ATTACHMENT H Locations-ForONF-ElecInspProj-CampNesbit-R.pdf

8/25/22, 2:30 PM Kenton Ranger District to Camp Nesbit, US Frst Service Rd 1400, Watton, MI 49970 - Google Maps https://www.google.com/maps/dir/Kenton+Ranger+District/46.4165323,-88.6964203/@46.4673555,-88.9153025,29870m/am=t/data=!3m2!1e3!4b1!4… 1/2

Imagery ©2022 TerraMetrics, Map data ©2022 Google 2 mi

These directions are for planning purposes only. You may �nd that construction projects, Your destination is in a different time zone.Kenton Ranger

District

Kenton, MI 49943

1. Head east on M-28 E toward Harrison St

2. Turn right onto Ontario St

3. Continue onto Sidnaw South Rd

4. Turn left onto Norway Lake Rd

5. Turn right onto US Frst Service Rd 1400

Camp Nesbit

US Frst Service Rd 1400, Watton, MI 49970

9.0 mi

0.1 mi

5.7 mi

1.7 mi

0.4 mi

Drive 17.0 miles, 25 minKenton Ranger District, Kenton, MI 49943 to Camp Nesbit, US Frst Service Rd 1400, Watton, MI 49970

8/25/22, 2:30 PM Kenton Ranger District to Camp Nesbit, US Frst Service Rd 1400, Watton, MI 49970 - Google Maps https://www.google.com/maps/dir/Kenton+Ranger+District/46.4165323,-88.6964203/@46.4673555,-88.9153025,29870m/am=t/data=!3m2!1e3!4b1!4… 2/2 tra�c, weather, or other events may cause conditions to differ from the map results, and you should plan your route accordingly. You must obey all signs or notices regarding your route.

C A M p N

ENVIRONMENTAL EDUCATIONAL

YOUTH CAMP

OTTAWA NATIONAL FOREST

KENTON RANGER DISTRICT

CAMPUS SITE MAP

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US DEPARTMENT

FOREST

OF AGRICULTURE

SERVICE

II

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REGION NINE

BUILDING SITE LOCATION INDEX

BUILDING BUILDING

NO. NAME

"BLUE JAY"

"LOON"

"HAWK"

"BLACK BEAR"

"WHITE TAIL"

"EAGLE"

"BOBCAT"

"OWL"

"OTTER"

"MOOSE"

''WALLEYE"

"WARBLER"

"BOYS BATH"

"GIRLS BATH"

"BOYS/GIRLS

BATH"

"MESS HALL"

"REC HALL"

"FIRST AID"

"CUSTODIAL

DWELLING"

"MESS HALL"

"REC HALL"

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST r� SERVICE

REGION NINE

Drawing Scale

0 30' 60' 90' 120' 180'

240'

Drawn

Checked

CAD Archive No.

Date

2 /25/2010

Plotter Scale

Drawing Sheet No.

G101

Sheet 1 of 12 ericjohnson Typewritten Text ericjohnson Typewritten Text

ABBREVIATIONS

SYMBOLS

& AND

L ANGLE

@ AT

q_ CENTERLINE Ft PROPERTY LINE

# NUMBER

ABBREVIATIONS

A/C AIR CONDITIONING

AB ANCHOR BOLT

ABA ARCHITECTURAL BARRIERS ACT

AC ACOUSTICAL CEILING

ACCU AIR COOLED

CONDENSING UNIT

ACOUST ACOUSTICAL

ACP ACOUSTICAL CEILING PANEL

ACU AIR CONDITIONING UNIT

AD AREA DRAIN

ADA AMERICANS WITH DISABILITIES ACT

ADDL ADDITIONAL

ADDM ADDENDUM

ADJ ADJUSTABLE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AHU AIR HANDLING UNIT

AL ALUMINUM

ALT AL TERNA TE

APPROX APPROXIMATE

ARCH ARCHITECT(URAL)

ASPH ASPHALT

ASSY ASSEMBLY

ATTEN ATTENUATION

AUTO AUTOMATIC

AUX AUXILIARY

AV AUDIO-VISUAL

AVG AVERAGE

AWP ACOUSTICAL WALL PANEL

BD BOARD

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOC BACK OF CURB

BOF BOTTOM OF FOOTING

BOT BOTTOM

BRA BRICK RELIEF ANGLE

BRDG BRIDGING

BRG BEARING

BRK BRICK

BUR BUILT-UP-ROOF

C CONDUIT

CIC CENTER TO CENTER

CAB CABINET

CATV CABLE TELEVISION

CB CATCH BASIN

GEM CEMENT(ITIOUS)

GER CERAMIC

CFCI CONTRACTOR FURNISHED

CONTRACTOR INSTALLED

CFOI CONTRACTOR FURNISHED

OWNER INSTALLED

CG CORNER GUARD

GIP CAST-IN-PLACE

CJ CONTROL JOINT

CKBD CHALKBOARD

CLG CEILING

CLKG CAULKING

CLO CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONG CONCRETE

COND CONDENSATE

CONF CONFERENCE

CONST CONSTRUCT(ION)

CONT CONTINUE, CONTINUOUS

CONTR CONTRACT(OR)

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CU CONDENSING UNIT

CUFT CUBIC FOOT (FEET)

CUYD CUBIC YARD

CUH CABINET UNIT HEATER

CVT CONDUCTIVE VINYL TILE

CW COLD WATER

TOILET ACCESSORIES

EHD ELECTRIC HAND DRYER

FSS FOLDING SHOWER SEAT

SURFACE MOUNTED

GB GRAB BAR

MPH MOP HOLDER

M MIRROR

MWS MIRROR WITH SHELF

NDS SANITARY NAPKIN DISPOSER

SURFACE MOUNTED

DBL

DEMO

DEPT

DF

DIA

DIAG

DIM

DIV

DN

DR

DTL

DWG(S)

E

EA

EC

EF

EJ

ELEC

ELEV

EMER

ENCL

ENGR

EP

EQ

EQUIP

ES

ESMT

EST

ETR

EW

EWC

EXH

EXIST

EXP

EXT

FA

FAB

FACP

FBO

FCO

FCU

FD

FDN

FE

FEC

FF

FFE

FG

FH

FHC

FIN

FL

FLR

FLUOR

FO

FOC

FOF

FOM

FOS

FP

FPB

FR

FS

FT

FTG

FURN

GA

GALV

GC

GEN

GI

GL

GND

GR

GWB

GYP

HB

HC

HDR

HDWD

HDWR

HM

HR

HT

HVAC

HW

NDR

NVS

NVR

PHS

PHR

DOUBLE

DEMOLISH, DEMOLITION

DEPARTMENT

DRINKING FOUNTAIN

DIAMETER

DIAGONAL

DIMENSION

DIVISION

DOWN

DOOR

DETAIL(ED)

DRAWING(S)

EAST

EACH

ELECTRICAL CONTRACT(OR)

EXHAUST FAN

EXPANSION JOINT

ELECTRIC(AL)

ELEVATION

EMERGENCY

ENCLOSE,ENCLOSURE

ENGINEER(ED)

ELECTRIC PANEL

EQUAL(LY)

EQUIPMENT

EXPOSED STRUCTURE

EASEMENT

ESTIMATE(D)

EXISTING TO REMAIN

EACH WAY

ELECTRIC WATER COOLER

EXHAUST

EXISTING

EXPAND(ED), EXPANSION

EXTERIOR

FIRE ALARM

FABRICATE(D)

FIRE ALARM

CONTROL PANEL

FURNISHED BY OTHERS

FLOOR CLEANOUT

FAN COIL UNIT

FLOOR DRAIN

FOUNDATION

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FINISH FLOOR

FINISH FLOOR ELEVATION

FINISH GRADE

FIRE HYDRANT

FIRE HOSE CABINET

FINISH(ED)

FLOWLINE

FLOOR(ING)

FLUORESCENT

FINISHED OPENING

FACE OF CONCRETE

FACE OF FINISH

FACE OF MASONRY

FACE OF STUDS

FIRE PROTECTION

FIBERBOARD

PROTECTION BOARD

FIRE RATED

FLOOR SINK

FOOT, FEET

FOOTING

FURNITURE

GAUGE

GALVANIZE(D)

GENERAL CONTRACTOR

GENERAL

GALVANIZED IRON

GLASS, GLAZE(D), GLAZING

GROUND

GRADE

GYPSUM WALLBOARD

GYPSUM

HOSE BIB

HOLLOW CORE

HEADER

HARDWOOD

HARDWARE

HOLLOW METAL

HOUR

HEIGHT

HEATING, VENTILATING &

AIR CONDITIONING

HOT WATER

SANITARY NAPKIN DISPOSER

RECESSED

SANITARY NAPKIN VENDOR -

SURFACE MOUNTED

SANITARY NAPKIN VENDOR -

RECESSED

TOILET PAPER HOLDER

SURFACE MOUNTED

TOILET PAPER HOLDER

RECESSED

ID INSIDE DIAMETER/DIMENSION

IN INCH(ES)

INFO INFORMATION

INSUL INSULATE(D), INSULATION

INT INTERIOR

INV INVERT

IRRIG IRRIGATE, IRRIGATION

JAN JANITOR

JST JOIST

JT JOINT

KIT KITCHEN

L LONG, LENGTH

LAM LAMINATE(D)

LAV LAVATORY

LBS POUND($)

LDR LEADER

LF LINEAL FOOT

LIN LINEAR, LINEAL

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

L TWT LIGHTWEIGHT

LVL LEVEL

LVR LOUVER

LWC LIGHTWEIGHT CONCRETE

MAINT MAINTENANCE

MAS MASONRY

MATL MATERIAL

MAX MAXIMUM

MC MECHANICAL CONTRACT(OR)

MCJ MASONRY CONTROL JOINT

MECH MECHANICAL

MED MEDIUM

MEZZ MEZZANINE

MFR MANUFACTURE(R)

