B08__200631_DRBH_Dwgs_REBID.pdf

N

PROJECT

LOCATION

BUNKHOUSE

DETROIT RIVER INTERNATIONAL

WILDLIFE REFUGE

UNITED STATES DEPARTMENT OF THE INTERIOR

FISH AND WILDLIFE SERVICE

MIDWEST REGION

INFRASTRUCTURE MANAGEMENT DIVISION

5600 AMERICAN BOULEVARD WEST

BLOOMINGTON, MINNESOTA 55437

PROJECT NUMBER:

20-RF-033

LOCATION OR SITE MAP

NO SCALE

SATELLITE SITE MAP

NO SCALE

DRAWING INDEX

PROJECT LOCATION

VISITOR CENTER

REFUGE

REFUGE

VISITOR

CENTER

REFUGE STORAGE FACILITY

REFUGE STORAGE FACILITY

JE

FF

E R

S O

N A

V E

N U

E

N GILBRALTER RD

VREELAND ROAD

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 ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

SIGNATURE:

TYPED OR PRINTED NAME:

DATE: REG. NO:

NATHAN S. WRIEDT

04/15/22

ELECTRICAL ENGINEER:

46305

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 ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

SIGNATURE:

TYPED OR PRINTED NAME:

DATE: REG. NO:

STEWART D. CRAN

02/28/22 21202

MECHANICAL ENGINEER:

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 ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

SIGNATURE:

TYPED OR PRINTED NAME:

DATE: REG. NO:

JENNIFER M. BABCOCK

02/28/22 40768

STRUCTURAL ENGINEER:

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 ENGINEER

UNDER THE LAWS OF THE STATE OF MINNESOTA.

SIGNATURE:

TYPED OR PRINTED NAME:

DATE: REG. NO:

DANIEL J. SHAW

41423

CIVIL ENGINEER:

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:

ELDEN K. LINDAMOOD

11/11/22 47104

ARCHITECT:

11/11/22

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P L O T

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P R O J E C T

L O C A T

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N A M E

WAYNE COUNTY MICHIGAN

20RF033

TDF

DETROIT RIVER INTERNATIONAL WILDLIFE REFUGE

BUNKHOUSE

REVISION DATE DESCRIPTION BY

DESIGNED DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

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PROJECT TITLE SHEET

T D F

11/22G1 DTR361G0.dwg 3R-MI-571-361 1

# SHEET NAME CADD Number

A12 INTERIOR ELEVATIONS DTR399A1.dwg

A13 EXTERIOR DETAILS DTR400A2.dwg

A14 INTERIOR DETAILS DTR401A2.dwg

A15 DOOR & WINDOW/OPENING SCHEDULES DTR402A3.dwg

A16 MATERIALS SCHEDULE DTR403A4.dwg

A17 ROOM FINISH SCHEDULE, NOTES AND

FINISH PLANS

DTR404A4.dwg

A18 INTERIOR FINISH DETAILS AND SIGNAGE DTR405A2.dwg

F1 FIRE PROTECTION SYMBOLS AND

ABBREVIATIONS

DTR406F4.dwg

F2 LEVEL 1 FIRE PROTECTION PLAN DTR407F0.dwg

P1 PLUMBING SYMBOLS AND ABBREVIATIONS DTR408P4.dwg

P2 SANITARY PLANS DTR409P0.dwg

P3 LEVEL 1 DOMESTIC WATER PLAN DTR410P0.dwg

P4 PLUMBING SCHEDULES & DETAILS DTR411P4.dwg

M1 MECHANICAL SYMBOLS AND

ABBREVIATIONS

DTR412M4.dwg

M2 LEVEL 1 HVAC PLAN DTR413M0.dwg

M3 MECHANICAL SCHEDULES & DETAILS DTR414M4.dwg

E1 ELECTRICAL NOTES AND ABBREVIATIONS DTR415E4.dwg

E2 ELECTRICAL SYMBOL LEGEND DTR416E4.dwg

E3 STANDARD INSTALLATION REQUIREMENTS DTR417E4.dwg

E4 ELECTRICAL SITE PLAN DTR418E0.dwg

E5 LEVEL 1 LIGHTING PLAN DTR419E0.dwg

E6 LEVEL 1 POWER PLAN DTR420E0.dwg

E7 ELECTRICAL DETAILS DTR421E2.dwg

E8 ELECTRICAL SCHEDULES DTR422E4.dwg

E9 ELECTRICAL SCHEDULES DTR423E4.dwg

E10 ELECTRICAL DIAGRAMS DTR424E4.dwg

T1 LEVEL 1 TECHNOLOGY PLAN DTR425T0.dwg

T2 TECHNOLOGY SCHEDULES DTR426T4.dwg

# SHEET NAME CADD Number

G1 PROJECT TITLE SHEET DTR361G0.dwg

G2 PROJECT KEY AND NOTES DTR362G4.dwg

G3 CODE SUMMARY DTR363G4.dwg

G4 CODE PLAN DTR364G4.dwg

G5 STANDARD MOUNTING HEIGHTS DTR365G2.dwg

SV1 EXISTING SURVEY (FOR REFERENCE ONLY) DTR366C6.dwg

SV2 EXISTING SURVEY (FOR REFERENCE ONLY) DTR367C6.dwg

SV3 EXISTING SURVEY (FOR REFERENCE ONLY) DTR368C6.dwg

C1 REMOVALS AND EROSION CONTROL PLAN DTR369C0.dwg

C2 UTILITY PLAN DTR670C0.dwg

C3 GRADING AND DRAINAGE PLAN DTR371C0.dwg

C4 LAYOUT AND SURFACING PLAN DTR372C0.dwg

C5 LANDSCAPE PLAN DTR373C0.dwg

C6 CONSTRUCTION DETAILS DTR374C2.dwg

C7 CONSTRUCTION DETAILS DTR375C2.dwg

C8 CONSTRUCTION DETAILS DTR376C2.dwg

C9 CONSTRUCTION DETAILS DTR377C2.dwg

C10 CONSTRUCTION DETAILS DTR378C2.dwg

S1 STRUCTURAL NOTES DTR376S4.dwg

S2 STRUCTURAL NOTES, SCHEDULES &

TYPICAL DETAILS

DTR377S4.dwg

S3 FOUNDATION PLAN DTR378S0.dwg

S4 FRAMING PLAN DTR379S0.dwg

S5 SECTIONS DTR380S2.dwg

S6 SECTIONS DTR381S2.dwg

S7 DETAILS DTR382S2.dwg

S8 DETAILS DTR383S2.dwg

S9 SCHEDULES & TYPICAL DETAILS DTR384S4.dwg

A1 PARTITION TYPES AND DETAILS DTR388A2.dwg

A2 LEVEL 1 FLOOR PLAN DTR389A0.dwg

A3 ROOF PLAN DTR390A0.dwg

A4 LEVEL 1 REFLECTED CEILING PLAN DTR391A0.dwg

A5 EXTERIOR ELEVATIONS DTR392A1.dwg

A6 EXTERIOR ELEVATIONS DTR393A1.dwg

A7 BUILDING SECTIONS DTR394A2.dwg

A8 BUILDING SECTIONS DTR395A2.dwg

A9 WALL SECTIONS DTR396A2.dwg

A10 WALL SECTIONS DTR397A2.dwg

A11 ENLARGED PLANS AND INTERIOR

ELEVATIONS

DTR398A1.dwg

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)

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

GFCI

GL

GLU LAM

GYP

Gage Galvanized Grab Bar General Government Furnished, Contractor Installed

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

WRB

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 Weather Resistive Barrier

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. 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.

G. 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.

H. 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.

I. CONTRACTOR SHALL ARRANGE TO ACCOMMODATE "NOT IN

CONTRACT" WORK. WHEN INFORMATION IS INADEQUATE,

REQUEST FURTHER INSTRUCTIONS BEFORE PROCEEDING.

J. 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.

K. COORDINATE WITH ALL SUBCONTRACTORS, ANY REQUIRED

OPENINGS, INCLUDING THOSE NOT INDICATED IN THE

CONSTRUCTION DOCUMENT.

L. 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.

M. 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.

N. CONTRACTOR SHALL TAKE CARE TO PROTECT NEWLY INSTALLED

MATERIALS.

