. WATER QUALITY VOLUME: 1,016 CUBIC FEET WATER QUALITY VOLUME: 1,016 CUBIC FEET 1,016 CUBIC FEET e. REASON WATER QUALITY VOLUME CANNOT BE INFILTRATED (PER PART III.D.1.j): N/A REASON WATER QUALITY VOLUME CANNOT BE INFILTRATED (PER PART III.D.1.j): N/A N/A f. ACTUAL WATER QUALITY VOLUME RETAINED ON-SITE: 1,016 CUBIC FEET ACTUAL WATER QUALITY VOLUME RETAINED ON-SITE: 1,016 CUBIC FEET 1,016 CUBIC FEET g. METHOD OF RETENTION: INFILTRATION METHOD OF RETENTION: INFILTRATION h. REMAINDER OF WATER QUALITY VOLUME AND ALTERNATIVE TREATMENT METHOD: N/A REMAINDER OF WATER QUALITY VOLUME AND ALTERNATIVE TREATMENT METHOD: N/A N/A 4) CHEMICAL TREATMENT SYSTEMS FOR ENHANCING THE ON-SITE SEDIMENTATION PROCESS AND HOW COMPLIANCE WILL BE ACHIEVED PER PART IV.C.10 OF THE PERMIT: N/A N/A 5) DOCUMENTATION OF INFEASIBILITY FOR OBTAINING RIGHT-OF-WAY FOR PERMANENT STORMWATER DOCUMENTATION OF INFEASIBILITY FOR OBTAINING RIGHT-OF-WAY FOR PERMANENT STORMWATER MANAGEMENT SYSTEMS: N/A N/A 6) STORMWATER POLLUTION MITIGATION MEASURES IDENTIFIED IN ENVIRONMENTAL REVIEW OR OTHER STORMWATER POLLUTION MITIGATION MEASURES IDENTIFIED IN ENVIRONMENTAL REVIEW OR OTHER REQUIRED REVIEW: N/A N/A 7) MEASURES TO ASSURE COMPLIANCE WITH SURFACE AND GROUNDWATER STANDARDS IN KARST AREAS: MEASURES TO ASSURE COMPLIANCE WITH SURFACE AND GROUNDWATER STANDARDS IN KARST AREAS: N/A B. PLAN SHEETS: PLAN SHEETS: : 1) SWPPP: THIS SHEET, INCLUDING DOCUMENTATION DESCRIBED AND REFERENCED HEREIN. SWPPP: THIS SHEET, INCLUDING DOCUMENTATION DESCRIBED AND REFERENCED HEREIN. 2) TEMPORARY BMPS / QUANTITIES / LOCATIONS OF AREAS NOT TO BE DISTURBED / SOIL TYPES: SEE TEMPORARY BMPS / QUANTITIES / LOCATIONS OF AREAS NOT TO BE DISTURBED / SOIL TYPES: SEE SHEET C000, BORING LOGS 3) PERMANENT BMPS: SEE SHEETS C300, C401 PERMANENT BMPS: SEE SHEETS C300, C401 SEE SHEETS C300, C401 4) EXISTING GRADES, DRAINAGE PATTERNS, AREAS OF STEEP SLOPES: SEE SHEET C000 EXISTING GRADES, DRAINAGE PATTERNS, AREAS OF STEEP SLOPES: SEE SHEET C000 SEE SHEET C000 5) FINAL GRADES, DRAINAGE PATTERNS, AREAS OF STEEP SLOPES: SEE SHEET C300 FINAL GRADES, DRAINAGE PATTERNS, AREAS OF STEEP SLOPES: SEE SHEET C300 SEE SHEET C300 6) IMPERVIOUS SURFACING / METHODS OF FINAL STABILIZATION: SEE SHEETS C200, C402 IMPERVIOUS SURFACING / METHODS OF FINAL STABILIZATION: SEE SHEETS C200, C402 SEE SHEETS C200, C402 7) IDENTIFICATION OF SURFACE WATERS AND WETLANDS WITHIN 1 MILE OF SITE THAT RECEIVE RUNOFF IDENTIFICATION OF SURFACE WATERS AND WETLANDS WITHIN 1 MILE OF SITE THAT RECEIVE RUNOFF FROM SITE: SEE SHEETS C000, C300 (MILLER CREEK) C000, C300 (MILLER CREEK) (MILLER CREEK) 8) FOR THE ABOVE SURFACE WATERS, IDENTIFICATION OF SPECIAL OR IMPAIRED WATERS, INCLUDING FOR THE ABOVE SURFACE WATERS, IDENTIFICATION OF SPECIAL OR IMPAIRED WATERS, INCLUDING ENVIRONMENTAL PROTECTION AGENCY (EPA) APPROVED TOTAL MAXIMUM DAILY LOAD (TMDL) AND WASTE LOAD ALLOCATION (WLA) FOR POLLUTANTS OR STRESSORS IDENTIFIED IN APPENDIX A, PART B.10 OF THE PERMIT: N/A N/A 9) FOR THE ABOVE SPECIAL OR IMPAIRED WATERS, DOCUMENTATION OF BMPS USED TO ADDRESS TMDL OR FOR THE ABOVE SPECIAL OR IMPAIRED WATERS, DOCUMENTATION OF BMPS USED TO ADDRESS TMDL OR WLA REQUIREMENTS TO COMPLY WITH APPENDIX A OF THE PERMIT: N/A N/A 10) CONSTRUCTION AREAS THAT ARE ADJACENT TO AND DRAIN TO MINNESOTA DEPARTMENT OF NATURAL CONSTRUCTION AREAS THAT ARE ADJACENT TO AND DRAIN TO MINNESOTA DEPARTMENT OF NATURAL RESOURCES (MDNR) PUBLIC WATERS PROMULGATED AS "WORK IN WATER RESTRICTIONS" DURING SPECIFIED FISH SPAWNING TIMES: N/A N/A 11) TOPSOIL PRESERVATION AREAS: N/A TOPSOIL PRESERVATION AREAS: N/A N/A 12) INFILTRATION AREAS TO BE PROTECTED FROM EXCESSIVE SOIL COMPACTION AND SEDIMENTATION / INFILTRATION AREAS TO BE PROTECTED FROM EXCESSIVE SOIL COMPACTION AND SEDIMENTATION / METHODS OF PROTECTION: SEE SHEET C000 SEE SHEET C000 13) STANDARD DETAIL SHEETS: C400-C406 STANDARD DETAIL SHEETS: C400-C406 C400-C406 C. MAINTENANCE PLAN: N/A MAINTENANCE PLAN: N/A : N/A N/A 7. STANDARDS SPECIFICATIONS FOR CONSTRUCTION: STANDARDS SPECIFICATIONS FOR CONSTRUCTION: UNLESS OTHERWISE NOTED IN CONTRACT DOCUMENTS, ALL MATERIAL AND CONSTRUCTION REQUIREMENTS FOR TEMPORARY SEDIMENT CONTROL AND EROSION PREVENTION SHALL BE IN ACCORDANCE WITH THE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION, CURRENT EDITION.