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MKB MARKERBOARD

MO MASONRY OPENING

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULT MULTIPLE

N NORTH

NIA NOT APPLICABLE

NIC NOT IN CONTRACT

NRG NOISE REDUCTION

COEFFICIENT

NTS NOT TO SCALE

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER/

DIMENSION

OFCI OWNER FURNISHED -

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED -

OWNER INSTALLED

OH OVERHEAD

OHG OVERHANG

OPH OPPOSITE HAND

OPNG OPENING

ORD OVERFLOW ROOF DRAIN

PA PUBLIC ADDRESS

PC PLUMBING CONTRACTOR

PCC PRECAST CONCRETE

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAL FOOT

PNL PANEL

PR PAIR

PREFAB PREFABRICATE(D)

PREFIN PREFINISH(ED)

PREP PREPARE

PROJ PROJECT(ION)

PSF

PSI POUNDS PER SQUARE FOOT

PT POllll'IDS PER SQUARE INCH

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

PVMT PAVEMENT

QT

QTY

RHD

RHS

SCR

SDR

SDS

SHR

SHS

sss

QUARRY TILE

QUANTITY

ROBE HOOK - DOUBLE

ROBE HOOK - SINGLE

SHOWER CURTAIN ROD

SOAP DISPENSER - RECESSED

SOAP DISPENSER - SURFACE

SOAP HOLDER - RECESSED

SOAP HOLDER - SURFACE

STAINLESS STEEL SHELVES

R RISER

RA RETURN AIR

RAD RADIUS

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESS(ED)

REFRIG REFRIGERATOR

REINF REINFORCE(D)(ING)

REQD REQUIRED

RESIL RESILIENT

REV REVISE(D), REVISION,

RSR RISER

RM ROOM

RO ROUGH OPENING

ROW RIGHT OF WAY

RT RESILIENT TILE

S SOUTH

SIS STAINLESS STEEL

SC SOLID CORE

SCH ED SCHEDULE

SECT SECTION

SHT SHEET

SHTHG SHEATHING

SHWR SHOWER

SIM SIMILAR

SPEC(S) SPECIFICATION($)

SPKR SPEAKER

SQ SQUARE

SQFT SQUARE FOOT(FEET),

SQIN SQUARE INCH(ES)

SQYD SQUARE YARD(S)

ST STREET

STC SOUND TRANSMISSION

CLASSIFICATION

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURE,STRUCTURAL

SUSP SUSPENDED

SW SIDEWALK

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

THK THICK(NESS)

TKB TACKBOARD

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CURB

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOW TOP OF WALL

TRDS TREADS

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

UL UNDERWRITER'S

LABORATORIES

UNO UNLESS NOTED OTHERWISE

US URINAL SCREEN

UTIL UTILITY

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VTR VENT THROUGH ROOF

W WEST

WI WITH

WIO WITHOUT

WC WATER CLOSET

WD WOOD

WH WATER HEATER

WIN WINDOW

WP WEATHERPROOF(ING)

WR WATER RESISTANT

WT WEIGHT

WWF WELDED WIRE FABRIC

TB

TDR

TDS

TDWR

TDWS

TOWEL BAR

TOWEL DISPENSER - RECESSED

TOWEL DISPENSER - SURFACE

TOWEL DISPENSER/DISPOSER -

RECESSED

TOWEL DISPENSER/DISPOSER -

SURFACE

GENERAL NOTES

STRUCTURAL NOTES

150 PCF

3,500 PSI

4,000 PSI

CONCRETE UNIT WEIGHT

CONCRETE FOOTINGS F'c CONCRETE WALLS & FLATWORK F'c REINFORCING STEEL fy 60,000 PSI (GR. 60)

MINIMUM CONCRETE COVER TABLE

CAST AGAINST AND EXPOSED TO EARTH

EXPOSED TO EARTH OR WEATHER

NO. 6 THRU NO. 18

NO. 5 AND SMALLER

NOT EXPOSED TO EARTH OR WEATHER

NO. 14 THRU NO. 18

NO. 11 AND SMALLER

BEAMS & COLUMNS

SHELLS & FOLDED PLATE MEMBERS

NO. 6 AND LARGER

NO. 5 AND SMALLER

INCHES

3.0

2.0 1.5

1.5 0.75 1.5

0.75 0.5

• ALL WOODEN MEMBERS INCLUDING RAMP FLOOR FRM'G, FLOOR PLANKS & ASSOCIATED

RAMP GUARDRAILS & HANDRAILS TO BE WEATHER TREATED, AND STAINED.

• ALL FASTENERS USED IN TREATED WOOD SHALL BE HOT DIPPED GALVANIZED, IN

COMPLIANCE WITH ASTM A 153 OR STAINLESS STEEL.

STAIR DESIGN REQUIREMENTS

DIMENSION

• MAX. STAIR RISER ALLOWED

• MIN. STAIR TREAD ALLOWED

• MIN. CLEAR WIDTH ALLOWED

• T.O. OF GUARDRAIL HEIGHT

• T.O. OF HANDRAILS HEIGHT

• MIN. HANDRAIL EXTENSIONS

• MAX. CLEAR SPACE

BETWEEN BALLUSTERS

MATERIALS LEGEND

111-111�

I . I rn

EARTH

SAND, PLASTER, OR GROUT

GRAVEL

CONCRETE

INCHES

= 7"

= 11"

= 3'-0" BETWEEN

HANDRAILS

= MIN.3'-6" AFF

= 2'-1 O" AFF

= 1'-0" @ TOP & BOT.

OF ALL NEW STAIRS

= 4" v2:ZI

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FZ½I

CONCRETE MASONRY UNIT (C.M.U.)

BRICK

K\§§§§�

1><1

1�1

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IMMYI

CUT LIMESTONE

STEEL/WOOD STUDS

RIGID INSULATION

BATT. INSULATION

1111111111111 t ((((( (( ( ( ( (I

STEEL

GYPSUM BOARD

WOOD, FINISHED

WOOD BLOCKING

WOOD SHIM

PLYWOOD

ACOUSTICAL CEILING TILES (A.C.T.)

SEALANT

COMPRESSIBLE FILLER

GENERAL SYMBOLS

NEWDOOR

E"\ NF\-\/ i,1C'.J� µ -====-=--=-���---,------- Sf-f- l)OOk '-;C:H- )U f-

�------ l) -;=-:_: :._,l�.j CH- \IIUV

D=TA _ NIJ'-/D=R

INTERIOR ELEVATION CALLOUT

SI l[[T l'l:J. 1:JR L:JC."Tl'.J\ OF DET.l ll

$ FLOOR LEVEL --------

EL. 100'-0"

1r=v1 :o= 1·1� vPnK=D

ELEVATION MARKER

ii\ S [[) [l[✓ATC!H

ROOM--_________ R:JJJ,:I '1/\1./f

ROOM NO. IDENTIFICATION

I :""§.______ R:J:Jl•:I \I:) SH- RC0\11 f- \ISH --------- SClll l)U I

WALL TYPE REFERENCE

�------ •/1.".LL 3Ell,C REFC:'E\CED

-r------1------- R='-/IS O\J �.JO.

REVISION

______ A.RC:A. BEll·IC 'ic\/1:'ED

RAMP DESIGN - SEE SHEET A200

• MAX. SLOPE ALLOWED

• MIN. CLEAR WIDTH ALLOWED

HANDRAILS

• MAX. SINGLE RUN LENGTH

• T.O. OF GUARDRAIL HEIGHT

• T. 0. OF HANDRAIL HEIGHT

• MIN. HANDRAIL EXTENSIONS

OF NEW RAMPS

• MAX. CLEAR SPACE BETWEEN

BALLUSTERS

RAMP LANDINGS

• TOP LANDING DESIGN REQT'S

= 1:12

= 3'-0" BTWN.

= 30'

= MIN.3'-6" A.F.F.

= 2'-10" A.F.F.

= MIN. 1'-0"@ TOP & BOT.

= 4"

- MIN. CLEAR WIDTH ALLOWED = 5'-0" x 5'-0" CLEAR

- MAX. DOOR THRESHOLD = ½"

ALLOWED

"" CONTRACTOR TO FIELD VERIFY ALL EXISTING DOOR

HEIGHTS & LOCATIONS

• INTERMEDIATE LANDING DESIGN REQT'S

- MIN. CLEAR WIDTH = 3'-0" BETWEEN

ALLOWED HANDRAILS

- MIN.LANDING DEPTH = 5'-0" IN DIRECTION

ALLOWED OF TRAVEL

FLOOR PLAN SYMBOLS

::::J C:

::::::r t::

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW WALL

NEW DOOR-

SEE DOOR SCHEDULE

EXISTING DOOR TO

REMAIN

EXISTING DOOR TO

BE REMOVED

,,,,---. CHEQUAMEGON BAY

◄ ENGINEERING, INC.

0 CBE 2tf2.N1�

Designer

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue

REGION NINE

Date

Drawing Ti'tle

Abbreviations & Symbols

Drawn

Checked

CAD Archive No.

Date

2 /25/2010

Plotter Scale

Drawing Sheet No.

G102

Sheet 2 of 12

1. For Reference & General Locations for 2023 ONF - Rec Electric Inspections Project.

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PLAYGROUND

AREA

-SHED

ROPE- GOUR�

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P ------E _____

5�34�·-e:""

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�53B

----,.:;;::----�-- p - I 1] EL 1537/1536 7S86' _.Y--.

ABANDONED BURIED FUE"L �ANK 1 �

(1940) (19�

CURRENT DRAIN FIELD

--_\(2003)

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2, 1000 GA

ABANDONED DRAIN FIELDS

TANKS /

'vi

80' • 3" DIA PE

1 � �600 co AMP PAN

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F;

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WATER.LIN�

HIGH PPINT

EL 1538/1537

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LEGEND

Fw WILDFIRE WATERLINES

'vi WATER LINES p TELEPHONE LINES

E UNDERGROUND ELECTRIC

-s s - SEWAGE LINES

® DRINKING FOUNTAIN

® WILD FIRE HYDRANT

@ DAYLIGHT DRAIN

@ WELL

® ELECTRIC TRANSFORMER

(2) VALVE

TRANSFORMER (1992) = SEPTIC TANK

I f:, 0 PHONE PEDESTAL

� PROPANE TANK

E ... <:,'1-

'I, __£__----E ------ P

� -----=--::------- E

DRAIN FIELD

(2003)

2, 1000 GAL

TANKS

u---::=�-- 'viw200' • 2" DIA PE

EL. 1537/1534

----E

PLAY AREA

----E R1402

----p

_F _/\ 1 �tt-t---t-q 4",----:;;;c--_LJ,.::.__�--I�- E

IA, � MESS HAL' J ---;:lc==A:::iBA-. -- E i

1 DRAIN FIELDS

I (1940)

(2),1000 GAL TANKS ®

WATERLINE

LOW POINT

EL. 1538/1531

EL. 1538/1537

IELD

I

180' - 3w DIA. PE Fl,/

4,, Rl,C.