O. 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.

P. 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.

Q. REFER TO SPECIFICATION SECTION 01 1000 SUMMARY FOR

DESCRIPTION OF BID ADDITIVE ITEMS

S

CFCI Contractor Furnished, Contractor Installed

GYP BD Gypsum Board

GFGI Government Furnished, Government Installed

WI Wrought Iron

F

IN

A L

P L O T

D R A W

IN

G

S T A T U S

P L O T

D A T E

P R O J E C T

L O C A T

IO

N

D W G

N A M E

WAYNE COUNTY MICHIGAN

20RF033

TDF

DETROIT RIVER INTERNATIONAL WILDLIFE REFUGE

BUNKHOUSE

REVISION DATE DESCRIPTION BY

DESIGNED DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

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PROJECT KEY AND NOTES

C h e c k e r

11/22G2 DTR362G4.dwg 3R-MI-571-362 2

CODE ANALYSIS

1. GENERAL INFORMATION

A. PROJECT NAME: Detroit River Intl. Wildlife Refuge - Detroit River Bunkhouse B. PROJECT LOCATION: XXXXX W. Jefferson Avenue

Gibralter, MI 48173

C. GROSS BUILDING SIZE: 2,643 SF

3. USE AND OCCUPANCY CLASSIFICATION (IBC CHAPTER 3)

RESIDENTIAL (SECTION 310)

GROUP R-3: CONGREGATE LIVING FACILITY, NON TRANSIENT, WITH 16 OR FEWER

OCCUPANTS.

6. TYPES OF CONSTRUCTION (IBC CHAPTER 6)

TYPE V-B

BUILDING ELEMENT FIRE RESISTANCE PER TABLE 601

- PRIMARY STRUCTURAL FRAME 0 HR

- EXTERIOR BEARING WALLS 0 HR

- INTERIOR BEARING WALLS 0 HR

- EXTERIOR NON-BEARING WALLS/PARTITIONS PER TABLE 602

- INTERIOR NON-BEARING WALLS/PARTITIONS 0 HR

- FLOOR CONSTRUCTION & SECONDARY MEMBERS 0 HR

- ROOF CONSTRUCTION & SECONDARY MEMBERS 0 HR

ALL EXTERIOR WALLS HAVE GREATER THAN A 30' FIRE SEPARATION DISTANCE, THUS

0 HR

SEE CHAPTER 4, 7, AND 10 FOR ADDITIONAL REQUIREMENTS

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

A. WHERE THERE IS AN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACE,

FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS

OR ANY OTHER WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL

BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING IN THE

CONCEALED SPACE. SUCH IDENTIFICATION SHALL INCLUDE LETTERING NOT LESS THAN 3

INCHES (76 MM) IN HEIGHT WITH A MINIMUM 3/8-INCH (9.5 MM) STROKE IN A CONTRASTING

COLOR INCORPORATING THE SUGGESTED WORDING, "FIRE AND/OR SMOKE BARRIER—

PROTECT ALL OPENINGS," OR OTHER WORDING.

BUILDING ELEMENT FIRE RESISTANCE

A. FIRE WALLS NONE

B. FIRE BARRIERS NONE

C. FIRE PARTITIONS

- CORRIDOR WALLS 0.5 HR (PER 1020.1)

- SLEEPING UNIT SEPARATION WALLS 1 HR (PER 420.2)

D. SMOKE BARRIERS NONE

E. SMOKE PARTITIONS 0 HR

- LAUNDRY ROOM WALLS

F. SHAFT ENCLOSURES NONE

B. FIRE PARTITIONS PER SECTION 708

708.4 CONTINUITY: FIRE PARTITIONS SHALL EXTEND TO THE DECK OR FIRE RESISTANCE

RATED ROOF/CEILING ASSEMBLY ABOVE. IF NOT TO THE SHEATHING ABOVE, THE SPACE

BETWEEN THE CEILING AND SHEATHING SHALL BE FIREBLOCKED OR DRAFTSTOPPED PER

SECTION 718.2 AND 718.3 AT THE PARTITION LINE.

EX 2 - WALLS CAN STOP AT CORRIDOR CEILING IF CEILING IS RATED PER WALLS

718.2 - FIREBLOCK BETWEEN A TOP STORY AND AN ATTIC

718.3 - DRAFTSTOPPING IN FLOORS - N/A

708.6 OPENINGS: PROTECTED PER 716

DOORS TO BE 20 MINUTE MIN. PER TABLE 716.5. TO NFPA 252 OR UL 10C

SMOKE GASKETS PER 716.5.3.1

SELF-CLOSING PER 716.5.9

C. SMOKE PARTITIONS PER SECTION 710

710.4 CONTINUITY: EXTEND TO THE CEILING ABOVE WHERE THE CEILING MEMBRANE IS

CONSTRUCTED TO LIMIT THE TRANSFER OF SMOKE

710.5 DOORS:

DOORS TO HAVE SMOKE GASKETS AND BE SELF-CLOSING BY SMOKE DETECTION

D. FLOOR AND ROOF ASSEMBLIES PER SECTION 711

CEILINGS SHALL BE 1-HOUR (UNLESS SLEEPING ROOM AND CORRIDOR WALLS EXTEND TO

ROOF SHEATHING)

E. CONCEALED SPACES PER 718 (ATTIC)

718.1 GENERAL: DRAFTSTOPPING IN ATTIC SPACES SHALL COMPLY WITH SECTION 718.4

718.4 DRAFTSTOPPING IN ATTICS: DRAFTSTOPPING SHALL BE INSTALLED IN THE LOCATIONS

PRESCRIBED IN 718.4.2 AND 718.4.3. VENTILATION OF CONCEALED ROOF SPACES SHALL BE

MAINTAINED IN ACCORDANCE WITH SECTION 1203.2.

718.4.2 - N/A

718.4.3 - DRAFTSTOPPING SHALL BE INSTALLED SUCH THAT ANY HORIZONTAL AREA

DOES NOT EXCEED 3,000 S.F. - THUS N/A

2. APPLICABLE CODES

A. MICHIGAN STATE BUILDING CODE:

INT'L BUILDING CODE (W/ AMENDMENTS) 2015 EDITION

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

C. INT'L FUEL GAS CODE 2015 EDITION

D. INT'L MECHANICAL CODE 2015 EDITION

E. MICHIGAN PLUMBING CODE 2015 EDITION

F. NATIONAL ELECTRICAL CODE (NEC) 2017 EDITION

G. INT'L ENERGY CONSERVATION CODE 2015 EDITION

ASHRAE STANDARD 90.1 – 2013

5.5 PRESCRIPTIVE BUILDING ENVELOPE OPTION

-OR-

5.6 BUILDING ENVELOPE TRADE-OFF OPTION

-OR-

11.1 ENERGY COST BUDGET METHOD

H. ICC A117.1 BY REFERENCE FOR ACCESSIBILITY

I. ABA ARCHITECTURAL BARRIERS ACT STANDARDS 2015 EDITION

J. NFPA 101, LIFE SAFETY CODE 2021 EDITION

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

A. ALLOWABLE BUILDING HEIGHTS AND AREAS

- ALLOWABLE HEIGHT PER 504.3 - 60'

- ACTUAL HEIGHT: 21'-2"

- MAX. NUMBER OF STORIES - 3

- ACTUAL: 1

- ALLOWABLE AREA PER 506.2 - R-3, S1 = UNLIMITED BUILDING AREA

- ACTUAL: 2,643 S.F.

B. INCIDENTAL USE AREAS:

- LAUNDRY ROOMS OVER 100 S.F. - 1 HOUR FIRE BARRIER, OR SPRINKLERED

- AREA IS SPRINKLERED, NO SEPARATION REQUIRED.

- 509.4.2 - WHERE A SPRINKLER SYSTEM IS USED IN LIEU OF A FIRE

BARRIER SEPARATION, THE CONSTRUCTION SHALL RESIST THE PASSAGE

OF SMOKE. WALLS SHALL EXTEND TO A RATED CEILING ABOVE OR TO THE

ROOF SHEATHING. DOOR SHALL BE SELF-CLOSING UPON DETECTION OF

SMOKE. DOORS SHALL NOT BE UNDERCUT OR HAVE AIR TRANSFER

OPENINGS, AND WALLS SHALL NOT HAVE AIR TRANSFER OPENINGS

UNLESS PROTECTED WITH SMOKE DAMPERS PER SECTION 710.8.