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..\170859\600 Drawings\C\170859_cSURF_C100.dwg

21 W. Superior St., Ste. 500 | Duluth, MN 55802 | 218.727.8446

COPYRIGHT 2023 BY LHB, INC. ALL RIGHTS RESERVED.

C100170859

MINNESOTA AIR

148TH FIGHTER WING

CLIENT:

NO DATE ISSUED FOR

THIS SQUARE APPEARS 1/2" x 1/2" ON

FULL SIZE SHEETS.

8/11/20 FINAL SUBMITTAL

NATIONAL GUARD

FMKM 169006

5/10/23 FOR BID

SITE LAYOUT &

SURFACING PLAN

PAB

DRP

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ELECTRIC

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WV

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PROPOSED DOMOPS BUILDING F.F.E.=1399.5

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120' MIN. STANDOFF

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120' MIN. STANDOFF

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SMALL ARMS RANGE BUILDING F.F.E.=1399.5

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STORM BASIN #1

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CONC. APRON

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CONC. APRON

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CONC. APRON

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13' CCSD SETBACK TO PARKING OR ROADS

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24' WIDE ACCESS DRIVE

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4" TOPSOIL & SOD

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SITE SIGN (SEE ARCH) (BID OPTION)

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4" WHITE LINE PAINT (BID OPTION)

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4" THICKNESS ROCK MULCH, EDGING, & FABRIC (SEE SPECS)

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RIPRAP SPILLWAY

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BITUMINOUS CURB BID OPTION

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CLASS I RIPRAP

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CONCRETE WALK

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BIKE RACK (BID OPTION)

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CONSTRUCTION LIMITS

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RIPRAP AT CULVERT OUTLET

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DATE:

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REG. NO.:

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