, 'C f'LAG POI '-<' M '6.

1 \

�t'!!

1;'v/ --;::::---- D

----- EL.1530

Fw 240' · 3" DIA f'E,----__,',-;.SLAB EL 1528

WATERLINE EL. 1526

SUCTION LINE EL. 1520

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ABANDONED

:iJ> t()/

ILDFIRE SUPPRESSION SYSTEM

I I C/)

C/)

2"PIPE,

ENTERS 7' FROM CORNER / � \

EL.1538/1537 ( .,.�v 1 ,<:J /4, I /

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EL. 1527

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NOTES:

PUMP AND STORAGE CABINET

150' - 3" DIA. PE

41 SUCTION PIPE

SUCTION INLET EL 1518\

NESBIT LAKE- ELEVATION 1523

1) ELEVATIONS GIVEN IN PAIRS OF GROUND EL,/ INVERT EL

2) UNDERGROUND PROPANE GAS LINES ARE NOT SHOWN,

I

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I

I

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

CHEQUAMEGON BAY

ENGINEERING, INC.

PHONE: (715) 682-6004

FAX (715) 682-B025

Designer

@CBE2tfffl1� MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i

SERVICE

I I ' '

REGION NINE

Drawing Ti'tle

Site Utility Plan

Drawing Scale

0 50' 100' 150'

Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date G103 2 /25/2010

Plotter Scale Sheet 3 of 12

1· = 50'

C

I I I f

I I I I

I I I I f

I I I I L

--B

I

ROOFLINE (ABOVE)

5•.3• (±)

EXJST.

12·-o· (:tJ

EXJST.

L

6'-9" (±)

EXJST.

24'-0" (±)

EXIST.

--,j'--

24 '-0" (:tJ

EXIST.

12·-o· <:tJ 7 EXJST�OOFLINE (ABOVE) 7,--,s;_---i---Jrl

II'- / '- /II

I I )."'(

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II/ ,II/ ,11

6'-9" (±)

EXIST.

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-Jrl 11'-

11 � I I/ I I

5'-3"(±)

JEXJST.

DEMOLITION FLOOR PLAN

BUILDING NO. 13 ('BOYS BATH?

SCALE: 114" = 1 '-0"

GENERAL DEMO NOTES

• ALL DEMOLITION WORK TO BE BY GENERAL CONTRACTOR

UNLESS NOTED OTHERWISE.

• GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS

& LOCATIONS OF ALL EXISTING CONDITIONS, INCLUDING

DOORS & WALLS. ANY DISCREPANCIES TO BE REPORTED &

REVIEWED BY THE CONTRACT OFFICER PRIOR TO THE

START OF WORK.

• GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL

EXISTING UTILITIES PRIOR TO THE START OF WORK.

• BEFORE COMMENCING WITH DEMOLITION WORK, VERIFY wl

OWNER ANY ITEMS THAT ARE TO BE SAVED & SALVAGED

FOR REUSE.

• WHERE REMOVAL OF EXISTING PIPES, CONDUIT,

DUCTWORK, ETC. HAS OCCURRED, FILL & PATCH ALL VOIDS

& OPENINGS TO MATCH CONSTRUCTION OF ADJACENT

SURFACES.

• GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION

WORK wl NEW CONSTRUCTION PLANS.

• ALL DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF

OFF GOVERNMENT PROPERTY.

PHASE 1 WORK:

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

PHASE 1 WORK:

PROVIDE NEW ASPHALT

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE

NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

DEMOLITION KEYNOTES

0 REMOVE EXISTING DOOR & FRAME.

0 REMOVE EXISTING WALL IN ITS ENTIRETY FROM FLOOR TO STRUCTURE

ABOVE.

0 REMOVE EXISTING CASEWORK & CABINETRY IN ITS ENTIRETY.

0 REMOVE EXISTING CEILING FINISHES IN ITS ENTIRETY.

0 REMOVE EXISTING CONCRETE FLOOR SLAB IN ITS ENTIRETY INCLUDING

ALL STRIP FOOTINGS UNDER INTERIOR WALLS & PREPARE SUBSURFACE

TO RECEIVE NEW FLOOR.

0 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY, INCLUDING

ALL ASSOCIATED PIPING. WATER SUPPLY & WASTE WILL BE NEW, SEE

PLUMBING PLANS.

0 REMOVE EXISTING TOILET ROOM PARTITIONS &ASSOCIATED

ACCESSORIES, INCLUDING ALL GRAB BARS, TOILET PAPER

DISPENSERS, ETC.

0 REMOVE EXISTING WATER HEATER IN ITS ENTIRETY, INCLUDING ALL

ASSOCIATED PIPING.

0 REMOVE EXISTING INTERIOR WALL FINISH & ASSOCIATED BASE. SEE

ROOM FINISH SCHEDULE FOR NEW FINISHES.

0 REMOVE EXISTING HEATER, WIRING AND GAS PIPING.

,,-- UNIT PRICE WORK:

REPOINT EXISTING EXTERIOR.

STONE MASONRY. SEE

SPECIFICATIONS FOR DETAILS.

TOTAL AREA= 16 Sq. FT.

DD□□

I

I

I

I I t-_-_-_-_-_-_J_I _

PHASE 1 WORK:

NEW CONCRETE STOOP - SEE

SHEET S200 FOR DETAILS

EXTERIOR BUILDING ELEVATION

SCALE: 114" = 1'-0"

J $ FFE = 100'-0"

EXISTING GRADE

EL.= 99'-7" (±)

,__ _____ EXISTING FOUNDATION

TO REMAIN

l $ B.O. FOOTING

EL.= 94'-11" (±)

a_ 0 • 1-

5' � z b -

��"-0

:,: uz w

5'-6"

A1

SHOWER

AREA

I 13s I

0 FD

3•.o·

II '-"II '

II

II

II

II

II

4'-0"

24'-0" (±)

EXIST.

3'-4"

,7 ,7

LJ

O

LJ

17 FD /

LJ '"--��

MECH. /Iv-�_,, ! 13D !

B2

ROOFLINE (ABOVE)

b

O FD

8 !ii MIN.

I 36x48

I ll

CLR. II

I SPACE I

ll

II

�=i=::j=����;:'.:���;;��:.../ s· g�� l

�E.u ---u� t j =====t:===:::::'.:::::J�

1 [ICll] � [1□1] :

TOILETS � ..

I 13C I

I �-'-

I TURNING

I1-+-<IB1

jl!j;c;�;;;c2::!I/

1'-4" \ 3'-6·

ENTRY

! 13A I

I 30x48 11 30x48 ,t

I CLR. II CLR. / I

I SPACE 11 SPACE I I

60"

TIJRNING

RADIUS

\ RADIUS

4'-2" (±) 4'-10"

L __ _JL __ \_J

5'-8" 4'-:it" (±) /

ROOFLINE_(ABOVE)_

9'-8" (±)

I I

_J

EHD-1 EHD-1

I I I

1"-6" ,l<--'-----,f' MIN.

CONC.STOOP

24'-0" (±)

EXIST.

8'-10" (±)

NEW CONSTRUCTION FLOOR PLAN

BUILDING NO. 13 ('BOYS BATH?

SCALE: 114" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

GENERAL PLAN NOTES TYPICAL PLAN SYMBOLS

• GENERAL CONTRACTOR RESPONSIBLE FOR FIELD

VERIFYING ALL EXISTING CONDITIONS & DIMENSIONS.

• ALL CMU WALLS ARE DIMENSIONED FACE-TO-FACE

• ALL NEW WALLS TO EXTEND TO ROOF STRUCTURE

UNLESS NOTED OTHERWISE.

I

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR-

E

9"' -

• PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL

FURNISHINGS & EQUIPMENT.

f'\ SEE DOOR SCHEDULE

• SEE SHEET A700 FOR DOOR SCHEDULE, DOOR TYPES &

ASSOCIATED DETAILS.

• SEE SHEET A701 FOR ROOM FINISHES SCHEDULE,

PARTITION TYPES, & ASSOCIATED DETAILS.

• SEE SPECIFICATIONS FOR MATERIALS SPECIFICATIONS

& REQUIREMENTS.

jr' I

0--

EXISTING DOOR TO

REMAIN

EXISTING DOOR TO

BE REMOVED

NEW WALL TYPE

SEE SHEET A701

� - PHASE 1 WORK:

w

EXISTING CHIMNEY

STACK TO REMAIN ti

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

I I I I I I I I I I I I I I

I I I I I I I I

C, l 12·-o· (:tJ

EXJST.

I I I I I I I I

I I I I I I I I I I I I I I I I

24'.()" (±) -

EXIST.

EXISTING ROOF LINE (TYP.)

I I I I I I I I I I I

I I I I I I I I I I I I

12·-o· (:tJ

EXJST.

I I I I I I I I I I I I I I I I I

I I r-1- .....!..,.....!.. ,--...l...,�...!... ...!... .l.....,...L..!..,_ .!,_I_ 1_1 ___ 1.....!, _ .,.....!..,--...l...l....l...,...!... ...!....L. __ ,!_I __ 11 I

. EXISTING WALL BELOW (TVP.) .

I i I _;_ I I

I I I I I I ,I I I

I I I I I I I I I I ,I I

I i I I I I

--+-H!_--+1-+l-+I+ □ ....!, +-��I-I�� -�4-�+1-+1++-+-t-!---i-!--I--:+.!...