8. INTERIOR FINISHES (IBC CHAPTER 8)

A. GROUP R-2 - CLASS C FINISHES THROUGHOUT PER TABLE 803.11

9. FIRE PROTECTION SYSTEMS (IBC CHAPTER 9)

A. BUILDING FULLY SPRINKLERED WITH A TYPE 13R SYSTEM

B. PORTABLE FIRE EXTINGUISHERS (SECTION 906)

A SINGLE 2-A EXTINGUISHER SHALL BE PROVIDED

MAXIMUM 75' TRAVEL DISTANCE TO EXTINGUISHER

10. MEANS OF EGRESS (IBC CHAPTER 10)

A. OCCUPANT LOAD PER TABLE 1003.1.2 - 1 OCCUPANT PER 200 GROSS S.F.

2,643 GROSS S.F./200 = 14 OCCUPANTS

STAIR WIDTH - N/A

OTHER EGRESS COMPONENT WIDTH = 14 X 0.2" = 2.8"

B. NUMBER OF EXITS AND EXIT ACCESS DOORWAYS PER SECTION 1006

TABLE 1006.2.1 SPACES WITH ONE EXIT

R-3 OCCUPANT LOAD <10 IF SPRINKLERED WITH 13 OR 13R AND MAX. COMMON PATH

OF EGRESS TRAVEL OF 125'

1006.3 EGRESS FROM STORIES

1006.3 SINGLE EXITS - A SINGLE EXIT SHALL BE PERMITTED FROM ANY STORY

WHERE ONE OF THE FOLLOWING EXISTS:

4. GROUP R-3 OCCUPANCIES SHALL BE PERMITTED TO HAVE ONE EXIT OR

ACCESS TO A SINGLE EXIT

1008.2 THE MEANS OF EGRESS SHALL BE ILLUMINATED AT ALL TIMES THE ROOM OR SPACE

IS OCCUPIED, WITH NOT LESS THAN 1 FOOTCANDLE AT THE WALKING SURFACE PER

1008.2.1

SECTION 1009 - ACCESSIBLE MEANS OF EGRESS:

BOTH EXITS SERVING AN ACCESSIBLE SPACE SHALL BE ACCESSIBLE MEANS OF

EGRESS, WITH AN ACCESSIBLE ROUTE TO A PUBLIC WAY.

C. STAIRS PER SECTION 1011 - N/A

D. RAMPS PER SECTION 1012 - N/A

E. EXIT ACCESS TRAVEL DISTANCE PER SECTION 1017

R-OCCUPANCY - 250' (TABLE 1017.2)

D. CORRIDORS PER SECTION 1020

TABLE 1020.1 - CORRIDORS SERVING AN OCCUPANT LOAD OF LESS THAN 10 ARE

NOT REQUIRED TO BE RATED.

MINIMUM WIDTH PER TABLE 1020.2 IS 36", BUT WE'LL NEED A 5' TURNING CIRCLE FOR

ACCESSIBILITY.

1020.4 DEAD ENDS - WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS

REQUIRED, THE EXIT ACCESS SHALL BE ARRANGED SUCH THAT THERE ARE NO

DEAD ENDS IN CORRIDORS MORE THAN 20' IN LENGTH.

ONLY ONE EXIT OR EXIT ACCESS IS REQUIRED PER 1006.3, THUS THIS

PROVISION DOES NOT APPLY.

E. EMERGENCY ESCAPE AND RESCUE PER SECTION 1030

PROVISIONS AS REQUIRED FROM SLEEPING ROOMS IN R-3 OCCUPANCIES

29. PLUMBING FIXTURE COUNT (IBC CHAPTER 29)

A. R-3 OCCUPANCY

WC 1 PER 10 OCC. - 2 REQD. - 2 PROVIDED

LAVATORY 1 PER 10 OCC. - 2 REQD. - 6 PROVIDED

BATHTUB/SHOWER 1 PER 8 OCC. - 2 REQD. - 2 PROVIDED

DRINKING FOUNTAIN 1 PER 100 OCC. - KITCHEN SINK PROVIDED

OTHER, 1 SERVICE SINK 1 REQD. - 1 PROVIDED

4. SPECIAL DETAILED REQUIREMENTS (IBC CHAPTER 4)

GROUPS R-2, R-3 SECTION 420

420.2 SEPARATION WALLS: WALLS SEPARATING SLEEPING UNITS IN THE SAME BUILDING

SHALL BE CONSTRUCTED AS FIRE PARTITIONS PER SECTION 708

11. ACCESSIBILITY (IBC CHAPTER 11)

A. PARKING AND PASSENGER LOADING

1 SPACE REQUIRED PER TABLE 1106.1 - CAN ACCESSIBLE PER 1006.5

ACCESSIBLE PARKING SPACE SHOULD HAVE A SIGN PER 1111.1

B. DWELLING AND SLEEPING UNITS

ONE UNIT REQUIRED TO BE ACCESSIBLE. NO UNITS REQUIRED TO HAVE ROLL-IN

SHOWERS PER TABLE 1107.6.1.1

ALL OTHER UNITS TO BE TYPE-B UNITS

12. INTERIOR ENVIRONMENT (IBC CHAPTER 12)

A. 1207.2 WALLS SEPARATING SLEEPING UNITS SHALL HAVE AN STC RATING OF 50 MINIMUM.

13. ENERGY EFFICIENCY (IBC CHAPTER 13)

SEE 2015 IECC AND OWNER STIPULATED PERFORMANCE REQUIREMENTS

A. WOOD FRAMED RESIDENTIAL STRUCTURE, ZONE 6

B. ASSEMBLIES:

ROOF/ATTIC - R-49 MINIMUM RQD.- R-60 PROPOSED

WALLS, WOOD FRAMED - R-13 + R-7.5 C.I. OR R-20 + R-3.8 REQD. - R-21 + R-4 C.I. PROPOSED

FLOORS, MASS - R-12.5 REQD. - R-15 PROPOSED

OPAQUE DOORS - U 0.37 REQD.

WINDOWS - U 0.36 MAX. FIXED, U 0.43 MAX. OPERABLE, U 0.7 DOORS.

< U 0.25 FIXED AND OPERABLE PROPOSED

AIR LEAKAGE (PER C402.5) - 0.4 CFM/FT2 @ 75 PA MAX. (954 CFM TESTED MAX.)

F

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P L O T

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P R O J E C T

L O C A T

IO

N

D W G

N A M E

WAYNE COUNTY MICHIGAN

20RF033

TDF

DETROIT RIVER INTERNATIONAL WILDLIFE REFUGE

BUNKHOUSE

REVISION DATE DESCRIPTION BY

DESIGNED DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

B

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P M

AEDEKL

CODE SUMMARY

C h e c k e r

11/22G3 DTR363G4.dwg 3R-MI-571-363 3

R a n g e

D ry e r

D ry e r

DW

FP FIRE PARTITION

FB FIRE BARRIER

FW FIRE WALL

SW SHAFT WALL (FIRE BARRIER)

SP SMOKE PARTITION

SB SMOKE BARRIER

** STRUCTURAL PROTECTION

REQUIRED BY TABLE 602.1. -

SEE NOTE BELOW:

MNBC 602.1 ..."WHERE REQUIRED TO HAVE A FIRE-RESISTANCE RATING BY

TABLE 601, BUILDING ELEMENTS SHALL COMPLY WITH THE APPLICABLE

PROVISIONS OF SECTION 703.2. THE PROTECTION OF OPENINGS, DUCTS

AND AIR TRANSFER OPENINGS IN BUILDING ELEMENTS SHALL NOT BE

REQUIRED UNLESS REQUIRED BY OTHER PROVISIONS OF THIS CODE."

1hFP

WALL RATING

FIRE SEPARATION CATEGORY

FIRE SEPARATION WALL TAG:

SP

SB

FIRE SEPARATION CATEGORY KEY:

FIRE RATING KEY:

1hFP

1hFB

1hFW

2hFP

2hSW

1hSW

2hFB

2hFW

3hFP

3hSW

3hFB

4hFP

4hSW

4hFW

4hFB

3hFW

.5hFP

SMOKE PARTITION

SMOKE BARRIER

1 HOUR FIRE PARTITION

1 HOUR FIRE BARRIER

1 HOUR FIRE WALL

2 HOUR FIRE PARTITION

2 HOUR FIRE BARRIER

2 HOUR SHAFT WALL (FIRE BARRIER)

1 HOUR SHAFT WALL (FIRE BARRIER)

2 HOUR FIRE WALL

3 HOUR FIRE PARTITION

3 HOUR FIRE BARRIER

3 HOUR SHAFT WALL (FIRE BARRIER)

3 HOUR FIRE WALL

4 HOUR FIRE PARTITION

4 HOUR FIRE BARRIER

4 HOUR SHAFT WALL (FIRE BARRIER)

4 HOUR FIRE WALL

30 MINUTE FIRE PARTITION

CODE LEGEND

EXIT ACCESS TRAVEL DISTANCE

CODE OCCUPANCY TAG

PARKING

1,500 GSF

S-2 300

OCCUPANCY DESCRIPTION

SQUARE FOOTAGE

OCCUPANCY TYPE

OCCUPANT LOAD FACTOR

OCCUPANT LOAD

EXIT TAG

24" 36"

OCCUPANTS

INDICATES EGRESS EXIT

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH

TRAVEL DISTANCE PATH

COMMON PATH OF TRAVEL DISTANCE

DEAD END CORRIDOR DISTANCE

170.56 SF

UNIT A

R-3 200

168.93 SF

UNIT B

R-3 200

171.88 SF

LAUNDRY

R-3 200

62.68 SF

ACCESSIBLE

BATHROOM

R-3 200

171.13 SF

HALL

R-3 200

62.69 SF

BATHROOM

R-3 200

170.56 SF

UNIT D

R-3 200

169.00 SF

UNIT C

R-3 200

101.15 SF

MECHANICAL

U 300

56.94 SF

STUDY

R-3 200

238.39 SF

LIVING

R-3 200

180.34 SF

DINING

R-3 200

308.76 SF

KITCHEN

R-3 200

46.53 SF

VESTIBULE

R-3 200

237.99 SF

SCREENED

PORCH

R-3 200

EXIT ACCESS TRAVEL DISTANCE = 79'-0"

EXIT

FEC

36" 36"

SP

SP

1hFP TYP.

