DRAWINGS BP12 20200519.pdf

DLZ Indiana, LLC

157 E. Maryland St.

Indianapolis, IN 46204 Office: 317.633.4120 Fax: 317.633.4177

ARCHITECT/ENGINEER:

ELECTRICALMECHANICAL / PLUMBING STRUCTURAL

EACH SEAL APPLIES TO ITS DESIGNATED DISCIPLINE.

SITE DEVELOPMENTPRINCIPAL ARCHITECT

CONSTRUCTION DOCUMENTS - BID PACKAGE

MAY 19, 2020

PO BOX 5000, BLDG #232 EGGLESTON STREET EDINBURGH, IN 46124

BASIC OFFICER QUARTERS AND BARRACKS RENOVATION

CAMP ATTERBURY JOINT MANEUVER TRAINING CENTER

DLZ PROJECT NO. 1963-1020-90

MARVIN L. HITCHCOCKERIC S. ACKERELLIOTT ALLENERIC B. RATTS, AIA JAMIE L. POCZEKAY

12 - Buildings 216 & 217

Project 2020-008-12 80 Man Barracks

507 508

504 503

607 608

404 405 407 408

410 411

217 216 214 213

211 210

104 105

107 108

111 110

117 116

114 113

NORTH

BUILDINGS

INCLUDED

IN PROJECT

BUILDINGS

INCLUDED IN

BID PACKAGE 9

BUILDINGS

INCLUDED IN

BID PACKAGE 8

BUILDINGS

INCLUDED IN

BID PACKAGE 12

BUILDINGS

INCLUDED IN

BID PACKAGE 11

BUILDINGS

INCLUDED IN

BID PACKAGE 10

BUILDINGS

INCLUDED IN

BID PACKAGE 3

A5.1

KEYNOTE TARGET

DRAWING TITLE

SYMBOL

ROOM

NAME ROOM NAME

ROOM NUMBER

DESCRIPTION

X WALL TYPE TARGET

BUILDING SECTION TARGET

SECTION NUMBER

SHEET NUMBER

VERTICAL ELEVATION BUBBLE

NORTH ARROW

DOOR MARK TARGET X

SHT DETAIL TARGET

X X

X X

XXXX

SHEET NUMBER

DETAIL NUMBER

X

SHT

SHEET NUMBER

SECTION NUMBER

WALL SECTION TARGET

INTERIOR ELEVATION TARGET

WINDOW TARGETX

EXTERIOR ELEVATION TARGET

ELEVATION NUMBER

SHEET NUMBER

DRAWING SCALE

XXX

SCALE:

XXX DRAWING NAME

DETAIL NUMBER

X

SHT

X

SHT

NORTH

X

SHEET

NUMBER

NUMBER

ELEVATION X

SHT

SYMBOL DESCRIPTION SYMBOL DESCRIPTION

WINDOW

DESIGNATIONF2

CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO SUBMITTING A BID OR BEGINNING ANY WORK. CONDITIONS FOUND TO BE IN VARIANCE FROM THE INFORMATION IN THE DRAWINGS OR PROJECT MANUAL SHALL BE SUBMITTED

TO THE ARCHITECT IN WRITING FOR CLARIFICATION.

KEYNOTES ARE MEANT AS A GENERAL GUIDE FOR TYPICAL LOCATIONS. CONTRACTOR TO PERFORM FULL EXTENT OF WORK REQUIRED TO ACCOMPLISH DESIGN INTENT. THE ABSENCE OF A KEYNOTE DOES NOT ABSOLVE THE CONTRACTOR FROM PROVIDING THE FEATURE

GRAPHICALLY INDICATED ON THE DRAWINGS.

SPECIFIC WORK ITEMS SHALL BE COORDINATED AND INTERFACED WITH ALL OTHER TRADES TO ALLOW FOR NEW CONSTRUCTION AND

COMPLETE INSTALLATION AS REQUIRED TO ACCOMPLISH DESIGN INTENT.

REFER TO DRAWINGS OF EACH TRADE OR DISCIPLINE FOR ADDITIONAL GENERAL NOTES AND INFORMATION, INCLUDING CIVIL/SITE DEVELOPMENT, ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION AND ELECTRICAL.

CONTRACTOR IS RESPONSIBLE FOR ALL WORK IDENTIFIED ON ALL DRAWINGS AND INFORMATION IN THE PROJECT MANUAL, AS A COMPLETE PROJECT. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC SCOPE OF WORK FOR ANY SUBCONTRACTORS

FOR THIS PROJECT.

FIELD VERIFY ACTUAL LOCATIONS OF EXISTING UNDERGROUND UTILITIES, STRUCTURES, WATER LINES, STORM AND SANITARY LINES, GAS LINES, ELECTRICAL CONDUIT, AND OTHER UNDERGROUND UTILITIES PRIOR TO PERFORMING EARTHWORK, EXCAVATION, OR UTILITY WORK.

ENGAGE THE SERVICES OF A PRIVATE UTILITY LOCATE COMPANY TO COMPLETELY LOCATE EXISTING UNDERGROUND UTILITIES AND

STRUCTURES.

LOCATION OF ALL TEMPORARY FACILITIES SHALL BE COORDINATED WITH OWNER AND ARCHITECT PRIOR TO MOBILIZATION ON-SITE, INCLUDING BUT NOT LIMITED TO TEMPORARY STAGING AREA, MATERIAL STORAGE AREA, ACCESS DRIVE(S), PARKING AREA, TOPSOIL STOCKPILE AREA, WASTE DISPOSAL AREA, FIELD OFFICES AND TEMPORARY FACILITIES, JOB SIGN, AND TEMPORARY FENCING.

CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MISCELLANEOUS BLOCKING REQUIRED FOR INSTALLATION OF ALL BUILDING COMPONENTS, INCLUDING BUT NOT LIMITED TO FURNISHINGS, FIXTURES, EQUIPMENT, HARDWARE, BRACKETS, AND OWNER-PROVIDED EQUIPMENT.

CONTRACTOR SHALL COORDINATE SPECIFIC REQUIREMENTS ASSOCIATED WITH EACH TRADE AND WITH OWNER'S REPRESENTATIVE.

CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL MISCELLANEOUS WOOD AND METAL TRIM, FLASHING, CLIP ANGLES, ANCHORS, SUPPORTS, AND CLOSURE TRIM REQUIRED TO PROVIDE A COMPLETE, UNIFORM, AND WEATHERTIGHT ASSEMBLY AS REQUIRED TO ACCOMPLISH THE

DESIGN INTENT.

ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESSORY COMPONENTS AS REQUIRED TO FULLY COMPLY WITH MANUFACTURER'S RECOMMENDATIONS. IF PLANS CONFLICT WITH THE MANUFACTURER'S INSTRUCTION, CONSULT THE ARCHITECT FOR FURTHER INSTRUCTION BEFORE PROCEEDING.

CONTRACTOR SHALL PROVIDE ACCESS DOORS IN ALL WALLS AND CEILINGS WHERE SERVICE OR ADJUSTMENT TO MECHANICAL, PLUMBING, FIRE PROTECTION OR ELECTRICAL ITEMS MAY BE REQUIRED. ACCESS DOORS SHALL BE OF AN APPROPRIATE SIZE REQUIRED FOR EACH APPLICATION. WHERE APPLICABLE, ACCESS DOORS SHALL MATCH THE FIRE RATING OF THE WALL ASSEMBLY.

WHERE DISCREPANCIES EXIST IN THE CONTRACT DOCUMENTS INCLUDING DISCREPANCIES BETWEEN DRAWINGS AND PROJECT MANUAL, CONTRACTOR SHALL REQUEST CLARIFICATION IN WRITING FROM ARCHITECT. THE CONTRACTOR SHALL NOT ASSUME ANY ITEM TAKES PRECEDENCE OVER THE OTHER. ANY ACTION THE CONTRACTOR MAKES PRIOR TO NOTIFICATION IN WRITING SHALL BE SOLELY AT THE

CONTRACTOR'S RISK.