1 \ 11 1 I I I I I I I 1 1 I EXISTING ROOF RIDGE LINE I I I I I 1 1 1 I I I 1

11 I ' I I I I I ,, ' '

I I ,, I ' 11

I I I I I I 11 8 I I I I I 11 I I I I

II I I I I II� B I I I I II I I I

I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1

I I

::/::I

-/_I_ z >- 1:::r:n:=::cr::::::=::::::r:: i;;t; a. r::=r::::::o==:::::=:::r::=::::::c::=r::::::o==:::::=:::r:::==n::::1 i:::r:J:+;:=:::r:;::r::;=r;::r:;: � I II I I I I I I I I I j1' I I I I I I I I I I 1

PHASE 2 WORK:

PROVIDE NEW ASPHALT

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE

- SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS

/ II II I I I I II I

j

EXISTING ROOF LINE

(TVP.)

5•.3• (±) ------,!<EXIST.

EXISTING WALL BELOW (TVP.)--- --

I I I I I I I I I I I I I

6'-9" (±)

EXIST.

I I 1 I I I I

I 11 I

24'.()" (±)

EXIST.

I I I

6'-9" (±)

EXIST.

NEW CONSTRUCTION ROOF PLAN

BUILDING NO. 13 ('BOYS BATH?

I I I '

I I I I I I I I

EXISTING ROOF LINE

(TVP.)

,,___ 5'-3" (t) _J

EXJST. _J

SCALE: 114" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

GENERAL ROOF PLAN NOTES

• ALL ROOFING & ASSOCIATED WORK TO BE INSTALLED PER

MANUFACTURER'S DETAILS & REQUIREMENTS. PROVIDE

ALL MATERIALS & ACCESSORIES REQUIRED TO PROVIDE A

COMPLETE & WATERTIGHT SYSTEM. SEE SPECIFICATIONS

FOR PRODUCT REQUIREMENTS.

EXISTING SHINGLES AND UNDERLAYMET TO BE REMOVED,

AND EXISTING SHEATHING PATCHED AS REQUIRED ON A

UNIT PRICE BASIS PRIOR TO NEW ROOFING INSTALLATION.

ROOFING CONTRACTOR TO VERIFY ALL NEW FINISHES &

COLORS PRIOR TO BEGINNING OF ANY WORK.

ROOFING CONTRACTOR TO PROVIDE NEW ROOF

FLASHING AT ALL NEW & EXIST. ROOF PENETRATIONS,

INCLUDING ALL CHIMNEY STACKS, VENTS, ETC.

ROOFING CONTRACTOR TO PROVIDE & INSTALL NEW

ROOF DRIP EDGES AT ALL EXISTING ROOF EDGES. MATCH

EXISTING COLOR AND FINISH.

• PROVIDE (2) LAYERS OF ICE & WATER SHIELD AT ALL

EAVES, VALLEYS AND AS RECOMMENDED BY

MANUFACTURER. ICE & WATER SHIELD SHALL EXTEND

FROM EAVES TO A MIN. 24" INSIDE THE INTERIOR FACE OF

THE FINISHED EXTERIOR WALL.

PHASE 1 WORK:

NEW ASPHALT SHINGLED

ROOF, ZINC STRIP AT RIDG E

I II I

: i :

I I II I

: i:

I I I ''\ 1 I I I I I i i i ! i i i i i I I I I I I

PHASE 1 WORK: -

FLASHING AT EXISTING =-�•oo=e �

CHIMNEY STACK

El I I I I I I I I I I

I I I I I i : i: i : i: i : I I I I I

I I I II I

I I I I I I I I I I I I I I I I I i : i: : i: i : : i : i: i I I I I I I I I

I I I I I II I I

i: i : i:

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

DD 8 8 DD DD□

I I I I

L _____ _J_

PHASE 1 WORK:

NEW CONCRETE STOOP -

SEE SHEET S200 FOR

DETAILS

EXTERIOR BUILDING ELEVATION

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

J

PHASE 1 WORK:

OR NEW EXTERIOR DO

DOOR TO BE PROV

SEE DOOR SCHEDU

FOR REQ'TS (TVP)

IDED.

LE

$FFE= 100

L

EXISTING GR.ADE

EL. = 99'-7" (±)

---- EXISTING-----•

FOUNDATION

l

TO REMAIN

.t-, B.O. FOOTING Cjii EL.= 94'-11" (±)

EXTERIOR BUILDING ELEVATION

I I I II I

: i: i

I I I I I I II I I

i: i : i: i

I I I I I I I I I I l

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 25B-B154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i.

SERVICE

I I ' ' ' '

' ----.a"'-'-""" '

REGION NINE

Drawing Ti'tle

Building No. 13 ('Boy's Bath') Floor Plans & Elevations

Drawing Scale

0 1' 2' 4' 6' 8' 12' - - -- - -

Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date A113

2/25/2010 Plotter Scale Sheet 4 of 12

C

I I I f

I I I I

I I I I f

I I I I L

--B

ROOFLINE (ABOVE)

5'-3" (±)

EXJST.

12·-o· (±)

EXJST.

L

6'-9" (±)

EXJST.

24'-0" (±)

EXIST.

24'-0" (±)

EXIST.

12·-o· (±) 7

EXJST�OOFLINE (ABOVE) 7

,--,s;_ ---i---Jl7

II'- / '- /I I

I I )."'( 9

)."'( I I

II / ,II/ ,11

6'-9" (±)

EXIST.

I

I

_,I_]

II

II

II

5'-3"(±J

JEXJST.

I wz:::,�

DEMOLITION FLOOR PLAN

BUILDING NO. 14 ('GIRLS BATH7

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

GENERAL DEMO NOTES

• ALL DEMOLITION WORK TO BE BY GENERAL CONTRACTOR

UNLESS NOTED OTHERWISE.

• GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS

& LOCATIONS OF ALL EXISTING CONDITIONS, INCLUDING

DOORS & WALLS. ANY DISCREPANCIES TO BE REPORTED &

REVIEWED BY THE CONTRACT OFFICER PRIOR TO THE

START OF WORK.

• GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL

EXISTING UTILITIES PRIOR TO THE START OF WORK.

• BEFORE COMMENCING WITH DEMOLITION WORK, VERIFY w/

OWNER ANY ITEMS THAT ARE TO BE SAVED & SALVAGED

FOR REUSE.

• WHERE REMOVAL OF EXISTING PIPES, CONDUIT.

DUCTWORK, ETC. HAS OCCURRED, FILL & PATCH ALL VOIDS

& OPENINGS TO MATCH CONSTRUCTION OF ADJACENT

SURFACES.

• GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION

WORK wl NEW CONSTRUCTION PLANS.

• ALL DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF

OFF GOVERNMENT PROPERTY.

PHASE 1 WORK:

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

PHASE 1 WORK:

PROVIDE NEW ASPHALT

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE

NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

DEMOLITION KEYNOTES

0 REMOVE EXISTING DOOR & FRAME.

0 REMOVE EXISTING WALL IN ITS ENTIRETY FROM FLOOR TO STRUCTURE

ABOVE.

0 REMOVE EXISTING CASEWORK & CABINETRY IN ITS ENTIRETY.

0 REMOVE EXISTING CEILING FINISHES IN ITS ENTIRETY.

0 REMOVE EXISTING CONCRETE FLOOR SLAB IN ITS ENTIRETY INCLUDING

ALL STRIP FOOTINGS UNDER INTERIOR WALLS & PREPARE SUBSURFACE

TO RECEIVE NEW FLOOR.

0 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY, INCLUDING

ALL ASSOCIATED PIPING. WATER SUPPLY & WASTE WILL BE NEW, SEE

PLUMBING PLANS.

0 REMOVE EXISTING TOILET ROOM PARTITIONS &ASSOCIATED

ACCESSORIES, INCLUDING ALL GRAB BARS, TOILET PAPER

DISPENSERS, ETC.

0 REMOVE EXISTING WATER HEATER IN ITS ENTIRETY, INCLUDING ALL

ASSOCIATED PIPING.

0 REMOVE EXISTING INTERIOR WALL FINISH & ASSOCIATED BASE. SEE

ROOM FINISH SCHEDULE FOR NEW FINISHES.

0 REMOVE EXISTING HEATER, WIRING AND GAS PIPING.

_,,,-- UNIT PRICE WORK:

REPOINT EXISTING EXTERIOR

STONE MASONRY. SEE

SPECIFICATIONS FOR DETAILS.

TOTAL AREA= 16 Sq. FT.

DD□□

I I I I I t-_-_-_-_-_-_J_I _

PHASE 1 WORK:

NEW CONCRETE STOOP - SEE

SHEET S200 FOR DETAILS

EXTERIOR BUILDING ELEVATION

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

J $ FFE = 100'-0"

EXISTING GRADE

EL.= 99'-7" (±)

,__ _____ EXISTING FOUNDATION

TO REMAIN

l $ B.O. FOOTING

EL.= 94'-11" (±)

OPP.

5'-6"

24'-0" (±)

EXIST.

4'-0" 3'-4"

I

II� 83 I I /

:: .,, I LJOLJ

�''tJ /r7 r7

:: B2

/17 FD /

II 1"--��

•�====::::::t:::::::t:====

L J MECH. )

SHOWER :�-, ' /.·

I 14D ! / :,: uz w

AREA :: "'-,,/ t / 1 I 14B I II �� \k

ROOFLINE (ABOVE)

1r-+ E ,-: • ., C, �-· b-·

II ==::::;;;::::a-� l 12'-0" (±)

EXJST.

I I II I I I I

I I I I I I II I I I I I II I

24'-()" (±)

EXIST.

EXISTING ROOF LINE (TYP.)

I I I I II I I I I I

I I I II I I

I I II I

12'-0" (±)

EXJST.

I I I I II I I I II I I II I I

I I r-1- .....!..,.....!.. ,--...l...,�...!... ...!... .l.....,...L..!..,_ .!,_I_ 1_1 ___ 1.....!, _ .,.....!..,--...l...l....l...,...!... ...!....L. __ ,!_I __ 11 I �

' EXISTING WALL BELOW (TYP.) .