1hFP TYP.

1hFP TYP.

NOTE: CEILING

CONSTRUCTION IS 1h

RATED, THROUGHOUT

BUILDING (EXCEPT

SCREENED PORCH)

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L O C A T

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N

D W G

N A M E

WAYNE COUNTY MICHIGAN

20RF033

TDF

DETROIT RIVER INTERNATIONAL WILDLIFE REFUGE

BUNKHOUSE

REVISION DATE DESCRIPTION BY

DESIGNED DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

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A .r v t

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P M

AEDEKL

CODE PLAN

C h e c k e r

11/22G4 DTR364G4.dwg 3R-MI-571-364 4

SCALE: 1/4" = 1'-0"G4

1 LEVEL 1 CODE & LIFE SAFETY PLAN

SOAP

DISPENSER (SD)

O P

E R

A B

LE

P

A R

T S

M A

X

PAPER TOWEL

DISPENSER (PTD)

O P

E R

A B

LE

P

A R

T S

M A

X

HAND DRYER

(HD)

O P

E R

A B

LE

P

A R

T S

M A

X

FIRE EXTINGUISHER

CABINET (FEC)

T O

C O

N T

R O

LS

M A

X

LA

T

C H

ANNUNCIATOR KEY BOX MAILBOXESCOAT / ROBE HOOK

(CH / RH)

MIRROR (MIRR)

M A

X

M A

X

T Y

P

T O

R E

F

LE

C T

IV

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.

M A

X

S U

R F

A C

E

MOP RACK (MR)

DIAPER

CHANGING

STATION (DCS)

/2

4" MAX.

BARRIER FREE

DOOR ACTUATOR

(DA)

T .O

. L A

T C

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) SHOWERS AND BATHS

MARKER BOARD

(MB)

ACCESSIBLE LAVATORY

(ACC LAV)

9" M

IN

M

IN

M

IN

M A

X

T O

R E

F

LE

C T

IV

E

M A

X

17" MIN.

8" MIN.

MAX

6"

URINAL (UR)

M A

X

STANDARD WATER CLOSET (WC)

12" MIN.

40" MAX.

M

IN

M A

X

SND/TPD

STANDARD GRAB BARS (GB)

STANDARD GRAB BARS (GB)

6"

MAX

12"

42" MIN

54" MIN

39"-41" VERTICAL GRAB

BAR REQ'D IN MN

12" 24"

S U

R F

A C

E

6"

32"

NURSE CALL (NC),

WHERE OCCURS

M

IN

DIVIDER

SCREEN

16" - 18"

ACCESSIBLE WATER CLOSET

(ACC WC)

M A

X

OUTLET OF

DISPENSER

LOCATED WITHIN

HATCHED AREA

24" MIN.

42" MAX

M

IN

1/

2"

M

IN

M A

X

HOOK / SHELF

LOCATION

M A

X

DIVIDER

SCREEN

ACCESSIBLE URINAL

(ACC UR)

ALTERNATE ROLL-IN-TYPE SHOWER

6"

6" MAX.

END WALL

36" MIN.

1/2" MAX.

THRESHOLD

SOAP DISH,

WHERE OCCURS

6"

6" MAX.

BACK WALL

60" MIN.

C O

N T

R O

L A

R E

A

M

IN

8"

M A

X

6" MAX.

SOLID MOUNT FIXTURE

WHERE INDICATED BY MECH.

PROVIDE ADJUSTABLE

HAND-HELD SHOWER HEAD

W/ 59"L MIN. HOSE AT WALL

ADJACENT TO SEAT OR

WALL OPPOSITE OF SEAT

15" 15"

27" MAX

SEAT WALL

24" - 36"

MAX

3"

MAX

1 1/2"

C O

N T

R O

L A

R E

A

M

IN

M

A X

OF SEAT

HINGED SHOWER SEAT

ON END WALL @ ALL

ACCESSIBLE SHOWER

STALLS; NO GRAB BAR

ABOVE SEAT

18"

36" CLR

TRANSFER-TYPE SHOWER

HINGED SHOWER SEAT

ON WALL OPPOSITE

CONTROLS @ ALL

ACCESSIBLE SHOWER

STALLS; NO GRAB BAR

ABOVE SEAT 36

3"

-6

18"

MAX

15"

4" MAX.

36" CLR

PROVIDE ADJUSTABLE

HAND-HELD SHOWER

HEAD W/ 59"L MIN. HOSE

SOAP DISH, WHERE

OCCURS

SHOWER CONTROL AREA

1 1/2" CLEAR TO GRAB BARS

F R

O N

T O

F S

T A

LL

F R

O N

T O

F S

T A

LL

ROLL-IN-TYPE SHOWER

12"

6" MAX.

30" MIN.

1/2" MAX.

THRESHOLD

SOAP DISH,

WHERE OCCURS

6" MAX.

27" MAX.

60" MIN.

C O

N T

R O

L A

R E

A

M

IN

C O

N T

R O

L A

R E

A

M A

X

" HINGED SHOWER SEAT ON

END WALL @ ALL ACCESSIBLE

SHOWER STALLS;

NO GRAB BAR ABOVE SEAT

PROVIDE ADJUSTABLE

HAND-HELD SHOWER HEAD

W/ 59"L MIN. HOSE

SHOWER CONTROL

AREA

1/2" MAX

THRESHOLD

SOLID MOUNT FIXTURE

WHERE INDICATED BY MECH.

SOLID MOUNT FIXTURE

WHERE INDICATED BY MECH.

C O

N T

R O

L A

R E

A

M

IN

8" M

A X

16" MIN

6" MAX.

IN

T

. 3 4"

M

IN

E X

T . 3

0" M

IN

IN

T

. 4 8"

M A

X

E X

T . 3

6" M

A X

6" 36"

42"

NOTE: NOT ALL INSTANCES SHOWN ARE APPLICABLE; REFER TO PLANS

F

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IN

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S T A T U S

P L O T

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P R O J E C T

L O C A T

IO

N

D W G

N A M E

WAYNE COUNTY MICHIGAN

20RF033

TDF

DETROIT RIVER INTERNATIONAL WILDLIFE REFUGE

BUNKHOUSE

REVISION DATE DESCRIPTION BY

DESIGNED DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

B

IM

U S F W

D e tr o it

R iv e r B u n k h o u s e

U S F W

D e tr o it

R iv e r B u n k h o u s e

A .r v t

:1 :5

P M

AEDEKL

STANDARD MOUNTING HEIGHTS

C h e c k e r

11/22G5 DTR365G2.dwg 3R-MI-571-365 5

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:SV1

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:SV2

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:SV3

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

584583

SB-1

SB-2

SB-5

SB-3

SB-4

PROVIDE BIOROLLS EVERY 100' ALONG

CENTERLINE OF PROPOSED SWALE

PROVIDE SILT FENCE

PROVIDE CULVERT INLET PROTECTION

PROVIDE CULVERT INLET PROTECTION

CONSTRUCTION LIMITS

TEMPORARY

CONSTRUCTION ENTRANCE

CLEAR AND GRUB VEGETATION WITHIN

LIMITS OF GRADING AND IMPROVEMENTS

PROVIDE SILT FENCE

PROVIDE SILT FENCE

CONSTRUCTION LIMITS

CLEAR AND GRUB VEGETATION WITHIN

LIMITS OF GRADING AND IMPROVEMENTS

REMOVE EXIST. GRAVEL SURFACE

PRESERVE & PROTECT

EXIST. GRAVEL TO REMAIN

CONSTRUCTION LIMITS

PROVIDE CULVERT

INLET PROTECTION

CLEAR AND GRUB VEGETATION

WITHIN LIMITS OF GRADING

AND IMPROVEMENTS

PRESERVE & PROTECT

EXIST. GRAVEL TRAIL

WARNING:

PRESERVE & PROTECT EXIST. USGS MONUMENT

SEE NOTE 2

REMOVE & SALVAGE EXIST. WOOD FENCE

(TURN OVER TO GOVERNMENT)

REMOVE & SALVAGE

EXIST. WOOD FENCE

(TURN OVER TO GOVERNMENT)

PRESERVE & PROTECT

EXIST. CHAIN LINK FENCE

REMOVE EXIST. CHAIN LINK DOUBLE SWING GATE

IMMEDIATELY PRIOR TO INSTALL OF CANTILEVER GATE

PRESERVE & PROTECT EXIST. TRAIL

AND REPLACE IF DAMAGED FROM

CONSTRUCTION ACTIVITIES

SEE NOTE 1

PRESERVE & PROTECT EXIST.