CONTRACTOR SHALL SEAL ALL PENETRATIONS IN EXTERIOR WALL AND ROOF ASSEMBLIES WITH APPROPRIATE JOINT SEALANT(S) AND FLASHING(S) TO MAINTAIN A WEATHERTIGHT AND AIRTIGHT BUILDING ENVELOPE. ALL JOINTS AND PENETRATIONS SHALL BE SEALED, GASKETED, OR WEATHER-STRIPPED TO MINIMIZE AIR LEAKAGE, INCLUDING THE FOLLOWING:

1. JOINTS AROUND FENESTRATION AND DOOR FRAMES.

2. JUNCTIONS BETWEEN WALLS AND FOUNDATIONS, BETWEEN WALLS AT BUILDING CORNERS, BETWEEN WALLS AND FLOORS OR ROOFS, AND BETWEEN WALLS AND ROOF OR WALL PANELS.

3. OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH ROOFS, WALLS, AND FLOORS.

4. JOINTS, SEAMS, AND PENETRATIONS OF VAPOR RETARDERS.

5. ALL OTHER OPENINGS IN THE BUILDING ENVELOPE.

COORDINATE WITH OTHER CONSTRUCTION ACTIVITIES AND CONSTRUCTION SEQUENCING WITH OTHER PROJECT(S) AND WORK BEING

PERFORMED CONCURRENTLY ON-SITE.

CONTRACTOR TO PROTECT ALL ITEMS WITHIN THE CONSTRUCTION LIMITS (INCLUDING SITE ELEMENTS) THAT ARE DESIGNATED TO REMAIN;

ITEMS DAMAGED AS A RESULT OF WORK PERFORMED UNDER THIS CONTRACT SHALL BE REPAIRED OR REPLACED TO ORIGINAL CONDITION.

THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. IF THE DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE ARCHITECT. ALL DIMENSIONS ARE TO FACE OF GYPSUM BOARD, FACE OF CMU, OR FACE OF CONCRETE, UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE FROM FINISHED FLOOR TO FACE OF FINISHED

CEILING MATERIALS, UNLESS NOTED OTHERWISE.

THESE DRAWINGS ARE REPRESENTATIVE OF TYPICAL BUILDINGS OF EACH TYPE. THERE MAY BE MINOR VARIATIONS AND DIFFERENCES BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR PERFORMING ALL WORK NECESSARY TO

MEET THE DESIGN INTENT.

EXISTING CONDITIONS DEPICTED ARE BASED ON THE DESIGN OF RECORD AND INFORMATION FURNISHED BY THE OWNER TO THE ARCHITECT. THE ARCHITECT IS NOT RESPONSIBLE FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION PROVIDED AND DOES

NOT REPRESENT THAT RECORD DRAWINGS ACCURATELY DEPICT ACTUAL CONDITIONS.

A.

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D.

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F.

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SYMBOLS

LOCATION MAP SHEET INDEX

GENERAL NOTES

MECHANICAL

M001 MECHANICAL GENERAL NOTES, SYMBOLS AND ABBREVIATIONS

MD110 80 MAN BARRACKS - MECHANICAL, FLOOR AND UNDERSLAB

PLUMBING REMOVAL PLANS

M110 80 MAN BARRACKS - FIRE PROTECTION, MECHANICAL, AND

COMBINED PLUMBING INSTALLATION PLANS

M111 80 MAN BARRACKS - COMBINED SECTIONS AND RISER

DIAGRAMS

M500 MECHANICAL DETAILS

M501 MECHANICAL DETAILS

M600 MECHANICAL AND PLUMBING SCHEDULES

M700 CONTROL POINTS, SEQUENCES, AND SCHEMATICS

ELECTRICAL

E001 GENERAL NOTES, SYMBOLS, ABBREVIATIONS & DETAILS

ED110 80 MAN BARRACKS - ELECTRICAL, LIGHTING AND SYSTEMS

REMOVAL PLAN

ED111 80 MAN BARRACKS - EXISTING COMMUNICATIONS EQUIPMENT

PHOTOS AND REMOVAL TYPICAL PHOTOS

ED112 80 MAN BARRACKS - EXISTING COMMUNICATIONS EQUIPMENT

PHOTOS AND REMOVAL TYPICAL PHOTOS

E110 80 MAN BARRACKS - ELECTRICAL, LIGHTING AND SYSTEMS

INSTALLATION PLAN

E111 80 MAN BARRACKS - SCHEDULES AND DETAILS

E112 80 MAN BARRACKS - PANELBOARD SCHEDULES

GENERAL

G001-12 TITLE SHEET - BID PACKAGE 12

G002-12 GENERAL NOTES AND INFORMATION

G003 ABBREVIATIONS, MOUNTING HEIGHTS, AND PARTITION

SCHEDULE

G005 CODE ANALYSIS AND COMPLIANCE PLANS

SITE DEVELOPMENT

C100 SITE LOCATION PLAN

C102 EXISTING CONDITIONS AND REMOVALS PLAN

C201 ENLARGED SITE UTILITY PLAN

C301 EROSION CONTROL AND RESTORATION PLAN

C400 STANDARD DETAILS

C401 STANDARD DETAILS

STRUCTURAL

S001 STRUCTURAL GENERAL NOTES

S101 80 MAN BARRACKS - STRUCTURAL PLANS

S300 FOUNDATION DETAILS - 1

S301 FOUNDATION DETAILS - 2

S400 MASONRY TYPICAL DETAILS - 1

S401 MASONRY TYPICAL DETAILS - 2

S500 FRAMING DETAILS

ARCHITECTURE

AD110 80 MAN BARRACKS - REMOVAL CEILING AND FLOOR PLAN

A110 80 MAN BARRACKS - FLOOR PLANS & REFLECTED CEILING PLAN

A111 80 MAN BARRACKS - ROOF PLAN & ELEVATIONS

A112 80 MAN BARRACKS - SECTIONS, DETAILS, ROOM FINISH & DOOR

SCHEDULES

A200 COMMON SECTIONS & DETAILS

N O

R

E V

IS

IO

N D

A T

E

ANCHOR BOLT

AIR CONDITIONING

ACOUSTICAL CEILING TILE

AREA DRAIN

ADDENDUM

ABOVE FINISHED FLOOR

ABOVE GRADE

ACCESS PANEL

ACOUSTICAL PLASTER CEILING

AUDIO VISUAL

ADMINISTRATION

AGGREGATE

ALTERNATE

ALUMINUM

APPROXIMATE

ARCHITECT (ARCHITECTURAL)

ASPHALT

ASSOCIATE

AVERAGE

BOTTOM

BOND BEAM

BOTTOM OF CURB

BARRIER FREE

BACK FLOW PREVENTER

BUILDING LINE

BENCH MARK

BRITISH THERMAL UNIT

BUILT UP

BOARD

BETWEEN

BUILDING

BLOCK

BLOCKING

BASIC OFFICER'S QUARTERS

BEAM

BULLET RESISTANT

BEARING

BRONZE

BASEMENT

CONDUIT

CABINET

CATCH BASIN

CORNER BAR

CENTER TO CENTER

CEMENT

CERAMIC

CUBIC FEET PER MINUTE

CORNER GUARD

CAST IRON

CAST IRON PIPE

CIRCLE OR CIRCULAR

CONTROL JOINT

CHALKBOARD

CENTERLINE

CONSTRUCTION LINE

CEILING

CLOSET

CLEAR

CONCRETE MASONRY UNIT

CLEAN OUT

COLUMN

COMPACTED

CONCRETE

CONDENSATE

CONSTRUCTION

CONTINUOUS

CONTRACTOR

COORDINATE

CORRIDOR

CORRUGATED

CARPETING

CONSTRUCTION JOINT

CAULKING SEAM

CERAMIC TILE BASE

CERAMIC TILE FLOOR

CERAMIC TILE WALL

CENTER OR CENTERING

CUBIC

COLD WATER

DEEP

DRINKING FOUNTAIN

DEAD LOAD

DOWN SPOUT

DOUBLE

DEGREE

DEMOLISH (ED)