I i I _;_ I I

I I I I I I ,I I I

I I I I I I I I I I ,I I

I i I I I I

OFD " ::/// � / �---- /0 � OFD i �����-H====�;�,�+=t==�=•;�=

=il:;/�/=:;�=/;�/(,t:L;:::.-11� l:; � - T -10-��i

T _j ___ --- ;•

I 36x48 " i 11�: '--"(I / 6" DROPPED / D / 1 /

� E o • "'

1--1-'-e-l--' -½''_1,_ 1_-½-,'.1_,. ,,. -.... _'_1'_-'--c-, 1 EXISTING ROOF RIDGE LINE 1 1 I I I 1 1 1 I 1 1

11 1 I I I I I �

-,--L

-,--L��..L.,-- -� -___,_--1,,----rl ' a_

9cn LQ c.j z

I CLR. I:: 1/1--CEILINSABOVE- I � c, �

SPA�

" I 11 - ll-+-<IB1 I g 11 g I / - - '0"���"&-t-

, . • / I II ,t so" ' I L6!l!. _ _ _ ENTRY I 30x46 11 30x4B / I TURNING \

I TURNING 1'-4" \ 3'-6' I 14A ! I CLR 11 CLR / I RADIUS \

\ RADIUS SPACE SPACE /

\ 4'-2" (+) I 6_b 4'-10' 4'-4'

L --i.io' --\J, � 4•-:it• (±) /

'-...... __ ,..,...f

ROOFLINE_(ABOVE)_

9'-8" (±) 5'-6"

I, EHD-1 EHD-1

I I I r 1·-s"

MIN.

CONC. STOOP

24'-0" (±)

EXIST.

8'-10" (±)

NEW CONSTRUCTION FLOOR PLAN

BUILDING NO. 14 ('GIRLS BATH7

SCALE: 114" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

f wz:::,�

GENERAL PLAN NOTES TYPICAL PLAN SYMBOLS

• GENERAL CONTRACTOR RESPONSIBLE FOR FIELD

VERIFYING ALL EXISTING CONDITIONS & DIMENSIONS.

• ALL CMU WALLS ARE DIMENSIONED FACE-TO-FACE

• ALL NEW WALLS TO EXTEND TO ROOF STRUCTURE

UNLESS NOTED OTHERWISE.

• PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL

FURNISHINGS & EQUIPMENT.

• SEE SHEET A700 FOR DOOR SCHEDULE, DOOR TYPES &

ASSOCIATED DETAILS.

• SEE SHEET A701 FOR ROOM FINISHES SCHEDULE,

PARTITION TYPES, & ASSOCIATED DETAILS.

• SEE SPECIFICATIONS FOR MATERIALS SPECIFICATIONS

& REQUIREMENTS.

I f'\ jr" I

0--

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR-

SEE DOOR SCHEDULE

EXISTING DOOR TO

REMAIN

EXISTING DOOR TO

BE REMOVED

NEW WALL TYPE

SEE SHEET A701

� - PHASE 1 WORK:

EXISTING CHIMNEY

STACK TO REMAIN ti

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

I I I I I I I I I I I I I I 11 1 I I I I I I I I

' I ,, I ' 1, I I I I I I 11 8 I I I I I 11 I I I I II I I I I II� B I I I I II I I I z 1-

I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1

' I

=l:::r -I_[_

1:::r:n:=::cr::::::=::::::r:: i;;t; a. r::=r::::::o==:::::=::r:=::::::c::=r::::o==:::::=:::r:::==n::::1 i:::r:J:+;:=:::r:;::r::;=r;::r:;: � I II I I I I I I I I I j1' I I I I I I I I I I 1

EXISTING WALL BELOW (TYP.)

I' I '

/ II

11 11 I I I I 11 I I I I I I I I I I I I I II I , I I I I I ' I I I I I I I I I

PHASE 2 WORK:

PROVIDE NEW ASPHALT

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE

- SEE SPECIFICATIONS FOR

ADDITIONAL REQUIREMENTS j

EXISTING ROOF LINE

(TIP.)

5•.3• (±)

EXIST.

6'-9" (±)

EXIST.

I 11 I

24'-()" (±)

EXIST.

6'-9" (±)

EXIST.

NEW CONSTRUCTION ROOF PLAN

BUILDING NO. 14 ('GIRLS BATH7

EXISTING ROOF LINE

(TYP.)

5'-3" (±)

_J

EXJST. _J

SCALE: 1/4" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

GENERAL ROOF PLAN NOTES

• ALL ROOFING & ASSOCIATED WORK TO BE INSTALLED PER

MANUFACTURER'S DETAILS & REQUIREMENTS. PROVIDE

ALL MATERIALS & ACCESSORIES REQUIRED TO PROVIDE A

COMPLETE & WATERTIGHT SYSTEM. SEE SPECIFICATIONS

FOR PRODUCT REQUIREMENTS.

EXISTING SHINGLES AND UNDERLAYMET TO BE REMOVED,

AND EXISTING SHEATHING PATCHED AS REQUIRED ON A

UNIT PRICE BASIS PRIOR TO NEW ROOFING INSTALLATION.

ROOFING CONTRACTOR TO VERIFY ALL NEW FINISHES &

COLORS PRIOR TO BEGINNING OF ANY WORK.

ROOFING CONTRACTOR TO PROVIDE NEW ROOF

FLASHING AT ALL NEW & EXIST. ROOF PENETRATIONS,

INCLUDING ALL CHIMNEY STACKS, VENTS, ETC.

ROOFING CONTRACTOR TO PROVIDE & INSTALL NEW

ROOF DRIP EDGES AT ALL EXISTING ROOF EDGES. MATCH

EXISTING COLOR AND FINISH.

• PROVIDE (2) LAYERS OF ICE & WATER SHIELD AT ALL

EAVES, VALLEYS AND AS RECOMMENDED BY

MANUFACTURER. ICE & WATER SHIELD SHALL EXTEND

FROM EAVES TO A MIN. 24" INSIDE THE INTERIOR FACE OF

THE FINISHED EXTERIOR WALL.

PHASE 1 WORK:

NEW ASPHALT SHINGLED

ROOF, ZINC STRIP AT RIDG E

I II I

: i :

I I II I

: i:

I I I ''\ 1 I I I I I i i i ! i i i i i I I I I I I

PHASE 1 WORK: -

FLASHING AT EXISTING =

-�•oo=e �

CHIMNEY STACK

El I I I I I I I I I I

I I I I I i : i: i : i: i : I I I I I

I I I II I

I I I I I I I I I I I I I I I I I i : i: : i: i : : i : i: i I I I I I I I I

I I I I I II I I

i: i : i:

I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

DD 8 8 DD DD□

I I I I

L _____ _J_

PHASE 1 WORK:

NEW CONCRETE STOOP -

SEE SHEET S200 FOR

DETAILS

EXTERIOR BUILDING ELEVATION

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

J

PHASE 1 WORK:

OR NEW EXTERIOR DO

DOOR TO BE PROV

SEE DOOR SCHEDU

FOR REQ'TS (TYP)

IDEO.

LE

$FFE= 100

L

EXISTING GRADE

EL. = 99'-7" (±)

---- EXISTING-----'

FOUNDATION

l

TO REMAIN

.t-, B.O. FOOTING Cjii EL.= 94'-11" (±)

EXTERIOR BUILDING ELEVATION

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

I I I II I

: i: i

I I I I I I II I I

i: i : i: i

I I I I I I I I I I

L

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 25B-B154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i.

SERVICE

I I

' ----._a-"-,_...- '

REGION NINE

Drawing Ti'tle

Building No. 14 ('Girls Bath') Floor Plans & Elevations

Drawing Scale

0 1' 2' 4' 6' 8' 12'- - -- - -

Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date A114

Plotter Scale Sheet 5 of 12

:;:r I'"' :"" "' C, �·' "' t!: '"' t �w•

!!! C, "- 0 ., � 0 Sil .. [;!-..

El'"' . "'

R0OFLINE_(AB0VE)_

12·-o· (:l:J

EXIST.

L5•.3• (±)--------;<-

L

EXIST.

6'-9" (±)

EXIST.

24'--0" (±)

EXIST.

24'--0" (:I:}

EXIST.

6'-9" (±)

EXIST.

12'-0"(:l:} 7

EXIST

OOFLINE (ABOVE

) 7

--,l'--------5•.3• (±) _J EXIST.

l

DEMOLITION FLOOR PLAN

BUILDING NO. 15 ('BOYS/GIRLS BATH?

SCALE: 114" = 1'-0"

GENERAL DEMO NOTES

• ALL DEMOLITION WORK TO BE BY GENERAL CONTRACTOR

UNLESS NOTED OTHERWISE.

• GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS

& LOCATIONS OF ALL EXISTING CONDITIONS, INCLUDING

DOORS & WALLS. ANY DISCREPANCIES TO BE REPORTED &

REVIEWED BY THE CONTRACT OFFICER PRIOR TO THE

START OF WORK.

• GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL

EXISTING UTILITIES PRIOR TO THE START OF WORK.

• BEFORE COMMENCING WITH DEMOLITION WORK, VERIFY wl

OWNER ANY ITEMS THAT ARE TO BE SAVED & SALVAGED

FOR REUSE.

• WHERE REMOVAL OF EXISTING PIPES, CONDUIT,

DUCTWORK, ETC. HAS OCCURRED, FILL & PATCH ALL VOIDS

& OPENINGS TO MATCH CONSTRUCTION OF ADJACENT

SURFACES.

• GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION

WORK wl NEW CONSTRUCTION PLANS.

• ALL DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF

OFF GOVERNMENT PROPERTY.

PHASE 1 WORK:

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

PHASE 1 WORK:

PROVIDE NEW ASPHALT

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE

NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

DEMOLITION KEYNOTES

0 REMOVE EXISTING DOOR & FRAME.

0 REMOVE EXISTING WALL IN ITS ENTIRETY FROM FLOOR TO STRUCTURE

ABOVE.

0 REMOVE EXISTING CASEWORK & CABINETRY IN ITS ENTIRETY.

0 REMOVE EXISTING CEILING FINISHES IN ITS ENTIRETY.

0 REMOVE EXISTING CONCRETE FLOOR SLAB IN ITS ENTIRETY INCLUDING

ALL STRIP FOOTINGS UNDER INTERIOR WALLS & PREPARE SUBSURFACE

TO RECEIVE NEW FLOOR

0 REMOVE EXISTING PLUMBING FIXTURE IN ITS ENTIRETY, INCLUDING

ALL ASSOCIATED PIPING. WATER SUPPLY & WASTE WILL BE NEW, SEE

PLUMBING PLANS.