BITUMINOUS TRAIL PAVEMENT

SEE NOTE 1

REMOVE EXIST. GRAVEL SURFACE PRIOR

TO BITUMINOUS PAVEMENT INSTALLATION

REMOVE & REPLACE EXIST. CHAIN LINK

FENCING AS NEEDED FOR

CONSTRUCTION ACCESS

PRESERVE & PROTECT

EXIST. WATER VALVES

REMOVE EXIST. GUARDRAIL AS NEEDED

CONSTRUCTION LIMITS

REMOVE EXIST. GRAVEL SURFACE

TEMPORARY CONSTRUCTION ENTRANCE

SEE DETAIL 1/C6

BIOROLL

SEE DETAIL 4/C6

EXIST. CONTOUR (1' INTERVAL)

EXIST. CONTOUR (5' INTERVAL)585

SILT FENCING

SEE DETAIL 2/C6

CULVERT INLET PROTECTION

SEE DETAIL 3/C6

CLEAR AND GRUB VEGETATION

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C1

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

SHEET NOTES

1. CONTRACTOR SHALL PROVIDE TEMPORARY PROTECTIVE SURFACING OVER THE EXISTING

PAVED TRAIL TO PREVENT DAMAGE TO THE EXISTING SURFACING. ANY DAMAGE TO THE

EXISTING SURFACING (SUBSIDENCE, RUTTING, CRACKING, ETC.) CAUSED BY THE

CONTRACTOR'S OPERATIONS DURING THE WORK SHALL REPAIRED BY THE CONTRACTOR TO

THE SATISFACTION OF THE GOVERNMENT.

2. CONTRACTOR SHALL PROVIDE HIGHLY VISIBLE TEMPORARY PROTECTIVE BARRIER FENCING

AROUND THE EXISTING USGS MONUMENT TO PREVENT DISTURBANCE DURING CONSTRUCTION.

FURNISH & INSTALL A PVC (SDR 26) PIPE COLLAR AROUND THE EXIST. CONCRETE MONUMENT

WITH A DUCTILE IRON GRATE COVER. SEE DETAIL 9/C6.

3. THE CONTRACTOR IS RESPONSIBLE FOR ALL TRAFFIC CONTROL FOR THE PROJECT. TRAFFIC

CONTROL MEASURES SHALL INCLUDE BUT NOT BE LIMITED TO ADVANCE WARNING SIGNAGE ON

PUBLIC STREETS AND TRAILS, PROVIDING CONSTRUCTION FENCING AND SIGNAGE TO DIRECT

ALL VEHICULAR, BICYCLE AND PEDESTRIAN TRAFFIC SAFELY AROUND AND THROUGH THE

CONSTRUCTION ZONE. COORDINATE ALL TRAFFIC AND PEDESTRIAN CONTROL AND ACCESS

WITH THE OWNER.

SHEET LEGEND

1. THE CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL BEST MANAGEMENT

PRACTICES, AND SHALL INCLUDE SILT FENCE INSTALLATION AND INLET PROTECTION.

THE CONTRACTOR SHALL IDENTIFY A PERSON KNOWLEDGABLE IN EROSION AND

SEDIMENT CONTROL TECHNIQUES WHO WILL OVERSEE THE IMPLEMENTATION,

INSPECTION, AND MAINTENANCE OF THE EROSION PREVENTION AND SEDIMENT

CONTROL BMP'S BEFORE AND DURING CONSTRUCTION.

2. THE CONTRACTOR SHALL PREVENT RUNOFF, TRACKING OR LOSS OF SEDIMENT FROM

DISTURBED AREAS OF THE PROJECT SITE.

3. THE CONTRACTOR SHALL DEVELOP A CHAIN OF RESPONSIBILITY WITH ALL OPERATORS

ON THE SITE TO ENSURE THAT THE TEMPORARY AND PERMANENT EROSION CONTROL

PLANS ARE IMPLEMENTED AND STAY IN EFFECT UNTIL THE CONSTRUCTION PROJECT IS

COMPLETE AND THE SITE IS STABILIZED.

4. THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING SILT FENCING AND INLET

PROTECTION DEVICES AFTER ALL SITE WORK AND FINAL STABILIZATION HAS BEEN

APPROVED AND THE ENGINEER HAS CONDUCTED A FINAL INSPECTION OF THE SITE.

5. EXTERNAL WASHING OF CONSTRUCTION EQUIPMENT AND VEHICLES WILL NOT BE

ALLOWED UNLESS APPROVED BY THE OWNER.

6. ANY SOIL, MUD, OR DEBRIS WASHED, TRACKED OR DEPOSITED ONTO PAVED SURFACES

SHALL BE REMOVED PRIOR TO THE END OF EACH WORK DAY.

7. ALL CONSTRUCTION DEBRIS AND OTHER WASTES SHALL BE DISPOSED OF BY THE

CONTRACTOR IN A MANNER THAT COMPLIES WITH LOCAL AND STATE WASTE DISPOSAL

REQUIREMENTS.

8. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSPECTED A MINIMUM OF

ONCE PER 7 DAYS AND WITHIN 24 HOURS OF A RAINFALL EVENT OF 0.5" OR GREATER.

ALL NONFUNCTIONAL DEVICES SHALL BE REPAIRED OR REPLACED WITH NO ADDITIONAL

COMPENSATION MADE THEREAFTER.

EROSION CONTROL NOTES

585584

SB-1

SB-2

SB-5

SB-3

SB-4

BUNKHOUSE

FFE=589.67

±175 LF - 4" DIA. HDPE, SDR-11, WATER SERVICE

CONNECT TO EXIST. GAS MAIN

WORK DONE BY DTE

PROP. GAS SERVICE

INSTALL DONE BY DTE

CONNECT TO BUILDING SEWER

IE=583.50

PROVIDE CLEAN OUT

LOCATE CLEAN OUT 5' FROM BUILDING

SEE DETAIL 5/C7

78.5 LF - 6" DIA. PVC, SDR 23.5, @ 2.00%

CLEAN OUT

RIM=±587.50 (ADJUST TO FG)

IE=581.93100 LF - 6" DIA. PVC, SDR 23.5, @ 2.00%

CLEAN OUT

RIM=±587.50 (ADJUST TO FG)

IE=579.93

±99 LF - 6" DIA. PVC, SDR 23.5, @ 2.00%

CONNECT TO EXIST.

SANITARY MANHOLE

IE=577.95

CONSTRUCT ±17' INSIDE DROP

SEE DETAIL 4/C7

CONNECT 4" WATER SERVICE

TO EXIST. SERVICE VALVE

PROVIDE ADAPTER FITTINGS AS NEEDED

CONNECT GAS SERVICE

TO BUILDING

CONNECT WATER SERVICE

TO BUILDING

CONSTRUCTION LIMITS

PROP. WATER SERVICE

PROP. SANITARY SERVICE

PROP. CLEAN OUT

SEE DETAIL 5/C7

PROP. GAS SERVICE

(WORK BY DTE)

EXIST. WATER VALVE

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C2

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

SHEET LEGEND

SHEET NOTES

1. ALL WATER LINES SHALL BE INSTALLED WITH A MINIMUM OF 6-FEET OF COVER OVER THE PIPE.

2. ALL HDPE PIPE FITTINGS SHALL BE MOLDED TYPE.

3. DO NOT EXCEED THE HDPE PIPE MANUFACTURERS MAXIMUM ALLOWABLE PIPE BEND RADIUS.

4. REFERENCE THE WATER, SANITARY SEWER, STORM SEWER AND GAS UTILITY NOTES ON SHEET C7.

584583

585584

SB-1

SB-2

SB-5

SB-3

SB-4

BUNKHOUSE

PROVIDE PIPE APRON

IE=584.50

PROVIDE PIPE APRON

IE=584.75

PROVIDE PIPE APRON

IE=584.50

PROVIDE PIPE APRON

IE=585.00

FFE=589.67

MEET EXIST. GRADE

MEET EXIST. GRADE

2%

2% TYP.

2% MAX.

2% MAX.

2% M

IN.

2% MIN.

MEET EXIST. GRADES

MEET EXIST. GRADE

±20 LF - 8" HDPE @ 2.5%

±34 LF - 12" HDPE @ 0.7%

585.40

585.20

8 5% MAX.

1%

4:1 M

AX

4:1MAX.

4:1MAX.

585.90 586.16

586.50

586.27

587.79

587.70 TC/BC

588.00

588.79 H.P.

588.20

588.50 TC/BC

588.92

589.55

586.40

3:1MAX.