DEPARTMENT

DIAMETER

DIMENSION

DOOR

DRAWING

DETAIL

EAST

EXHAUST AIR

ELECTRICAL CONTRACTOR

EXHAUST FAN

EXT. INSULATION FINISH SYSTEM

EXPANSION JOINT

EMERGENCY

ELECTRICAL PANEL

EACH WAY

ELECTRIC WATER COOLER

ELEVATION

ELECTRICAL OR ELECTRIC

ELEVATOR

ENGINEER OR ENGINEERING

EQUAL

EXPOSED STRUCTURE

EQUIPMENT

ENTERING ROOM TEMPERATURE

EXISTING TO REMAIN

EXISTING

EXPANSION

EXTERIOR

FIRE ALARM CONTROL PANEL

FRESH AIR INTAKE

FURNACE

FLOOR DRAIN

FIRE EXTINGUISHER

FIRE EXTINGUISHER CABINET

FIRE HOSE CABINET

FLOOR MOUNTED

FIN RADIATION

FOOD SERVICE

FIELD VERIFY

A.B.

A.C.

A.C.T A.D.

ADD.

A.F.F.

A.F.G.

A.P.

A.P.C.

A.V.

ADMIN.

AGGR.

ALT.

ALUM.

APPROX.

ARCH.

ASPH.

ASSOC.

AVG.

B.(BOTT.)

BB

B.C.

B.F.

B.F.P.

B.L.

B.M.

B.T.U.

B.U.

BD.

BTWN

BLDG.

BLK.

BLKG.

BOQ

BM.

BR

BRG.

BRZ.

BSMT.

C.

CAB.

C.B.

CB.

C.C.

CEM.

CER.

C.F.M.

CG

C.I.

C.I.P.

CIR.

CJ

CKBD.

CL

C.L.

CLG.

CLOS.

CLR.

C.M.U.

C.O.

COL.

COMP.

CONC.

COND.

CONST.

CONT.

CONTR.

COORD.

CORR.

CORG.

CPT.

CSJ

C.S.

CTB

CTF

CTW

CTR.

CU.

CW

D.

D.F.

D.L.

D.S.

DBL.

DEG.

DEMO

DEPT.

DIA.

DIM.

DR.

DWG.

DTL.

E.

E.A.

E.C.

E.F.

E.I.F.S.

EJ

EMER.

E.PAN.

E.W.

E.W.C.

EL.

ELEC.

ELEV.

ENG.

EQ.

E.S.

EQUIP.

ETR.

ETR

EXIST.

EXP.

EXT.

F.A.C.P.

F.A.I.

F.C.

F.D.

F.E.

F.E.C.

F.H.C.

F.M.

F.R.

F.S.

F.V.

F.W.C.

FIN.

FLR.

FT.

FTG.

G.A.

G.C.

G.R.V.

GL.

GND.

GR.

GYP.BD.

H.

H.B.

H.M.

H.O.A.

H.V.A.C.

HW

HWS

HWR

HDWD.

HDWR.

HT.(HGT.)

H.D.P.

HORIZ.

HR.

HYD.

I.D.

I.F.

I.R.

IN.

INFO.

INSUL.

INT.

INV.

JAN.

J.B.

JCT.

JT.

K.D.

KIT.

K.O.

KP.

L.

LAM.

LAV.

LBS.

LG.

LGTH

L.H.

LFT.(LF.)

L.H.R.

L.L.

L.O.A.

LIN.

LTG.

M.C.

M.D.P.

M.H.

M.O.

MATL.

MAX.

MECH.

MEMB.

MEZZ.

MFR.

MIN.

MISC.

MIX.

MK.

M.O.

MSRY.

MTD.

MTL.

MTG.

N.

NA(N/A)

N.I.C.

NF

N.O.P.

NO.

NOM.

N.T.S.

OA.

O.A.

O.A.I.

O.C.

O.D.

O. TO O.

OF

O.R.

OL.

OFC.

OH

OPNG.

OPP.

OR.

ORIG.

OZ.

P.A.

P.C.

P.D.

P.J.F.

P.R.V.

PASS.

PAT.

PERP.

P.LAM.

PLAS.

PLBG.

PLYWD.

PNEU.

PNL.

PREFAB.

PROJ.

PT.

P.CONC.

PTN.

PV.

PVC.

QCV

Q.T.

QUAL.

FABRIC WALL COVERING

FINISH

FLOOR

FOOT OR FEET

FOOTING

GAUGE

GENERAL CONTRACTOR

GRAVITY ROOF VENTILATOR

GLASS

GROUND

GRADE

GYPSUM BOARD

HIGH

HOSE BIBB

HOLLOW METAL

HAND-OFF-AUTOMATIC

HEATING VENTILATING & AIR-CONDITIONING

HOT WATER

HOT WATER SUPPLY

HOT WATER RETURN

HARDWOOD

HARDWARE

HEIGHT

HIGH DENSITY PARTICLE BOARD

HORIZONTAL

HOUR

HYDRAULIC

INSIDE DIAMETER

INSIDE FACE

INSIDE RADIUS

INCH

INFORMATION

INSULATION

INTERIOR

INVERT

JANITOR OR JANITORIAL

JUNCTION BOX

JUNCTION

JOINT

KILN-DRIED

KITCHEN

KNOCKOUT

KICK PLATE

LEFT

LAMINATED

LAVATORY

POUNDS

LARGE

LENGTH

LEFT HAND

LINEAR FEET

LEFT HAND REVERSE

LIVE LOAD

LENGTH OVER ALL

LINEAR

LIGHTING

MECHANICAL CONTRACTOR

MAIN DISTRIBUTION PANEL

MAN HOLE

MASONRY OPENING

MATERIAL

MAXIMUM

MECHANICAL

MEMBRANE

MEZZANINE

MANUFACTURER

MINIMUM

MISCELLANEOUS

MIXTURE

MARK

MASONRY OPENING

MASONRY

MOUNTED

METAL

MOUNTING

NORTH

NOT APPLICABLE

NOT IN CONTRACT

NEAR FACE

NOT OTHERWISE PROVIDED

NUMBER

NOMINAL

NOT TO SCALE

OVERALL

OUTSIDE AIR

OUTSIDE AIR INTAKE

ON CENTER

OUTSIDE DIAMETER

OUT TO OUT

OUTSIDE FACE

OUTSIDE RADIUS

OVERLOAD

OFFICE

OVERHEAD

OPENING

OPPOSITE

OUTSIDE RADIUS

ORIGINAL

OUNCE

PIPE ANCHOR

PLUMBING CONTRACTOR

PRESSURE DROP

PRE MOLDED JOINT FILLER

PRESSURE REDUCING VALVE

PASSENGER

PATTERN

PERPENDICULAR

PLASTIC LAMINATE

PLASTIC

PLUMBING

PLYWOOD

PNEUMATIC

PANEL

PREFABRICATED

PROJECT

PAINT

PRECAST CONCRETE SLAB

PARTITION

PAVERS

POLYVINYL CHLORIDE

QUICK COUPLER VALVE

QUARRY TILE

QUALITY

QTY.