0 REMOVE EXISTING TOILET ROOM PARTITIONS &ASSOCIATED

ACCESSORIES, INCLUDING ALL GRAB BARS, TOILET PAPER

DISPENSERS, ETC.

0 REMOVE EXISTING WATER HEATER IN ITS ENTIRETY. INCLUDING ALL

ASSOCIATED PIPING.

0 REMOVE EXISTING INTERIOR WALL FINISH & ASSOCIATED BASE. SEE

ROOM FINISH SCHEDULE FOR NEW FINISHES.

0 REMOVE EXISTING HEATER, WIRING AND GAS PIPING.

- UNIT PRICE WORK:

REPOINT EXISTING EXTERIOR

STONE MASONRY. SEE

SPECIFICATIONS FOR DETAILS.

TOTAL AREA= 16Sq. FT.

DD□□

I

I

I

I I t-_-_-_-_-_-_J_I _

PHASE 1 WORK:

NEW CONCRETE STOOP - SEE

SHEET S200 FOR DETAILS

EXTERIOR BUILDING ELEVATION

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

J $ FFE = 100"-0""

EXISTING GRADE

EL.= 99'-7" (±)

,__ _____ EXISTING FOUNDATION

TO REMAIN

l $ B.O. FOOTING

EL.= 94'-11" (±)

OPP.

a_

9cn LQ c.j z

:., .uz ' :a 9 "'

24'-0" (±)

EXIST.

9'-6" (±) l" 3'-4" l"

+---<:A•1 l / , 7 / GIRL'S � o LJ

9'-6" (±)

ROOFLINE (ABOVE)

l A1>--+-

�_BOY'S

!15CI

B2 /

:., . u� 9 ' :a

I I 1

I I I I I I I I I I II I

12·--0· (:I:}

EXIST

24'--0" (±)

EXIST.

EXISTING ROOF LINE (TYP.)

1 1

I I I I I 1 1 I 1 1 I I 1 1 1 I 1 1

I I 1 1 I I 1 1

I I I I I I I I 11 I I I I I I

12·--0· (:I:}

EXIST

I rl-.....!.,....!..,--�,...!. _..l...l.....,-L .!..,__I_I_I___J _1 ,......!. .....!.,....!..,.....l. -,...l..,.l...l..l...l.....,..!.....-LI_I_I-, I I

EXISTING WALL BELOW (TYP.) '

\ If ("----��J/'--"�[J:::==.=:

"r'<t===== 1J 1

0 , • MECH.

• I 30x48 air:;:::i:;::;:;::::::;e:;::: I 15B I I

I CLR □ "Vc= /

•a � --7

E

-1r=== E '"' C, �·' "'

E

FDOL ____ _J � [ / Fl � 30x48 i°FD ..

D �-- V 11'>" I' -+-<R ""=f-/ □ CLR. �

D ::: 7�1/ __ '; 1

YC •

BJ.,, SPACE I � ----�-----�------, l / /i,aa_.-4�1t1t1::�_.::c::::.......:::.:::::.-i--��I-----+

SHOWER

I

36x48 I 36x48 I SHOWER

"; §l t

0' "'

I

I

I

AREA CLR / ffi CLR. I AREA

I 15F 11 SPACE I - / SPACE B1

I I 15D I I A ---

�'-5" \ 3'-1" 15E

15C I / 3'-4" "1'-li" 6" 2'-8" /

I

4'-8" (±) I 4'-� I 3'-10"

TURNING

RADIUS,

TYP.

5'-�"

� --_.... r,- ! 15A I

ROOFLINE_(AB0VE)_

10'-0" (±) 5'-0"

CONG.STOOP

24'-0" (±)

EXIST.

r, 1'-4"

MIN.

9'-0" (±)

NEW CONSTRUCTION FLOOR PLAN

BUILDING NO. 15 ('BOYS/GIRLS BATH?

SCALE: 114" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

I

'I w

0 a:

0' "'

E

GENERAL PLAN NOTES TYPICAL PLAN SYMBOLS

• GENERAL CONTRACTOR RESPONSIBLE FOR FIELD

VERIFYING ALL EXISTING CONDITIONS & DIMENSIONS.

• ALL CMU WALLS ARE DIMENSIONED FACE-TO-FACE

• ALL NEW WALLS TO EXTEND TO ROOF STRUCTURE

UNLESS NOTED OTHERWISE.

• PROVIDE SOLID BLOCKING AS REQUIRED FOR ALL

FURNISHINGS & EQUIPMENT.

• SEE SHEET A700 FOR DOOR SCHEDULE, DOOR TYPES &

ASSOCIATED DETAILS.

• SEE SHEET A701 FOR ROOM FINISHES SCHEDULE,

PARTITION TYPES, & ASSOCIATED DETAILS.

• SEE SPECIFICATIONS FOR MATERIALS SPECIFICATIONS

& REQUIREMENTS.

I

J\ jr" I

0--

EXISTING WALL TO REMAIN

EXISTING WALL TO BE REMOVED

NEW DOOR -

SEE DOOR SCHEDULE

EXISTING DOOR TO

REMAIN

EXISTING DOOR TO

BE REMOVED

NEW WALL TYPE

SEE SHEET A701

E 0' io

0_,"'

� - PHASE 1 WORK:

a_ 0 >-z

0 u

EXISTING CHIMNEY

STACK TO REMAIN ti

PROVIDE NEW ROOF

FLASHING AT EXISTING

CHIMNEY STACK

I I I I I I I I I I I I I I 11 1 I I ttl� 0 fa ;;.� .. 1-1-'.g._

1 -L,....l''-'_ .1.,_' .1.,',-.... ..___' __ 1"--, 1 EXISTING ROOF RIDGE LINE I I I I I I I I I I I I I I I

1 I

I I I I I I I I I __.. _ _.c.,��-'-o--'-,---'-c-"--,--"--++L ,• rl

E '"'•

EXISTING WALL BELOW (TYP.)-------

/,I', I I I I I I I I I I I I I I I I I I I I I I I Ii I I I I I I I I I I I I I I I I I I I I I I I I I I I I 'I

EXISTING ROOF LINE I I I I I I I I I I I I I EXISTING ROOF LINE

(TYP.) (TYP.)

PHASE 2 WORK:

I PROVIDE NEW ASPHALT r···-� ' 6'-9" (±) 6'-9" (±)

SHINGLED ROOF OVER

EXISTING ROOF SUBSTRATE EXIST. ' EXIST. EXIST. EXIST.

- SEE SPECIFICATIONS FOR 24'--0" (:I:} ADDITIONAL REQUIREMENTS EXIST.

NEW CONSTRUCTION ROOF PLAN

BUILDING NO. 15 ('BOYS/GIRLS BATH?

SCALE: 114" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

GENERAL ROOF PLAN NOTES

• ALL ROOFING & ASSOCIATED WORK TO BE INSTALLED PER

MANUFACTURER'S DETAILS & REQUIREMENTS. PROVIDE

ALL MATERIALS & ACCESSORIES REQUIRED TO PROVIDE A

COMPLETE & WATERTIGHT SYSTEM. SEE SPECIFICATIONS

FOR PRODUCT REQUIREMENTS.

EXISTING SHINGLES AND UNDERLAYMET TO BE REMOVED,

AND EXISTING SHEATHING PATCHED AS REQUIRED ON A

UNIT PRICE BASIS PRIOR TO NEW ROOFING INSTALLATION.

ROOFING CONTRACTOR TO VERIFY ALL NEW FINISHES &

COLORS PRIOR TO BEGINNING OF ANY WORK.

ROOFING CONTRACTOR TO PROVIDE NEW ROOF

FLASHING AT ALL NEW & EXIST. ROOF PENETRATIONS,

INCLUDING ALL CHIMNEY STACKS, VENTS, ETC.

ROOFING CONTRACTOR TO PROVIDE & INSTALL NEW

ROOF DRIP EDGES AT ALL EXISTING ROOF EDGES. MATCH

EXISTING COLOR AND FINISH.

• PROVIDE (2) LAYERS OF ICE & WATER SHIELD AT ALL

EAVES, VALLEYS AND AS RECOMMENDED BY

MANUFACTURER. ICE & WATER SHIELD SHALL EXTEND

FROM EAVES TO A MIN. 24" INSIDE THE INTERIOR FACE OF

THE FINISHED EXTERIOR WALL.

PHASE 1 WORK:

NEW ASPHALT SHINGLED

ROOF. ZINC STRIP AT RIDG E

I I I I

: i : I

I I I I I

: i: I I

I I I ''\

I I I I I i i i ! i i i i i I I I I I I

PHASE 1 WORK: -

FLASHING AT EXISTING =

-�•oo=e �

CHIMNEY STACK

El I I I I I I I I I I

I I I I I i : i: i : i: i : I I I I I

I I I I I I

I I I I I I I I I I I I I I I I I i : i: : i: i : : i : i: i I I I I I I I I

I I I I I I I I I i: i : i: I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I

I I I II I

: i: i I I I I I I

DD DD DD□

I I I I

� - - - - - � -L _____ _J_

PHASE 1 WORK:

NEW CONCRETE STOOP -

SEE SHEET S200 FOR

DETAILS

EXTERIOR BUILDING ELEVATION

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

J

EXISTING DOOR

TO REMAIN

$FFE= 100

EXISTING GRADE

EL. = 99'-7" (±)

L

---- EXISTING-----•

FOUNDATION

l

TO REMAIN

.t-, B.O. FOOTING Cjii EL.= 94'-11" (±)

EXTERIOR BUILDING ELEVATION

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

I I I I I I I I I I i: i : i: i I I I I I I I I I l

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 25B-B154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i.

SERVICE

I I ' ' ' ' /_ ', REGION NINE

Building No. 15 ('Boys/Girls') Floor Plans & Elevations

Drawing Scale

0 1' 2' 4' 6' 8' 12' - - -- - - Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date A115

Plotter Scale Sheet 6 of 12 r

ROOFLINE (ABOVE)

Iii

ROOFLINE (ABOVE)

r t-01_ _______________________

>---------------< 2 >------------:

EXIST.