589.17

589.17589.24 H.P.

589.50

MATCH EXIST. GRADE

586.80

586.50

CONCRETE STOOP

(SEE STRUCTURAL)

585.60

CONTRACTOR SHALL PROVIDE HIGHLY VISIBLE TEMPORARY PROTECTIVE BARRIER FENCING

AROUND THE EXIST. USGS MONUMENT TO PREVENT DISTURBANCE DURING CONSTRUCTION

FURNISH & INSTALL A PVC (SDR 26) PIPE COLLAR AROUND THE EXIST. CONCRETE MONUMENT

WITH A DUCTILE IRON GRATE COVER

SEE DETAIL 9/C6

589589.05

588.80

588.44 588.24

585.96

586.48

586.08

DAYLIGHT PERF. DRAIN

IE=585.00

DAYLIGHT PERF. DRAIN

IE=585.00

DAYLIGHT PERF. DRAIN

IE=583.50

DAYLIGHT PERF. DRAIN

IE=585.00

DAYLIGHT PERF. DRAIN

IE=586.10

CONSTRUCTION LIMITS

EXIST. CONTOUR (5' INTERVAL)

EXIST. CONTOUR (1' INTERVAL)

PROP. CONTOUR (5' INTERVAL)

PROP. CONTOUR (1' INTERVAL)

PROP. CULVERT

PROP. FABRIC WRAPPED

EDGE DRAIN - PERF. PIPE

SOIL BORINGSB-1

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C3

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

SHEET LEGEND

SB-1

SB-2

SB-5

SB-3

SB-4

C7

C7

22.00'

5.0 0'

45.00'

58.00'

12.00'

6.0 0'

2.00'

124.00'

18.00'

24.00'

10.00'

4.00'

10.00'

.00

.00

.00

50.00'5 SPACES @ 10.00'

16.00'2 SPACES@ 8.00'

30.00'3 SPACES @ 10.00'

20.00'

63.

00'

GRAVEL SURFACE

GRAVEL SURFACE

CURB & GUTTER

MDOT R30G F2

CURB & GUTTER

MDOT R30G F2

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

(SEE STRUCTURAL)

CONCRETE WALK

SEE DETAIL 7/C6

5 - WOOD BOLLARDS @ 12' O.C.

SEE DETAIL 4/C8

SPLIT RAIL FENCE

SEE DETAIL 3/C8

24' CANTILEVER GATE

SEE DETAIL 1/C10

24' DOUBLE GATE

SEE DETAIL 1/C9

SIGN

SEE DETAIL 6/C8

8.0 0'

18.00'

8.0 0'

BUNKHOUSE60.00'

CONSTRUCTION LIMITS

SIGN

SEE DETAIL 6/C8

BITUMINOUS PAVEMENT

BITUMINOUS PAVEMENT

TAPER CURB ENDS (TYP.)

BIKE STORAGE RACK & CONCRETE SLAB, 13.66' x 16.00' (BID ADDITIVE)

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

SPLIT RAIL FENCE

SEE DETAIL 3/C8

10.00'

SAW CUT & MATCH

EXIST. PAVEMENT

EXIST. BITUMINOUS TRAIL

CONCRETE STOOP

(SEE STRUCTURAL)

SEE ENLARGED PLAN

THIS SHEET

10.00'

30.00'

6.00'

10.00'

20.00'

4" LINE PAINT

18" O.C. @ 45°

12.00'

CONCRETE EDGE RESTRAINTS

SEE DETAIL 3/C7

EXIST. SURFACING

TO REMAIN

4" LINE PAINT

CURB RAMP

SEE DETAIL 8/C6

EXIST. SURFACING TO REMAIN

±10.25'

EXIST. GRAVEL ROAD

MEET EXIST. GRAVEL

PRE-CAST CONCRETE SPLASH BLOCKS (SEE SPEC.)

SEE ARCHITECTURAL FOR LOCATIONS

FUTURE STORAGE SHED

TRANSFORMER & CONCRETE SLAB

SEE ELECTRICAL

GENERATOR (BID ADDITIVE)

SEE ELECTRICAL

50.00'

ELECTRICAL VEHICLE CHARGING

SEE ELECTRICAL

RIBBON CURB

SEE DETAIL 6/C7

TAPER CURB ENDS (TYP.)

TAPER CURB ENDS (TYP.)

BITUMINOUS PAVEMENT

TAPER CURB ENDS (TYP.)

RIBBON CURB

SEE DETAIL 6/C7

.00

40.00'

CONSTRUCTION LIMITS

CONCRETE WALK

SEE DETAIL 7/C6

BITUMINOUS PAVEMENT

SEE DETAIL 5/C6

GRAVEL SURFACE

SEE DETAIL 6/C6

SPLIT RAIL FENCE

SEE DETAIL 3/C8

BUILDING

BOLLARD

SEE DETAIL 4/C8

SIGN

SEE DETAIL 6/C8

CURB & GUTTER

SPLIT RAIL FENCE POST

SB-3

SB-4

2.00'

2.0 0'

2.5 0'

4.00' 4.00'

2.00'

2.0 0'

4.0 0'

CORNER POST

END POST

END POST

1.0' MAX. FROM EXIST. FENCE

END POST

1.0' MAX. FROM EXIST. FENCE

END POST

1.0 ' M

AX

1.0' MAX.

END POST

CORNER POST

CORNER POST SPLIT RAIL FENCE

SEE DETAIL 3/C8

SPLIT RAIL FENCE

SEE DETAIL 3/C8

2.00'

DOUBLE GATE (12.0' EACH)

SEE DETAIL 1/C9

SPLIT RAIL FENCE

SEE DETAIL 3/C8

2.00'

GATE POST

STOP POST

GATE OPERATOR & CONCRETE PAD (BID ADDITIVE)

24' CANTILEVER GATE

SEE DETAIL 1/C10

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C4

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

MIXTURE "D" SEED & 4" TOPSOIL

TO LIMIT OF AREAS DISTURBED OR GRADED

MIXTURE "F" SEED & 4" TOPSOIL

EDGING & ROCK MULCH

SEE DETAIL 1/C8

TREES

(N.I.C. BY OTHERS)

BUNKHOUSE

CONSTRUCTION LIMITS

CONSTRUCTION LIMITS

MIXTURE "F" SEED & 4" TOPSOIL

MIXTURE "F" SEED & 4" TOPSOIL

MIXTURE "D" SEED & 4" TOPSOIL

TO LIMIT OF AREAS DISTURBED OR GRADED

2.0 0'

TY

P.

3.00'

SEE ENLARGED PLAN

THIS SHEET

2 - INDIANGRASS

ROCK MULCH

SEE DETAIL 1/C8

CONSTRUCTION LIMITS

MIXTURE "F" SEED & 4" TOPSOIL

MIXTURE "D" SEED & 4" TOPSOIL

ROCK MULCH

TREE

(N.I.C. BY OTHERS)

NATIVE GRASSES

10.00' 5.00'

WOOD BOLLARDS 15 - BLUESTEM ALTERNATING

IN GROUPS OF 3 @ 2.5' O.C.

15 - INDIANGRASS ALTERNATING

IN GROUPS OF 3 @ 2.5' O.C.

EDGING

SEE DETAIL 1/C8

ROCK MULCH

SEE DETAIL 1/C8

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C5

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

CONSTRUCTION ENTRANCE SPECIFICATIONS

50'-0''

PA

VE

D T

RA

IL

6" MIN. DEPTH OF 1" TO 2"

CRUSHED ROCK

MIN. STONE SIZE: USE 1"-2" CRUSHED ROCK OR RECLAIMED OR

RECYCLED CONCRETE EQUIVALENT.

THICKNESS: NOT LESS THAN 6-INCHES.

FILTER CLOTH: SHALL BE PLACED OVER THE ENTIRE AREA

PRIOR TO PLACING OF STONE.

MAINTENANCE: THE ENTRANCE SHALL BE MAINTAINED IN A

CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF

SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE

PERIODIC TOP DRESSING WITH ADDITIONAL STONE AS

CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY

MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED,

DROPPED, WASHED OR TRACKED ONTO PUBLIC

RIGHT-OF-WAYS MUST BE REMOVED IMMEDIATELY.

WASHING: WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT

PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. WHEN

WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA

STABILIZED WITH STONE AND WHICH DRAINS INTO AN

APPROVED SEDIMENT TRAPPING DEVICE.

PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE

PROVIDED AFTER EACH RAIN EVENT.

PO

ST

EM

BE

DM

EN

T

WI

RE

M

ES

H 2'-

6"

MI

N.

2'- 0"

MI

N.

GEOTEXTILE FABRIC, 48" WIDE

DIRECTION OF

2'-0" INTERVALS

6" AND FASTEN AT

OVERLAP GEOTEXTILE FABRIC

6" MIN.

6" MIN.