R R.

RAD.(R.)

R.A.

R.B.

RBR

RD.

R.D.

REC.

REF.

REV.

REM.

R.H.

R.H.R.

RCP

RE:

RECPT.

RECT.

REFR.

REINF.

REQD.

REV.

RFG.

R.H.

RHR

RLG.

RM.

R.R.

RT.

ROW (R/W)

RVS.

RWC.

RWL

S.A.

S.A.T.

S.C.

S.F.S.

S.P. S.

S.

S.S.

S. TO S.

SHM.

S.V.

SAN.

SCHED.

SECT.

SEW.

SHT.

SHWR.

SIM.

S.O.

SP

SPECS.

SPKR.

SQ.

ST.

STD.

STOR.

STRUCT.

SUSP.

SW.

T T.&B.

T.&G.

T.C.

T.C.C.

T.C.P.

T.P.

T.W.C.

TBB

TEL.

TEMP.

TERR.

THRU.

TKBD.

TLT.

TOL.

TYP.

U U.F.D.

U.L.

UNO

U.V.

UR.

UTIL.

VYL

VAP.

VAR.

VCB

V.C.P.

VCT

VERT.

VEST.

VENT.

VIF

VOL.

V.P.

V.S.

VWC

W.

W.C.

WD.

W.F.

WH

W.H.

W.I.

WP

W.P.

W.L.

W.M.

WS

W.S.

W.W.F.

WT.

XFMR

XFR

YD.

YCO

Ø

P x W/

QUANTITY

THERMAL RESISTANCE

RISER OR RIGHT

RADIUS

RETURN AIR

RUBBER BASE

RUBBER

ROAD

ROOF DRAIN

RECESSED

REFERENCE

REVISION

REMOVABLE

RIGHT HAND

RIGHT HAND REVERSE

REINFORCED CONCRETE PIPE

REFER TO:

RECEPTACLE

RECTANGLE OR RECTANGULAR

REFRIGERATOR

REINFORCE (D) (ING) (MENT)

REQUIRED

REVERSE

ROOFING

RIGHT HAND

RIGHT HAND REVERSE

RAILING

ROOM

RAIL ROAD

RIGHT

RIGHT OF WAY

REVERSE

MAIN WATER COLLECTOR

RAIN WATER LEADER

SUPPLY AIR

SUSPENDED ACOUSTICAL TILE

SEALED CONCRETE

STORE FRONT SYSTEM

STAND PIPE

SOUTH

STAINLESS STEEL

STUD TO STUD

SECURITY HOLLOW METAL

SHEET VINYL

SANITARY

SCHEDULE

SECTION

SEWER

SHEET

SHOWER

SIMILAR

SECTIONAL OVERHEAD

STATIC PRESSURE

SPECIFICATIONS

SPEAKER

SQUARE

STEEL

STANDARD

STORAGE

STRUCTURAL

SUSPENDED

SWITCH

TEMPERED

TOP AND BOTTOM

TONGUE AND GROOVE

TOP CURB

TEMP. CONTROL CONTRACTOR

TEMP. CONTROL PANEL

TEPID WATER

TEPID WATER CONTROLLER

TILE BACKER BOARD

TELEPHONE

TEMPERATURE

TERRAZZO

THROUGH

TACK BOARD

TOILET

TOLERANCE

TYPICAL

HEAT TRANSFER COEFFICIENT

UNDER FLOOR DUCT

UNDERWRITER'S LABORATORIES

UNLESS NOTED OTHERWISE

UNIT VENTILATOR

URINAL

UTILITY

VINYL

VAPOR

VARIES

VINYL COVE BASE

VITRIFIED CLAY PIPE

VINYL COMPOSITION TILE

VERTICAL

VESTIBULE

VENTILATE

VERIFY IN FIELD

VOLUME

VENT PIPE

VENT STACK

VINYL WALL COVERING

WEST

WATER CLOSET

WOOD

WASH FOUNTAIN

WALL HUNG

WATER HEATER

WROUGHT IRON

WORKING POINT

WATERPROOFING

WIND LOAD

WALK OFF MAT

WEATHER STRIP

WORK SINK

WELDED WIRE FABRIC

WEIGHT

TRANSFORMER

TRANSFER

YARD

YARD CLEAN OUT

DEGREE

PLUS OR MINUS

DIAMETER

CENTERLINE

PLATE

AND

BY

AT

NUMBER

WITH

ABBREVIATIONS:

BOTTOM OF

LIGHT FIXTURE

GRAB BARS AND

TOILET TISSUE

DISPENSER OR

HOLDER

WATER

CLOSET

STD.

URINAL

COAT

HOOKS

MIRROR AND

LAVATORY

1' - 0" 3' - 6"

3' - 4"

1' - 6"

M

A X

M

IN

1' - 0" 2' - 0"

T /R

IM

M A

X

M

IN

S U

R F

A C

E

T O

B /R

E F

L E

C T

IV

E

2' - 0"

M

IN

T O

B /G

F C

I

NOTE:

INSULATE SUPPLY AND

DRAIN PIPES BELOW

LAVATORIES AND SINK.

BARRIER

FREE LAV &

COUNTER

" 11"

T O

R

IM

O F

S

IN

K

3" MAX.

MIN.

1' - 5"

S

IN

K D

E P

T H

M A

X

8"

FIRE ALARM

HORN OR

STROBE

SHELF

M

IN

M

A X

FIRE HOSE,

EXTINGUISHER OR

COMBINATION CABINET

ELECTRIC OR

PANEL

CABINET

POWER

PANEL

ELECTRIC,

TELEPHONE OR TV

OUTLET

S W

IT

C

H

P U

S H

B U

T T

O N

F

IR

E A

L A

R M

B O

X

T H

E R

M O

S T

A T

C A

R D

R E

A D

E R

M E

C H

A N

IC

A

L

P

N E

L S

I N

F

IN

IS

H E

D S

P A

C E

S

M A

X T

O H

A N

D L E

M

IN

" 4

M

A X

W A

L L

B U

T T

O N

S

M A

X

S

DOOR

FRAME

DOOR

FRAME

EXIT

TYPICAL

LIGHT

SWITCH

LOCATION

EXIT LIGHTS

ABOVE DOORS

DOOR

M A

X

3"

TACTILE

SIGNAGE OR

PLAQUE

M

IN

M

A X

LOCATE ON LATCH SIDE

OF DOOR W/ 18" x 18"

CLEAR FLOOR SPACE.

WALL HUNG

LAV.

CONTRACTOR IS RESPONSIBLE TO

CONFIRM ALL MOUNTING HEIGHTS.

GENERAL NOTES:

A. REFER TO G002 FOR ADDITIONAL GENERAL NOTES AND

INFORMATION.

B. REFER TO STRUCTURAL DRAWINGS FOR APPLICABLE WALL

REINFORCEMENT AND ADDITIONAL REQUIREMENTS.

C. REFERENCE FLOOR PLANS FOR LOCATION OF PARTITION

TYPE.

WALL TYPE - A

"Z" FURRING AT 24" O.C.

2" RIGID INSULATION

5/8" GYP. BD.