DINING

I 16A I

L _ _J

EXIST.

KITCHEN/

SERVING

I 16s 1 r-, I I I I I I

�I I I I I

� ffi

�IST.

TOILET

I 16D I

0/��

EXIST.

DISH AREA

I 16C I

EXIST.

STORAGE

I 16E I

I I I I I I

I I I I I I I I L _ _J ========• Ill

12'-2¼" (±)

EXIST.

13'-4" (±) b � _, �

C> -"' ->- -- "

12'-9" (±)

J

IZ

7'-8" (±)

EXIST.

6" 6" -

LANDING

l

.i

\ I-

II_,,

FFE • 100'--0"

6'-10" R.O.

TYPICAL RAMP CONSTRUCTION:

2 x 6 TRT'D WOOD PLANKS OVER 2x TRT'D WOOD

FLOORFRM'G

PHASE II WORK:

EXIST.

DINING

I 16A I

INSTALL NEW FLOORING AND/OR

WALL FINISHES, ROOMS 16A, B, C,

D AND E. SEE ROOM FINISH

SCHEDULE, SHEET A701.

REINSTALL LIGHTING FIXTURES IN

ROOMS 16B, C, D AND E. NEW

WIRING PLAN TO MATCH

EXISTING. NEW WIRING

INSTALLED WITHIN CEILING AND

WALLS.

DEMOLITION FLOOR PLAN

BUILDING N0.16 ('MESS HALL')

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

13'-0" (±)

RAMP RUN

WN.. rr·

J..LJ' ..,,__

t

60'-0" (±)

EXIST.

1· o· .

TYP

l!!l

EXIST. GRADE

98'-11" (±)

I

NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

40'-1¾" (±)

EXIST.

8'-3" (±) f WH '\ I EXIST.

STORAGE

I

� [ l

PHASE II WORK:

INST ALL NEW TOI LET AND SINK

STING ROUGH IN

SHEET P201 FOR

LE.

FIXTURES AT EXI

LOCATIONS. SEE

FIXTURE SCHEDU

EXIST.

KITCHEN/

SERVING

1 16s 1

PHASE II WORK:

INSTALL NEW 3" FLOOR DRAINS,

NEW 3" PVC SANITARY PIPING

TD CONNECT TO EXISTING,

FIELD VERIFY.

3" F.D.

1, WC-2

L-1 EXIST.

TOILET

I 16D I

EXIST.

P DISH AREA

16C

3" F.D.

NEW CONSTRUCTION FLOOR PLAN

BUILDING N0.16 ('MESS HALL')

SCALE: 1/4" = 1'-0" NOTE: SEE 'CAMPUS SITE MAP' ON SHEET G101

FOR SITE BUILDING ORIENTATION.

I 16E I

"' "' I

ROOFLINE (ABOVE)

l

EXIST.

WALK-IN

I 16F I

ROOFLINE (ABOVE)

I

I

EXIST.

WALK-IN

I 16F I l I

L r

I T

I I I I

:S.

w z

0:

l

I L r

I T

I I I I

:S.

w z

0:

II

II

II

!I ll I I I

II

II

JI

GENERAL DEMO NOTES

• ALL DEMOLITION WORK TO BE BY GENERAL CONTRACTOR

UNLESS NOTED OTHERWISE.

• EXISTING VINYL FLOORING AND UNDERLAYMENT ARE

KNOWN TO CONTAIN ASBESTOS. SEE SPECIFICATIONS.

• EXISTING EQUIPMENT CONSISTS OF PROPANE AND

ELECTRIC APPLIANCES. ALL APPLIANCES TO BE TESTED

AND ADJUSTED FOR PROPER OPERATION AFTER

RE-INSTALLATION.

• GENERAL CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS

& LOCATIONS OF ALL EXISTING CONDITIONS, INCLUDING

DOORS & WALLS. ANY DISCREPANCIES TO BE REPORTED &

REVIEWED BY THE CONTRACT OFFICER PRIOR TO THE

START OF WORK.

• GENERAL CONTRACTOR TO VERIFY LOCATION OF ALL

EXISTING UTILITIES PRIOR TO THE START OF WORK.

• WHERE REMOVAL OF EXISTING PIPES, CONDUIT,

DUCTWORK, ETC. HAS OCCURRED, FILL & PATCH ALL VOIDS

& OPENINGS TO MATCH CONSTRUCTION OF ADJACENT

SURFACES.

• BEFORE COMMENCING WITH DEMOLITION WORK, VERIFY w/

OWNER ANY ITEMS THAT ARE TO BE SAVED & SALVAGED

FOR REUSE.

• GENERAL CONTRACTOR TO COORDINATE ALL DEMOLITION

WORK w/ NEW CONSTRUCTION PLANS.

• ALL DEMOLITION DEBRIS SHALL BE PROPERLY DISPOSED OF

OFF GOVERNMENT PROPERTY.

e

DEMOLITION KEYNOTES

REMOVE EXISTING STAIR & SUPPORTING CONSTRUCTION

IN ITS ENTIRETY, INCLUDING ALL POSTS & SUPPORTING

STRUCTURE & FRAMING. EXISTING CONCRETE STOOP TO

REMAIN.

REMOVE EXISTING RAMP & SUPPORTING CONSTRUCTION

IN ITS ENTIRETY, INCLUDING ALL POSTS & SUPPORTING

STRUCTURE & FRAMING.

REMOVE EXISTING STAIR/RAMP GUARDRAIL &

ASSOCIATED HANDRAIL IN ITS ENTIRETY.

REMOVE EXISTING FIRE SUPRESSION SYSTEM.

REINSTALL AFTER COMPLETION OF WORK.

REMOVE EXISTING ASBESTOS CONTAINING SHEET

FLOORING AND FELT UNDERLA YMENT (UNDER EXISTING

TILE). REMOVE DAMAGED SUBFLOORING, UNIT PRICE

BASIS.

REMOVE EXISTING PORTION OF WALL AS REQUIRED TO

RECEIVE NEW DOOR & FRAME. SEE DOOR SHEET A700

REMOVE EXISTING FLOOR FINISH & ASSOCIATED WALL

BASE DOWN TO CLEAN BARE SUBSTRATE. PATCH &

REPAIR EXISTING SUBSTRATE AS REQUIRED TO RECEIVE

NEW FLOOR FINISH (UNIT PRICE WORK).

REMOVE EXISTING CEILING PANELS, WIRING, CONDUIT &

CEILING FINISHES IN ITS ENTIRETY. FIXTURES RETAINED

FOR RE-USE.

CONTRACTOR TO REMOVE TABLES, FURNITURE &

EQUIPMENT PRIOR TO THE BEGINNING OF

CONSTRUCTION. ALL REMOVED ITEMS TO BE

REINSTALLED FOLLOWING THE COMPLETION OF WORK.

REMOVE EXISTING FIXTURES TO ALLOW FOR

REPLACEMENT.

110 REMOVE EXISTING WALL FINISH AND PREPARE

� SUBSTRATE FOR NEW FINISHES.

GENERAL PLAN NOTES

• SEE SHEET G102 FOR MINIMUM STAIR & RAMP DESIGN

REQUIREMENTS.

• SEE SHEET A200 FOR NEW RAMP SECTIONS &

ASSOCIATED DETAILS.

• SEE SHEET A700 FOR DOOR SCHEDULE, DOOR TYPES &

ASSOCIATED DETAILS.

• SEE SHEET A701 FOR ROOM FINISH SCHEDULE,

PARTITION TYPES, & ASSOCIATED DETAILS.

• ALL EXTERIOR WOODEN MEMBERS, INCLUDING RAMP

FRAMING AND HANDRAILS, TO BE PRESSURE TREATED

AND STAINED.

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i.

SERVICE

I I ' ' ' '

' -----.a;"-"'- '

REGION NINE

Drawing Ti'tle

Building No. 16 ('Mess Hall') Floor Plans

Drawing Scale

0 1' 2' 4' 6' 8' 12' - - -- - - Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date A116

Plotter Scale Sheet 7 of 12

,z

,z

Cf) x

UJ

EXISTING WATER SERVICE

TO BE REMOVED

3'-0" (±)

EXISTING

r

I

I '

I

I •

I SHOWER

AREA -

13B- -

EXISTING WATER SERVICE

TO BE REMAIN

r -...._ ____ NEW 2" HDPE PIPING, CONNECT

WITH EXISTING 2" HDPE WITHIN

I

HB-1

5'-0'' OF BLDG. PERIMETER

(TYP.)

( I 0 L -

I l I(

�-- REMOVE ALL GALV.

PIPING BACK TO

EXISTING CONNECTION

w/ HDPE

ENTRY

13A

PLUMBING FLOOR PLAN - SUPPLY

BUILDING NO. 13 ('BOYS BATH')

SCALE: 114" = 1 '-0"

SHOWER

AREA

13B

FD-1

SH-1

SH-1

FD-1

4"

FCO

4" -----4' l> / �--!------,.I

3"

MR-1

4"

4"

SH-1 3" '--�����3"

ENTRY

13A

L-1 L-1

PLUMBING FLOOR PLAN -SANITARY & VENT

BUILDING NO. 13 ('BOYS BATH')

SCALE: 114" = 1 '-0"

FCO

TOILE"TS

[ 13C ]

I

FD-1

·01 S 13C

I

EXISTING WATER

SERVICE IS SLOPED

BACK TO VALVE FOR

SYSTEM DRAINING

(TYP.)

EXISTING 2" HDPE ----';I

WATER SERVICE

-1, (TYP.)

,. 17'-0" (±)

NOT TO SCALE

,----CONNECT NEW 4"

SANITARY LINE TO

EXISTING SANITARY

5'-0" FROM BLDG.

PERIMETER. (TYP.)

SANITARY

OUT

EXISTING SANITARY

LINE. CONTRACTOR TO

NOTIFY CONTRACT

OFFICER IF PIPE

FOUND IS NOT 4"

SHOWER

AREA

14B ir- NEW 2" WATER SERVICEl UNDER FLOOR

HB-1

�NTRY

14A l -..., NEW 2" HDPE PIPING, CONNECT

-._ WITH EXISTING '2: HDPE WITHIN

--.._ 5'-0" OF BLDG. PERIMETER

(TYP.)