INTO TRENCH

EXTEND WIRE MESH

NATURAL SOIL

RUNOFF FLOW

WIRE MESH REINFORCEMENT

BACKFILL WITH TAMPED

FABRIC ANCHORAGE TRENCH.

METAL FENCE POST

2-2"X2" STAKES

PER BALE

2-2"X2" STAKES

PER BALE

4"

RUNOFF FLOWDIRECTION OF

FENCE SYSTEM

HEAVY DUTY SILT

SECTION VIEW

BALES TO CREATE CONTINUOUS BARRIER

WEDGE LOOSE STRAW BETWEEN BALES

CULVERT

FL

OW

PLAN VIEW

8" AGGREGATE BASE

MDOT 21AA

2.0" WEARING COURSE MIXTURE

PLACE TACK COAT BETWEEN BIT. COURSES

2.0" TYPE BASE COURSE MIXTURE

12" GRANULAR FILL

MDOT CLII

8" AGGREGATE BASE

MDOT 21AA

12" GRANULAR FILL

MDOT CLII

GEOTEXTILE SEPARATOR FABRIC

REMOVE ALL ORGANICS, SCARIFY AND

RECOMPACT ALL EXISTING SUBGRADE SOILS

PRIOR TO PLACEMENT OF SUBSEQUENT FILL

MATERIALS OR AGGREGATE BASE

GEOTEXTILE SEPARATOR FABRIC

REMOVE ALL ORGANICS, SCARIFY AND

RECOMPACT ALL EXISTING SUBGRADE SOILS

PRIOR TO PLACEMENT OF SUBSEQUENT FILL

MATERIALS OR AGGREGATE BASE

SECTION

PLAN VIEW

SEE PLAN

8" MIN.

4" TOPSOIL & SEED

4" THICK CONCRETE SURFACE FOR ALL SIDEWALKS

6" AGGREGATE BASE

MDOT 21AA

CONTROL JOINT

LIGHT BROOM FINISH TEXTURE

PERPENDICULAR TO DIRECTION

OF TRAVEL.

5.0 ' O

R

VA

RI

ES

2" TYP. SMOOTH

TROWELED JOINT

2"

STRAW OR WOOD FIBER 12" DIA. ROLL ENCLOSED

IN PLASTIC OR POLYESTER NETTING

2"x2"x18" LONG WOODEN STAKES AT 2'-0" SPACING. DRIVE

THROUGH NETTING AND FIBER ROLL

8" - 11 GA. STAPLES SPACED

1'-0" ON CENTER

POINT "B"

POINT "A"

EROSION CONTROL BLANKET

WHERE SPECIFIED

POINT "A" MUST BE HIGHER THAN POINT "B" TO

ENSURE THAT WATER FLOWS OVER THE DIKE AND

NOT AROUND THE ENDS.

FLOW

TAPER CURB MAX SLOPE 12:1 TAPER CURB MAX SLOPE 12:1

A

A

PLAN VIEW

SECTION A-A

TRUNCATED DOME RAMP SURFACE

CONCRETE WALK

12:1 MAXIMUM

TRUNCATED DOME RAMP SURFACE

CURB & GUTTER

CURB RETURNS

4.0' (TYP.)

2.0 ' (T

YP

4"

MAX.

±18" DIA. PVC PIPE, SDR 26

INSIDE DIAMETER OF PIPE TO MATCH OUTSIDE

DIAMETER OF CONCRETE MONUMENT POST (V.I.F.)

EXIST. USGS MONUMENT

DUCTILE IRON GRATED COVER INSERT

NEENAH 6400-BO OR APPROVED EQUAL

FINISH GRADE

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C6

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

4-0" DIA.

MINIMUM

TRANSITION SECTION MUST BE

FIRST SECTION BELOW CONE

RELINER INSIDE DROP BOWL

ATTACHED TO WALL WITH 4 3

8"

STAINLESS STEEL WEDGE

ANCHORS, STAINLESS STEEL

WASHERS AND NUTS

ATTACH DROP BOWL TO DROP

PIPE USING FERNCO FLEXIBLE

COUPLING WITH STAINLESS STEEL

STRAPS.

A.B.S. PIPE ASTM D2282 - SDR 23.5

OR PVC PIPE ASTM D2241 SDR 23.5

WITH COMPATIBLE FITTINGS

DROP CONNECTION SHALL BE ONE

SIZE SMALLER THAN MAINLINE

WITH AN 8" DIA. MINIMUM

BETWEEN DROP BOWL AND MANHOLE

WALL PLACE (PRESS SEAL GASKET CO.,

EASY STIK ALL WEATHER TROWELABLE

BUTYL, BK-0069-1)

PROVIDE CONCRETE

BEDDING

TAPS TO EXISTING MANHOLES SHALL BE MADE

BY CORING AND INSTALLING A KOR-N-SEAL BOOT

(OR APPROVED EQUAL). BLIND DRILLING WILL

ONLY BE PERMITTED IN LIEU OF CORING WITH

PRIOR CITY APPROVAL. ALL TAPS MUST BE MADE

BELOW TRANSITION SECTION.

1"x 1/16" STAINLESS STEEL RETAINER

STRAP SECURED TO WALL BY 1/2"

STAINLESS STEEL EXPANSION ANCHORS

AT 2' INTERVALS FROM CENTER TO

CENTER

EXTEND CONCRETE AROUND AND

UNDER BEND

45° BEND PLACED IN DIRECTION OF M.H.

OUTFALL; FORM A SMOOTH CHANNEL IN

THIS DIRECTION

VERIFY LOCATION OF STEPS AND

RELOCATE AS DIRECTED BY FIELD

ENGINEER

UP TO 6"

UP TO 10"

UP TO 18"

UP TO 30"

UP TO 42"

6" 8" 10" 18" 24"

INTERNAL

DROP SIZE

MH SIZE

(I.D)

SEWER

SIZE

5' 5' 5' 6' 6'

EXISTING MANHOLE

CURB & GUTTER

MDOT R30G F2

TAPER CURB ENDS

AT 1" PER 12"

6"

TYP.

6"

TYP.

CURB & GUTTER

MDOT R30G F2

TAPER CURB ENDS AT 1" PER 12"

4" TOPSOIL & SEED

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

4" TOPSOIL & SEED

ROCK MULCH

SEE DETAIL 1/C8

INSET "A"

SEE DETAIL 5/C6

6"

TYP.

6"

TYP.

5.00'5.00'10.00'

3.00'

EDGING

SEE DETAIL 1/C8

WOOD BOLLARD

SEE DETAIL 4/C8

EXIST.

GRAVEL

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

GEOTEXTILE SEPARATOR FABRIC

6"

TYP.

4" TOPSOIL & SEED INSET "A"

SEE DETAIL 5/C6

6"

TYP.

GEOTEXTILE SEPARATOR FABRIC

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

7" THICK CONCRETE W/ 3 - #4 REBAR

(2" MIN. TO CONCRETE EDGE)

INSET "A"

SEE DETAIL 5/C6

INSET "B"

SEE DETAIL 6/C6

2.00'

6" AGGREGATE BASE

12" GRANULAR FILL

2% SLOPE

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

GEOTEXTILE SEPARATOR FABRIC

Y-BRANCH FLOWFLOW

DE

PT

H

VA

RI

ES

3.0' COVER & FRAME TO BE NEENAH

R-1974A, BOLTED.

3 1 /2"

2"

3" SEE PLAN FOR SURFACING

CONSTR. A CONCRETE BLOCK 3' IN

NON-PAVED AREAS.

#5 BARS @ 8" O.C. EACH WAY.

COMPACTED GRANULAR FILL (SEE

TYPICAL SECTION)

6" NON-PERFORATED PVC PIPE

LONG RADIUS 45°

ELBOW

6" RIGID PVC PIPE

1'-0" WIDE BY 7" DEEP

CONCRETE RIBBON CURB

4" TOPSOIL & SEED

6" TYP.

6" TYP.

GEOTEXTILE SEPARATOR FABRIC

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

INSET "A"

SEE DETAIL 5/C6INSET "B"

SEE DETAIL 6/C6

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

4" FABRIC WRAPPED

EDGE DRAIN TO DAYLIGHT

4" TOPSOIL & SEED 4" TOPSOIL & SEED

10.00'

6" TYP. 6" TYP.

GEOTEXTILE SEPARATOR FABRIC

REVISION DATE DESCRIPTION BY

DESIGNED: DRAWN: DATE: CHECKED:

SHEET_____OF_____DRAWING NO:CADD:

PROJECT NUMBER:C7

21 W. Superior Street Suite 500 Duluth, MN 55802

TEL 218/7278446

FAX 218/7278456

http://www.LHBcorp.com

1. CONTRACTOR SHALL PROTECT FROM DAMAGE ALL EXISTING PAVEMENTS

DESIGNATED TO REMAIN. ANY PAVEMENTS DAMAGED BY THE

CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR AT NO COST TO

THE OWNER.

2. THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY

LEVEL D. THIS UTILITY QUALITY LEVEL WAS DETERMINED ACCORDING TO

THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINES FOR

THE COLLECTION OF EXISTING SUBSURFACE UTILITY INFORMATION." THE

CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING

UTILITIES PRIOR TO COMMENCING WORK, AND AGREES TO BE FULLY

RESPONSIBLE FOR ANY AND ALL UNDERGROUND UTILITIES. TO UTILIZE THE

ONE CALL EXCAVATION NOTICE SYSTEM OF "MISS DIG", CALL

1-800-482-7171.

3. GRADES SHOWN ARE FINISH SURFACE ELEVATIONS. THE CONTRACTOR

SHALL MAKE APPROPRIATE DEDUCTIONS FOR VARYING SURFACES TO

DETERMINE SUBGRADE ELEVATIONS.

4. ALL EXISTING AND PROPOSED STRUCTURE ACCESS COVERS SHALL BE

ADJUSTED TO FINISHED GRADE BY THE CONTRACTOR.

5. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION STAKING.

SEE SPECIFICATIONS FOR REQUIREMENTS.

6. THE BUILDING LOCATION MAY BE ESTABLISHED FROM THE ELECTRONIC

SITE DRAWING FILES. THE ARCHITECTURAL AND STRUCTURAL PLANS

SHALL BE USED TO SET THE BUILDING LAYOUT. THE CONTRACTOR SHALL

VERIFY THE BUILDING LOCATION WITH SITE INTERFACES INCLUDING BUT

NOT LIMITED TO UTILITIES, SIDEWALKS, EXISTING GRADES, AND PROPOSED

GRADES. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR

TO EXECUTING THE WORK. NOTIFY THE ENGINEER IF FIELD CONDITIONS

VARY FROM THE PLAN.

7. DIMENSIONS ARE TO BACK EDGE OF CURBING UNLESS NOTED OTHERWISE.

8. ALL AREAS DISTURBED SHALL BE RESTORED WITH TOPSOIL AND SEED AND

EROSION CONTROL BLANKET UNLESS NOTED OTHERWISE. REFERENCE

SPECIFICATIONS FOR REQUIREMENTS.

9. STRIPING FOR PARKING AREA SHALL BE 4" WIDE ALKYD OR CHLORINATED

RUBBER WHITE PAINT. COMPLY WITH MMUTCD STANDARDS. THERE SHALL

BE NO PAINT ON CONCRETE SURFACES.

GAS

1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP FOR THE GAS

SYSTEM SHALL BE IN ACCORDANCE WITH DTE ENERGY.

2. GAS PIPING SHALL BE INSTALLED BY DTE ENERGY.

3. CONNECTION TO EXISTING MAIN AND THE VALVE SETTING WILL BE DONE BY DTE ENERGY.

4. THE CONTRACTOR SHALL COORDINATE WITH DTE ENERGY FOR GAS LINE INSTALLATION.

PROVIDE ONE MONTH ADVANCED NOTIFICATION TO DTE ENERGY.

5. THE CONTRACTOR SHALL INCLUDE IN THE BASE BID THE APPLICATION FEE AND

INSTALLATION FEE FOR GAS SERVICE TO THE BUILDING. SERVICE INSTALLATION

REQUESTS MAY BE INITIATED BY CONTACTING MICHIGAN CONSOLIDATED GAS CO. AT

1-800-338-0178. FOR GAS SERVICE LOAD REQUIREMENTS - REFER TO DETAIL 3/P4.

SANITARY SEWER

1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP FOR THE SANITARY

SEWER SYSTEM SHALL BE IN ACCORDANCE WITH MDOT-STANDARD SPECIFICATIONS AND

AS MODIFIED OR ALTERED BY THE CITY OF GIBRALTAR STANDARD CONSTRUCTION

SPECIFICATIONS.

2. ALL SANITARY SEWER PIPING AND FITTINGS SHALL BE SMOOTH WALLED PVC

CONFORMING TO ASTM D-2241, SDR 23.5.

3. TRENCHING AND BACKFILL OF THE SANITARY SEWER PIPING SHALL CONFORM TO MDOT

STANDARD DETAIL R-83-C (A2 & B2).

4. PROVIDE A MINIMUM OF 72 HOURS NOTICE TO THE CITY OF GIBRALTAR PUBLIC WORKS

DEPARTMENT PRIOR TO CONNECTION OF THE SANITARY SEWER TO THE CITY OWNED

SANITARY MAIN. CONTRACTOR SHALL CONTACT MR. JASON VERRAN, CERCO

CONSTRUCTION MANAGER AT 734-285-7310 FOR NOTIFICATION.

STORM SEWER

1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP FOR THE STORM

SEWER SYSTEM SHALL BE IN ACCORDANCE WITH MDOT-STANDARD SPECIFICATIONS FOR

CONSTRUCTION 2020 AND AS MODIFIED OR ALTERED BY THE CITY OF GIBRALTAR

STANDARD CONSTRUCTION SPECIFICATIONS.

2. STORM PIPE SHALL BE SMOOTH-LINED CORRUGATED POLYETHYLENE (CPE) PIPE AND

REQUIRED FITTINGS MEETING THE REQUIREMENTS OF AASHTO M294 FOR TYPE S. JOINTS

SHALL BE WATERTIGHT SOLID PE SLEEVE WITH GASKETS.

3. PROVIDE ZINC-COATED STEEL END SECTIONS ON CULVERT PIPES CONFORMING TO MDOT

STANDARD DETAIL R-88-D AND MEETING THE REQUIREMENTS OF AASHTO M36.

WATER

1. UNLESS OTHERWISE SPECIFIED, ALL MATERIALS AND WORKMANSHIP FOR THE BUILDING

WATER SERVICE PIPING SHALL BE IN ACCORDANCE WITH THE CITY OF GIBRALTAR

STANDARD CONSTRUCTION SPECIFICATIONS.

2. ALL WATER SERVICE PIPE SHALL BE HDPE, SDR 11.

3. ALL WATER SERVICES SHALL BE INSTALLED WITH 6 FEET MINIMUM COVER OVER PIPE.

WHERE MINIMUM COVER CANNOT BE PROVIDED, PROVIDE 3" THICKNESS RIGID

INSULATION OVER PIPE.

4. PRESSURE AND BACTERIOLOGICAL TESTING OF THE WATER SERVICE PIPING IS

REQUIRED PRIOR TO CONNECTION TO THE CITY WATER SUPPLY SYSTEM.

5. TRENCHING AND BACKFILLING OF THE WATER SERVICE SHALL CONFORM TO MDOT

STANDARD DETAIL R-83-C (F).

GENERAL CONSTRUCTION NOTES UTILITY CONSTRUCTION NOTES

GOVERNING SPECIFICATIONS

1. THE STATE OF MICHIGAN DEPARTMENT OF TRANSPORTATION, STANDARD

SPECIFICATIONS FOR CONSTRUCTION, 2020 EDITION EXCEPT AS MAY BE

MODIFIED IN THE PROJECT SPECIFICATIONS.

2. ALL TRAFFIC CONTROL DEVICES AND SIGNAGE SHALL CONFORM TO THE

MICHIGAN MUTCD, LATEST EDITION.

3. COMPLY WITH MDOT SIDEWALK RAMP AND DETECTABLE WARNING

DETAILS R-28-H.

WATER THOROUGHLY WITHIN 2 HOURS.7.

COLLAR. USE OF NONBIODEGRADABLE

TWINE SHALL NOT BE PERMITTED.

TOTALLY REMOVED FROM THE ROOT

AT WHICH TIME IT MUST BE CUT AND

OF THE PLANT MAINTENANCE PERIOD

BALL AND ROOT COLLAR UNTIL THE END

ON AS SUPPORT BETWEEN THE ROOT

BIODEGRADABLE TWINE MAY BE LEFT

THE SECOND WATERING.

PLACE MULCH WITHIN 48 HOURS OF

9.

8.

BACKFILL SOIL AT THE SAME DEPTH

WITHIN 12" OF THE TOP OF THE

THE PLANT SHALL BE BACKFILLED TO

IF USED, INTACT. ONCE IN PLACE,

HOLE WITH BURLAP AND WIRE BASKET,

PLANT SHALL BE PLACED IN PLANTING

AS IT WAS GROWN IN THE NURSERY.

SOIL, OR THOROUGHLY COMPACTED

SET PLANT ON UNDISTURBED NATIVE

DIRECTED BY LANDSCAPE ARCHITECT.

PROCEED WITH CORRECTIVE PRUNING AS

SCARIFY SIDES AND BOTTOM OF HOLE.

ROOTBALL. THE BURLAP SHALL BE

BALLED &…