3 1/8"

• TAKE TO UNDERSIDE OF EXISTING CEILING

12" CMU

WALL TYPE - H

• TAKE TO UNDERSIDE OF STRUCTURE

• REFER TO STRUCTURAL DRAWINGS FOR

ADDITIONAL REQUIREMENTS

11 5/8"

VAPOR BARRIER

FACE OF EXISTING WALL

D L Z

I N

D

IA

N A

L L C

D R

A W

IN

G

N U

M B

E R

P R

O J

E C

T N

U M

B E

R

D A

T E

A P

P R

V 'D

D E

S

IG

N E

D

D R

A W

N

C H

K 'D

/1

/2

:2

:2

P M

C R e v it B a c k u p s \2

\1

-A

T T

E R

B U

R Y

-B O

Q k k e rs ti e n s W

L R

A .r v t

G

-1

-9

R W

H P

O A

E B

R

H W

S

M A

Y

P O

A

A B

B R

E V

IA

T

IO

N

S , M

O U

N T

IN

G

H E

IG

H

T S

, A N

D P

A R

T

IT

IO

N

S C

H E

D U

LE

G

E N

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A L

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IN

B

U R

G H

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B A

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IC

O F

F

IC

E R

Q U

A R

T E

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A N

D B

A R

R A

C K

S R

E N

O V

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IO

N

C A

M P

A T

T E

R B

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Y J

O

IN

T M

A N

E U

V E

R T

R A

IN

IN

G C

E N

T E

R

ABBREVIATIONSPARTITION SCHEDULE

STANDARD MOUNTING HEIGHTS

N O

R

E V

IS

IO

N D

A

Path 3

Path 4

D L Z

I N

D

IA

N A

L L C

D R

A W

IN

G

N U

M B

E R

P R

O J

E C

T N

U M

B E

R

D A

T E

A P

P R

V 'D

D E

S

IG

N E

D

D R

A W

N

C H

K 'D

/1

/2

:2

:3

P M

C R e v it B a c k u p s \2

\1

-A

T T

E R

B U

R Y

-B O

Q k k e rs ti e n s W

L R

A .r v t

G

-1

-9

H W

S

E B

R

H W

S

M A

Y

P O

A

C O

D E

A N

A

LY

S

IS

A N

D C

O M

P

LI

A N

C E

P

LA

N S

G E

N E

R A

L

E D

IN

B

U R

G H

IN

B A

S

IC

O F

F

IC

E R

Q U

A R

T E

R S

A N

D B

A R

R A

C K

S R

E N

O V

A T

IO

N

C A

M P

A T

T E

R B

U R

Y J

O

IN

T M

A N

E U

V E

R T

R A

IN

IN

G C

E N

T E

R

TRAVEL DISTANCE- 60 MAN BARRACKS

Travel Path Travel Distance

Path 3 39' - 5"

Path 4 49' - 10"

USE

GROUP

ALLOWABLE

HEIGHT

ALLOWABLE

AREA

ACTUAL

AREA

(*SELECT DLZ STATE FOR APPLICABLE CODE REQUIREMENTS)

BUILDING CODE SUMMARY

A. PROJECT SUMMARY

1. RENOVATION OF EXISTING 60 AND 80 MAN BARRACKS. CMU MECHANICAL

ROOM ADDITIONS FOR NEW HVAC AND PLUMBING.

3. STRUCTURAL FRAMING SYSTEM

a. FIRST FLOOR: CMU LOAD BEARING WALLS.

4. FLOOR SYSTEM

a. FIRST FLOOR: CAST-IN-PLACE CONCRETE SLAB ON GRADE.

5. FOUNDATION SYSTEM

a. CAST-IN-PLACE CONCRETE.

6. ROOFING SYSTEM

a. PREFABRICATED WOOD TRUSSES WITH PLYWOOD SHEATING.

B. GOVERNING BUILDING STANDARDS

C. OCCUPANCY CLASSIFICATION

1. USE GROUP R-1

D. OCCUPANCY SEPARATION

1. NA

(TABLE 508.3.3)

E. CONSTRUCTION CLASSIFICATION

1. II-B

F. FIRE RESISTIVE REQUIREMENTS

1. BEARING WALLS - EXTERIOR

2. BEARING WALLS - INTERIOR

3. NON-BEARING WALLS - EXTERIOR

4. STRUCTURAL FRAME

5. PARTITIONS - PERMANENT

6. SHAFT ENCLOSURES

7. FLOORS AND ASSOCIATED SECONDARY MEMBERS

8. ROOFS AND ASSOCIATED SECONDARY MEMBERS

9. STAIRWAYS CONSTRUCTION

(TABLE 601, 602)

H. FIRE SPRINKLER SYSTEM

THE BUILDING SHALL BE PROVIDED WITH AN AUTOMATIC FIRE SUPPRESSION

SYSTEM THROUGHOUT.

I. FIRE ALARM SYSTEM

THE BUILDING SHALL BE PROVIDED WITH A FULLY ADDRESSABLE FIRE ALARM SYSTEM

THROUGHOUT.

J. THERMAL VALUES

1. CLIMATE ZONE B (ASHRAE 90.1 - 2007, TABLE 5.5-5)

2. OVERALL BUILDING CONSTRUCTION SHALL MEET OR EXCEED INDIANA ENERGY CONSERVATION CODE REQUIREMENTS

a. WALLS: MINIMUM R-11.4 c.i.

b. (*CONTINUE WALL TYPES AS NECESSARY)

c. ROOFS: MINIMUM R-38.0

d. OPAQUE DOORS: U-0.700 MAX.

e. FENESTRATION: U-0.55 MAX.

G. ALLOWABLE HEIGHT AND AREA (TABLE 503)

1. BUILDING CODE: 2014 INDIANA BUILDING CODE (2012 INTERNATIONAL BUILDING CODE WITH INDIANA AMENDMENTS)

2. PLUMBING CODE: 2012 INDIANA PLUMBING CODE (UNIFORM PLUMBING CODE, 2006 EDITION WITH INDIANA AMENDMENTS)

3. ELECTRICAL CODE: 2009 INDIANA ELECTRICAL CODE (NATIONAL ELECTRICAL CODE, 2008 EDITION WITH INDIANA AMENDMENTS)

4. MECHANICAL CODE: 2014 INDIANA MECHANICAL CODE (2012 INTERNATIONAL MECHANICAL CODE WITH INDIANA AMENDMENTS)

5. ENERGY CODE: 2010 INDIANA ENERGY CONSERVATION CODE (ASHRAE 90.1-2007 WITH INDIANA AMENDMENTS)

6. FIRE CODE: 2014 INDIANA FIRE CODE (2012 INTERNATIONAL FIRE CODE WITH INDIANA AMENDMENTS)

II-B 4 STORIES 16,000 S.F. BOQ'S = 3,839 S.F.

60 MAN = 5,227 S.F.

80 MAN = 6,326 S.F.

SCALE: 1/16" = 1'-0"

CODE COMPLIANCE PLAN - 80 MAN BARRACKS

N O

R

E V

IS

IO

N D

A

C

J L

P

J L P

J L

P

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S I T

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L O

C A

T I O

N

P

L A

N

D R

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I N

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N

U M

B E

R

A

P R

O J

E C

T

N

U M

B E

R

D A

T E

A P

P R

V D

D E

S I G

N E

D

D R

A W

N

C H

K D

M A

Y

C I V

I L

E D

I N

B U

R G

H

N O

R

E V

I S

I O

N D

A T

E

PLAN

NORTH

KEYPLAN

C A

M

T

E R

B U

R Y

J O

I N

T

M

A N

E U

V E

R

T

R A

I N

I N

G

C

E N

T E

R

B O

Q

B

A R

R A

C K

S

R

E N

O V

A T

I O

N

P

H A

S

DL

Z

IN

DI

AN

A, L

LC

BID PACKAGE 8

PROJECT AREA

SEE SHEET C201

FOR ENLARGED VIEW

BID PACKAGE 12

PROJECT AREA

SEE SHEET C201

FOR ENLARGED VIEW

BID PACKAGE 11

PROJECT AREA

SEE SHEET C201

FOR ENLARGED VIEW

BID PACKAGE 10

PROJECT AREA

SEE SHEET C202

FOR ENLARGED VIEW

BID PACKAGE 9

PROJECT AREA

SEE SHEET C202

FOR ENLARGED VIEW

BID PACKAGE 3

PROJECT AREA

SEE SHEET C200

FOR ENLARGED VIEW

I R B A N

K S

S T

THIRD STREET

F

O

U

R

H

R

E

E

T

BUILDING WALL

BUILDING WALL

BUILDING WALL

BUILDING WALL

BUILDING WALL

BUILDING WALL

SAN

SAN

S A N

S A N

S

A

N

S

A

N

S

A

N

C

J L

P

J L P

J L

P

J N

J

E X

I S

T I N

G

C

O N

D I T

I O

D

M

O V

A

A

N

A. UTILITIES SHOWN ARE APPROXIMATE, FIELD VERIFY PRIOR TO

CONSTRUCTION.