EXISTING 2" HDPE

WATER SERVICE

(TYP.)

PLUMBING FLOOR PLAN - SUPPLY

BUILDING NO. 14 ('GIRLS BATH')

SCALE: 114" = 1'-0"

L-1 I

\ I

EXISTING 1000 GAL. -

SEPTIC TANK (TYP.)

CONTRACTOR TO

FIELD VERIFY EXIST.

LOCATION.

I I

I I I I I

I

I I

I I

OILcTS 14C

I

\ --c

/ � EXISTING SANITARY

SHOWER

AREA 3"

14B

FD-1

CONNECT NEW 4"

SANITARY LINE TO

EXISTING SANITARY

5'--0" FROM BLDG.

PERIMETER. (TYP.)

_____/ LINE. CONTRACTOR TO

l:i: NOTIFY CONTRACT

SH-

; � 11

SH-1

SH-�

I

1•

3" FD-1

MlaCI 14D

4"

ENTRY

14A

4•

WC-1

4"

WC-1

4•

L-1

4'.. r- OFFICER IF PIPE

� 5 FOUND IS NOT 4"

4"BCO

4"

I

FD-1

4"

01 'TS

L-1

PLUMBING FLOOR PLAN - SANITARY & VENT

BUILDING NO. 14 ('GIRLS BATH')

SCALE: 114" = 1'-0"

I

L

I

GIRL'S

15, l

HB-1

I

SHOWER

AREA

- 15� l

J

��- NEW 2" WATER SERVICE

UNDER FLOOR

, VlcS

,I � 15A_

� ,I ,1 ,f.._________ NEW 2" HDPE PIPING, CONNECT

WITH EXISTING 2" HDPE WITHIN

5'--0" OF BLDG. PERIMETER

(TYP.)

'-------------- EXISTING 2" HDPE

WATER SERVICE

(TYP.)

PLUMBING FLOOR PLAN - SUPPLY

BUILDING NO. 15 ('BOYS/GIRLS BATH�

SCALE: 114" = 1'-0"

J

BOY'S

[ 15C ]

SHOWER

AREA

[ 15D

I

EXISTING 1000 GAL. ________ _,.

SEPTIC TANK (TYP.)

CONTRACTOR TO

FIELD VERIFY EXIST.

LOCATION.

CONNECT NEW 4"

SANITARY LINE TO �

EXISTING SANITARY ---..._

5'--0" FROM BLDG.

PERIMETER. (TYP.)

� EXISTING SANITARY

LINE. CONTRACTOR TO

NOTIFY CONTRACT

OFFICER IF PIPE

FOUND IS NOT 4"

I

I l

I

FD-1

L

IE

GIRL'S

15E 4"

, WC-1 :_

4" 4"

L-1 3"

'- SH-�<

SHOWER

AREA

- 15� l

I

J

FD-1

4"

Ml'CI 15B.

4" 4"

4"BCO

4"

<J

4"FCO

� l

VEST

___ _) WC-1

r· 15A

V

J

PLUMBING FLOOR PLAN -SANITARY & VENT

BUILDING NO. 15 ('BOYS/GIRLS BATH�

SCALE: 114" = 1'-0"

BOY'S

15C ]

3"

FD-1

SHOWER

AREA

[ 15D

I

GENERAL PLUMBING NOTES

1. PLUMBING CONTRACTOR SHALL BE LICENSED IN THE

STATE OF MICHIGAN,

2, ALL FIXTURES SHALL HAVE A TRAP AND BE

PROPERLY VENTED.

3, ALL ABOVE GRADE WATER SUPPLY LINES SHALL BE

TYPE "L" COPPER.

4. ALL FIXTURES SHALL HAVE SHUTOFF VALVES TO

ALLOW FOR FIXTURE REMOVAL.

5. SERVICE SINK FAUCETS AND OTHERS WITH A

PROVISION FOR HOSE ATTACHMENT SHALL HAVE A

BACKFLOW PREVENTION DEVICE,

6. ALL HORIZONTAL DRAIN PIPING SHALL BE PVC

SCHEDULE 40,

7, SUPPORT ALL SUPPLY PIPING WITH HANGERS FROM

BUILDING STRUCTURE.

8, PROVIDE 3" VENT STACK THRU ROOF. LOCATE ON

BACK SIDE OF ROOF.

9. EXISTING SITE WATER SUPPLY SYSTEM DRAINS

BACK TO SHUTOFF VALVES AND DRAINS FOR

WINTERIZING.

10, ALL NEW INTERIOR SUPPLY PIPING SHALL BE

INSTALLED WITH g" PER FT. PITCH TOWARD DRAINED

LOW POINTS FOR COMPLETE SYSTEM DRAINING.

11. ALLOW FOR CODE REQUIRED CLEARANCES AT

ELECTRICAL INSTALLATIONS. COORDINATE WITH

ELECTRICAL CONTRACTOR.

12. ALL NEW FLOOR DRAINS TO BE SET�" MIN. BELOW

FINISHED FLOOR ELEVATION, w/ TOP OF NEW FLOOR

DRAIN ELEVATION TO EQUAL 99'- 11 �". (TYP,)

13. NEW FLOOR CONSTRUCTION TO BE PITCHED AT ALL

FLOOR DRAIN LOCATIONS TO PROVIDE POSITIVE

SLOPE FOR DRAINAGE.

14. MAXIMUM FLOOR SLOPE TOWARD DRAINS= 114" PER

FOOT.

15. SEE SHEET P200 FOR RISER DIAGRAMS.

16. SEE SHEET P201 FOR FIXTURE SCHEDULE.

TYPICAL PLUMBING SYMBOLS

NEW SANITARY WASTE LINE

-- - - -- - - -- NEW HOT WATER LINE

-- - NEW COLD WATER LINE

PIPE CAP

______ __,, PIPE DOWN

PIPE UP

- NEW PIPE SERVING FLOOR -

F.D. FIXTURE OR FLOOR DRAIN

DIRECTION OF PIPE FLOW

.. NEW CONNECTION

:1 HB-# NEW HOSE BIB

(SEE FIXTURE SCHEDULE)

FCO NEW FLOOR CLEAN OUT

BCO NEW BUILDING CLEAN OUT

WC-# NEW WATER CLOSET

(SEE FIXTURE SCHEDULE)

UR-# NEW URINAL

(SEE FIXTURE SCHEDULE)

L-# NEW LAVATORY

(SEE FIXTURE SCHEDULE)

MR-# NEW MOP SINK RECEPTOR

(SEE FIXTURE SCHEDULE)

WH-# NEW WATER HEATER

(SEE FIXTURE SCHEDULE)

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

<®i.

SERVICE

I I ' ' ' '

REGION NINE

Drawing Ti'tle

Plumbing Floor Plans, Buildinas 13, 14 & 15

Drawing Scale

0 1' 2' 4" 6' 8' 12'

Drawn

Checked

CAD Archive No. Drawing Sheet No.

Date P101

Plotter Scale Sheet 8 of 12

PLUMBING RISER DIAGRAM - SUPPLY

BUILDING NO. 13 ('BOYS BATH')

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

SH-1

L-1 3"FCO

3"VSTR

Fl

I I y

PLUMBING RISER DIAGRAM - SANITARY

BUILDING NO. 13 ('BOYS BATH')

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

,,,-- BUILDING SHUTOFF AND

INTERIOR SUPPLY SYSTEM

DRAIN w/ ANTI-SIPHON

VACUUM BREAKER

TYPICAL PLUMBING SYMBOLS

CONNECT NEW 4"

SANITARY LINE TO

EXISTING SANITARY

5'-0" FROM BLDG.

PERIMETER. (TYP.)

NEW SANITARY WASTE LINE

NEW HOT WATER LINE

NEW COLD WATER LINE

DIRECTION OF PIPE FLOW

PROVIDE NEW

CONNECTION TO

EXISTING WATER

SERVICE • FIELD

VERIFY EXISTING

LOCATION

PLUMBING RISER DIAGRAM - SUPPLY

BUILDING NO. 14 ('GIRLS BATH')

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

SH-1

L-1

PLUMBING RISER DIAGRAM - SANITARY

BUILDING NO. 14 ('GIRLS BATH')

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

FD-1

.,,-- BUILDING SHUTOFF AND

INTERIOR SUPPLY SYSTEM

DRAIN wl ANTI-SIPHON

VACUUM BREAKER

CONNECT NEW 4"

SANITARY LINE TO

EXISTING SANITARY

5'-0" FROM BLDG.

PERIMETER. (TYP.)

PROVIDE NEW

CONNECTION TO

EXISTING WATER

SERVICE - FIELD

VERIFY EXISTING

LOCATION

PLUMBING RISER DIAGRAM - SUPPLY

BUILDING NO. 15 ('BOYS/GIRLS BATH�

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

4" FCO

3ft VSTR

Fl

I I y

PLUMBING RISER DIAGRAM - SANITARY

BUILDING NO. 15 ('BOYS/GIRLS BATH�

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

4" BCO

FD-1

BUILDING SHUTOFF AND

INTERIOR SUPPLY SYSTEM

DRAIN w/ ANTI-SIPHON

VACUUM BREAKER

CONNECT NEW 4"

SANITARY LINE TO

EXISTING SANITARY

5'-0" FROM BLDG.

PERIMETER. (TYP.)

CHEQUAMEGON BAY

ENGINEERING, INC.

0 CBE 2tf2.N1�

ASHLAND, WI

211 611-i STREET WEST

ASHLAND, WI, 54806

PHONE: (715) 682-6004

FAX (715) 682-B025

MILWAUKEE, WI

1109N. MAYFAIR RD.,

SUITE 208

MILWAUKEE, WI, 53226

PHONE: (414) 258-6004

FAX (414) 258-11154

Designer

JAMES L. SAJDAK

LICENSED PROFESSIONAL ENGINEER

DRAWING NOTES

No. Revision/Issue Date

U.S. DEPARTMENT OF AGRICULTURE

FOREST

'°�i

SERVICE

I I ' ' ' ' , _ '

' ----.a;"-"'- '

REGION NINE

Drawing Ti'tle

Plumbing Riser Diagrams, Buildings…