B. PROJECT LIMITS SHOWN ARE APPROXIMATE. ADJUSTMENTS TO THE

LIMITS INCIDENTAL TO CONSTRUCTION ACTIVITIES MAY BE

PERMITTED WITH THE APPROVAL OF THE ARCHITECT. CONTRACTOR

SHALL FIELD MARK ANY PROPOSED CHANGES TO THE PROJECT LIMITS

FOR ARCHITECT APPROVAL PRIOR TO BEGINNING CONSTRUCTION.

C. CONTRACTOR IS RESPONSIBLE FOR ALL NECESSARY TRAFFIC

MAINTENANCE PLANS, PERMITS, AND COORDINATION WITH

APPROPRIATE JURISDICTIONS REGARDING PUBLIC R.O.W. WORK.

D. SEE SITE CONSTRUCTION MANAGEMENT PLAN FOR STOCKPILE AND

STAGING LOCATIONS AND OTHER SITE REQUIREMENTS.

E. EROSION CONTROL MEASURES ARE TO BE INSTALLED PRIOR TO ANY

SITE DISTURBANCE. SEE SHEET NO. C400.

F. CONTRACTOR SHALL PROVIDE STABILIZED CONSTRUCTION ENTRANCE

PER THE REQUIREMENTS OF THE INDIANA STORMWATER QUALITY

MANUAL AND DETAIL ON SD5.2. SEE SITE CONSTRUCTION

MANAGEMENT PLAN FOR LOCATIONS.

G. EROSION CONTROL MEASURES FOR STOCKPILE PROTECTION SHALL BE

PLACED AS REQUIRED BY THE INDIANA STORMWATER QUALITY

MANUAL, INCLUDING, BUT NOT LIMITED TO, SILT FENCE ON

DOWNSLOPE AREAS OF STOCKPILE (10' MIN. FROM TOE OF SLOPE)

AND CONTAINMENT MEASURES TO AVOID WIND EROSION AND DUST

GENERATION. FINAL LOCATION BY CONTRACTOR.

H. REUSE OF ON-SITE TOPSOIL IS ANTICIPATED. CONTRACTOR SHALL

CONFIRM SUITABILITY OF ON-SITE TOPSOIL FOR REUSE PER

SPECIFICATIONS. IF UNSUITABLE OR INSUFFICIENT IN QUANTITY,

CONTRACTOR SHALL PROVIDE ADDITIONAL TOPSOIL TO MEET SITE

NEEDS AS SPECIFIED.

I. CONTRACTOR IS RESPONSIBLE FOR REMOVING AND PROPERLY

DISPOSING OF ANY UNSUITABLE FILL ENCOUNTERED AS DEFINED IN

SPECIFICATIONS.

GENERAL NOTES

STRIP TURF AND TOPSOIL. STOCKPILE TOPSOIL FOR REUSE.

SITE REMOVAL KEY

PROTECTION KEY

PROTECT EXISTING UTILITY

DO NOT DISTURB EX. PAVEMENT

REMOVE SIDEWALK. SAW CUT AS REQUIRED AT JOINT.

REMOVE STONE MULCH AS NEEDED FOR UTILITY INSTALLATION.

REMOVE TREE.

REMOVE ASPHALT PAVEMENT.

TBM '1A' ELEV = 717.09' (NAVD88)

MAG SPIKE SET SOUTHWEST FACE OF POWER POLE W/NO NUMBER NORTH

OF THE SECOND BUILDING EAST OF THE INTERSECTION OF 1ST STREET AND

FAIRBANKS STREET ON THE SOUTH SIDE OF 1ST STREET.

TBM '1B' ELEV = 718.97' (NAVD88)

MAG SPIKE SET NORTH FACE OF POWER/LIGHT POLE #816-363 BETWEEN

THE THIRD AND FOURTH BUILDINGS EAST OF THE INTERSECTION OF 1ST

STREET AND EGGLESTON STREET ON THE NORTH SIDE OF 1ST STREET.

TBM '1C' ELEV = 715.11' (NAVD88)

MAG SPIKE SET SOUTHWEST FACE OF POWER/LIGHT POLE WITH NO

NUMBER, NORTH OF THE FIRST BUILDING WEST OF THE INTERSECTION OF

2ND STREET AND EGGLESTON STREET ON THE SOUTH SIDE OF 2ND STREET.

TBM '2A' ELEV = 715.49' (NAVD88)

MAG SPIKE SET SOUTH FACE OF POWER POLE #816-533, BETWEEN

BUILDINGS 218 AND 219 DIRECTLY WEST OF THE INTERSECTION OF

FAIRBANKS STREET AND 4TH STREET.

TBM '3A' ELEV = 718.90' (NAVD88)

MAG SPIKE SET SOUTH FACE OF POWER/LIGHT POLE #276-051 BETWEEN

BUILDINGS 318 AND 319 NORTH AND WEST OF THE INTERSECTION OF

FAIRBANKS STREET AND 6TH STREET.

TBM '4A' ELEV = 727.97 (NAVD88)

MAG SPIKE SET NORTH FACE OF POWER/LIGHT POLE #816-724, BETWEEN

BUILDINGS 419 AND 420 ON THE SOUTH AND WEST SIDES OF THE

INTERSECTION OF HEADQUARTERS ROAD AND FAIRBANKS STREET.

TBM '5A' ELEV = 733.71' (NAVD88)

MAG SPIKE SET SOUTH FACE OF LIGHT POLE #366-843, BETWEEN BUILDINGS

512 AND 513 ON THE SOUTH AND EAST SIDES OF THE INTERSECTION OF

HEADQUARTERS ROAD AND GATLING STREET.

BENCHMARKS

D R

A W

I N

G

N

U M

B E

R

A

P R

O J

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N

U M

B E

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D A

T E

A P

P R

V D

D E

S I G

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NORTH

KEYPLAN

C A

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E R

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BID PACKAGE #8

PROJECT AREA

BID PACKAGE #11

PROJECT AREA

BID PACKAGE #12

PROJECT AREA

S E E

S H

E E T

C

I R B A N

K S

S T

THIRD STREET

F

O

U

R

R

E

E

T

T

Y

P

T

Y

P

25'

TYP.

25'

TYP.

25'

TYP.

25'

TYP.

W

W

W

W

W W W

W

W

W

W

W

W

W

W

C

J L

P

J L P

J L

P

J N

J

E N

L A

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T

E

U

T I L I T

Y

P

L A

N

EXISTING 8" WATER MAIN.

CONNECT PROPOSED 6" FIRE SERVICE LINE TO EXISTING 8" WATER

MAIN WITH TAPPING SLEEVE AND VALVE.

PROPOSED 6" WATER MAIN AT 4'-6" MINIMUM COVER. (PROVIDE

BENDS AND DEFLECTIONS REQUIRED TO MAINTAIN REQUIRED

CLEARANCE WITH EXISTING UTILITIES). RESTRAIN ALL WATER

MAIN JOINTS.

PAVEMENT PATCH REQUIRED. (SEE DETAIL 01/C400).

SIDEWALK REPLACEMENT. (SEE DETAIL 02/C400)

REPLACE STONE AND FABRIC WITH NEW MATERIALS THROUGH

EXCAVATED AREA.

CONTRACTOR SHALL BE PREPARED TO COMPLETELY REMOVE

SIDEWALK BETWEEN BUILDING PAIRS. IF REMOVED, REPLACE IN

KIND TO EXISTING GRADES.

GEOTHERMAL SYSTEM (SEE MECHANICAL PLANS FOR DETAILS).

BUILDING ADDITION (SEE ARCHITECTURAL PLANS).

RELOCATE GAS METER/GAS SERVICE.

ABANDON EXISTING WATER SERVICE AND WATER SERVICE PIT.

PROPOSED 6" X 6" X 6" WATER MAIN TEE

DETAILED INFORMATION REGARDING THE LOCATION OF EXISTING

UTILITIES/SERVICE LINES BETWEEN THE BUILDINGS IS NOT

AVAILABLE. CONTRACTOR TO OBTAIN UTILITY LOCATES AND/OR

POT HOLING TO DETERMINE VIABLE ROUTE FOR INSTALLATION OF

FIRE SERVICE LINES TO EACH BUILDING PAIR.

KEY NOTES

EXISTING ELECTRIC LINE

EXISTING FIBER OPTIC

EXISTING GAS MAIN

EXISTING TELEPHONE

EXISTING WATER MAIN

EXISTING SANITARY SEWER

LEGEND

E

FO

T

W

SAN

PROPOSED WATER MAINW

EXISTING UTILITY INFORMATION WAS COMPLIED FROM FIELD

SURVEY OF VISIBLE UTILITY APPURTENANCES AND AS-BUILT DATA

PROVIDED BY CAMP ATTERBURY. CONTRACTOR TO FIELD VERIFY

ALL UTILITIES PRIOR TO EXCAVATION.

G

D R

A W

I N

G

N

U M

B E

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A

P R

O J

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T

N

U M

B E

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D A

T E

A P

P R

V D

D E

S I G

N E

D

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C H

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M A

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C I V

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H

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KEYPLAN

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IN

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AN

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LC

1. LOCATION OF EXISTING UTILITIES SHOWN ARE APPROXIMATE.

CONTRACTOR SHALL VERIFY LOCATIONS PRIOR TO EXCAVATION.

2. UTILITIES ARE NOT SHOWN TO SCALE AND ARE PROVIDED IN

DIAGRAMMATIC FORMAT ONLY. NO ACCURATE DESCRIPTION OF

SERVICING UTILITIES IS AVAILABLE. CONTRACTOR TO FIELD LOCATE

ALL PRIVATE SERVICE LINES AND DETERMINE AVAILABLE ALIGNMENT

FOR WATER MAIN INSTALLATION PRIOR TO MAKING FIRE SERVICE

WATER MAIN TAP TO EXISTING WATER MAIN.

3. COORDINATE UTILITY DRAWINGS WITH

ARCHITECTURAL/PLUMBING/MECHANICAL/ELECTRICAL PLANS FOR

EXACT BUILDING ENTRANCE LOCATIONS.

4. COORDINATE WATER SERVICE CONNECTIONS TO WATER MAINS WITH

THE LOCAL WATER UTILITY.

5. ALL NEW WATER MAINS SHALL HAVE A MINIMUM OF 4'-6” COVER TO

TOP OF PIPE.

6. ALL JOINTS SHALL BE RESTRAINED ON NEW WATER MAIN.

7. MAINTAIN A MINIMUM OF 10-FEET HORIZONTAL SPACING AND 18"

VERTICAL SPACING BETWEEN ALL WATER MAINS AND SEWERS.

8. ALL SITE IMPROVEMENTS THAT ARE REQUIRED TO BE REMOVED FOR

THE INSTALLATION OF THE FIRE SERVICE WATER MAIN, SHALL BE

REPLACED IN KIND TO SAME ELEVATION, IN ACCORDANCE WITH THE

DETAILS PROVIDED HEREIN.

9. ALL DISTURBED AREAS SHALL BE FINE GRADED AND SEEDED AS PER

SPECIFICATIONS.

GENERAL NOTES

S E E

S H

E E T

C

BID PACKAGE #8

PROJECT AREA

BID PACKAGE #12

PROJECT AREA

BID PACKAGE #11

PROJECT AREA

C

O

N

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U

C

T

I

M

I

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K S

S T

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F

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S E E

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C

BID PACKAGE #8

PROJECT AREA

BID PACKAGE #12

PROJECT AREA

BID PACKAGE #11

PROJECT AREA

GENERAL NOTES

A. PROPOSED GRADES AND SLOPES SHALL MATCH EXISTING GRADES AND

SLOPES AT CONSTRUCTION LIMITS OR AS SHOWN ON DRAWINGS,

TYP. WHERE INTERSECTING SLOPE ELEVATIONS VARY, PROVIDE

SMOOTH TRANSITIONAL EDGE, TYPICAL.

B. UTILITIES AND UNDERGROUND OBSTACLES SHOWN ARE

APPROXIMATE, FIELD VERIFY UTILITY LOCATION PRIOR TO

COMMENCEMENT OF EARTHWORK AND/OR UTILITY ACTIVITIES. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO

OBSTRUCTIONS AND UTILITY LINES ENCOUNTERED DURING

CONSTRUCTION. CONTRACTOR SHALL NOTIFY AND HAVE THE

UTILITIES LOCATED AT LEAST 48 HOURS IN ADVANCE PRIOR TO

EXCAVATING.

C. PROPOSED FINISHED GRADES SHALL PROVIDE FOR POSITIVE

DRAINAGE TO A DRAINAGE STRUCTURE, OR TO MATCH EXISTING

GRADES. INFORM ENGINEER OF ANY DISCREPANCIES PRIOR TO

CONSTRUCTION.

D. CONTRACTOR SHALL FILL LOW/DEPRESSIONAL GRADES WHICH MAY

OCCUR THROUGH REQUIRED DEMOLITION, AS WELL AS, ANY AREA

WITHIN THE GRADING LIMITS, SO AS TO PROVIDE CONSTANT

UNIFORM SLOPES FOR POSITIVE DRAINAGE.

E. NO OPEN TRENCHES WILL BE ALLOWED IN THE EVENING AFTER DAILY

CONSTRUCTION OPERATIONS, CONTRACTOR TO PROVIDE

CONSTRUCTION FENCING AROUND ANY TRENCHING AREA FOR PUBLIC

SAFETY.

F. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DEWATERING

NECESSARY. WATER REMOVED BY DEWATERING EQUIPMENT SHALL

NOT BE DISPOSED OF INTO EXISTING SANITARY SEWERS. PROVIDE

SEDIMENT CONTROL MEASURES AS INDICATED ON SD5.2.

G. CONTRACTOR TO FIELD LOCATE (STAKE AND MARK) PLANT

LOCATIONS FOR REVIEW BY ENGINEER PRIOR TO INSTALLATION. THE

ENGINEER RESERVES THE RIGHT TO FIELD ADJUST ALL PLANT

LOCATIONS AS MAY BE NECESSARY.

H. SEED ALL AREAS NOT IDENTIFIED ON THESE DRAWINGS DISTURBED

BY CONSTRUCTION/ INSTALLATION ACTIVITIES IN ACCORDANCE WITH

SPEC. SECTION 329200.

I. CLEAR AND GRUB ALL AREAS DESIGNATED FOR PROPOSED

PLANTING/IMPROVEMENTS AS NECESSARY TO INSTALL PROPOSED

LAWN AND/OR PLANTINGS.

J. UTILITIES SHOWN ARE APPROXIMATE, FIELD VERIFY LOCATIONS

PRIOR TO COMMENCEMENT OF LANDSCAPING ACTIVITIES.

K. DECIDUOUS TREES WILL HAVE UNIFORM CROWN AND FORM AND BE

EVENLY LIMBED TO A MINIMUM HEIGHT ABOVE GRADE OF 5'-0",

UNLESS OTHERWISE SPECIFIED. TREES WITHIN LAWN AREAS TO HAVE

MIN. 5' DIAMETER SHREDDED HARDWOOD MULCH TREE RING.

L. ALL PLANTING BEDS TO RECEIVE 3" MINERAL MULCH AND STEEL EDGE

PER SPEC SECTION 329300.

A. THIS EROSION CONTROL PLAN SHALL BE CONSIDERED A MINIMUM

APPLICATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

PROMPTLY AND PROPERLY ADDRESSING UNFORESEEN EROSION IN

ACCORDANCE WITH THE INDIANA STORM WATER QUALITY MANUAL.

CONTRACTOR SHALL KEEP AN UP-TO-DATE RECORD ONSITE OF ANY

ALTERATIONS TO THE STORM WATER POLLUTION PREVENTION PLAN.

B. CONTRACTOR SHALL NOTIFY THE JOHNSON COUNTY SOIL AND WATER

CONSERVATION DISTRICT AT LEAST 48 HOURS TO BEGINNING OF

CONSTRUCTION.

C. THE CONTRACTOR HAS FULL RESPONSIBILITY OF INSPECTING AND

MAINTAINING THE EROSION CONTROL MEASURES ON A DAILY BASIS.

AT A MINIMUM, PRACTICES NEED TO BE INSPECTED WEEKLY, WITHIN

24 HOURS AFTER EACH STORM EVENT OVER ½ INCH AND DAILY

DURING PROLONGED STORM EVENTS. FAILING PRACTICES SHALL BE

REPAIRED OR REPLACED IMMEDIATELY.

D. ANY SEDIMENT TRACKED OUT OF PROJECT AREA ONTO PUBLIC

STREETS MUST BE CLEANED UP THE SAME DAY IT OCCURS.

E. CONTRACTOR SHALL SUBMIT CONSTRUCTION STAGING PLAN

DETAILING ALL VEHICLE AND EQUIPMENT PARKING AREAS, FUELING

LOCATIONS, CONSTRUCTION TRAILER PLACEMENT, AND DESIGNATED

CONCRETE TRUCK WASHOUT AREAS.

F. IF CONSTRUCTION WINDOW EXTENDS THROUGH WINTER, TEMPORARY

MULCHING AS SPECIFIED IN CHAPTER 7 OF THE INDIANA

STORMWATER QUALITY MANUAL SHALL BE REQUIRED.

G. TEMPORARY SEEDING SHALL BE INSTALLED ON ANY CLEARED AREA

THAT WILL BE UNDISTURBED FOR 7 DAYS OR MORE.

H. THE CONTRACTOR SHALL CONTROL DUST ON SITE WHEN NECESSARY

USING METHODS WHICH COMPLY WITH THE INDIANA STORM WATER

QUALITY MANUAL.

I. CONTRACT RESPONSIBILITY CORRESPONDS TO BID PACKAGE

INDICATED IN SILT FENCE CALLOUT. IF DAMAGED, SILT FENCE SHALL

BE REPAIRED/REPLACED BY CONTRACTOR RESPONSIBLE FOR DAMAGE

AND SHALL NOT BE SUBMITTED FOR PAYMENT. IF RESPONSIBLE

CONTRACTOR HAS COMPLETED WORK AND COMPLETELY REMOVED

FROM THE SITE, RESPONSIBILITY OF PROVIDING AND MAINTAINING

NEW SILT FENCE SHALL FALL ON ADJACENT CONTRACTOR.

GENERAL EROSION CONTROL NOTES

1. TEMPORARY CONSTRUCTION ENTRANCES SHALL BE PLACED PRIOR TO

EARTH DISTURBANCE AND SHALL REMAIN IN PLACE UNTIL PERMANENT

PAVEMENT IS INSTALLED.

2. SILT FENCE SHALL BE SET IN PLACE BEFORE ANY OF THE SOIL TO BE

CONTAINED BY THE FENCE IS DISTURBED. FENCE IS TO REMAIN AND

BE MAINTAINED UNTIL THE SITE IS STABILIZED WITH FINAL GROUND

COVER.

3. CHECK DAMS SHALL BE SET IN PLACE AT COMPLETION OF GRADING OF

DITCH. CHECK DAMS ARE TO REMAIN AND BE MAINTAINED UNTIL THE

CONTRIBUTING AREA IS STABILIZED.

4. CATCH BASIN PROTECTION SHALL BE PLACED IMMEDIATELY UPON

INSTALLATION OF STRUCTURE. PROTECTION IS TO REMAIN AND BE

MAINTAINED UNTIL PAVEMENT, CURB AND PLANTING AREA ARE

RESTORED.

5. SOIL STABILIZATION MEASURES (PERMANENT SEEDING AND EROSION

CONTROL BLANKET) SHALL BE INSTALLED IMMEDIATELY FOLLOWING

FINISH GRADING AND TOP SOIL PLACEMENT TO MINIMIZE EROSION

AND SHALL OCCUR IN STAGES AS ANY GIVEN AREA IS COMPLETED.

6. TEMPORARY MEASURES CAN BE REMOVED ONCE 70% DENSITY OF

PERMANENT VEGETATION IS ESTABLISHED OR ANOTHER STABILIZATION

MEASURE SUCH AS PAVEMENT IS IN PLACE. ALL TEMPORARY MEASURES

SHALL BE REMOVED AND RESTORED FOLLOWING STABILIZATION PER

THE DETAILS ON C5.2 AND THE INDIANA STORMWATER QUALITY

MANUAL.

SOIL EROSION & SEDIMENTATION

CONTROL TIMELINE

LEGEND

TEMPORARY PERIMETER PROTECTION - SILT FENCE

EXISTING CONTOUR

HYDROSEED TURF - SEE

SPECIFICATION SECTION 329200 FOR

ADDITIONAL INFORMATION.

STONE MULCH - SEE DETAIL SHEET C400

AND SPECIFICATION SECTION 329200

FOR ADDITIONAL INFORMATION.

# INDICATES BID PACKAGE, SEE GENERAL EROSION CONTROL NOTE I

E R

O S

I O

N

C

O N

T R

O L

A

S

T O

R A

T I O

N

P

L A

N

A. SEED ALL AREAS NOT IDENTIFIED ON THESE DRAWINGS DISTURBED BY

CONSTRUCTION/INSTALLATION ACTIVITIES IN ACCORDANCE WITH

SPECIFICATION SECTION 329200.

B. CLEAR AND GRUB ALL AREAS DESIGNATED FOR PROPOSED

PLANTING/IMPROVEMENTS AS NECESSARY TO INSTALL PROPOSED

LAWN AND/OR PLANTINGS.

C. REPLACE/REPAIR STONE MULCH AREAS DISTURBED BY CONSTRUCTION.

GENERAL PLANTING NOTES

J L

P

J L P

J L

P

J N

J

S T

A N

D A

T

A I L S

BROOM FINISH AS SPECIFIED

TRANSVERSE JOINT

1/2" PJF

PLAN

SEE NOTES BELOW

S E E

D

R A W

I N

G S

COMPACTED SUBGRADE

CONCRETE PAVEMENT

NOTES:

1. CONTRACTOR TO PLACE FORM WORK, COMPACT SUBGRADE MECHANICALLY TO A MINIMUM OF 100%

STANDARD PROCTOR, PLACE AND COMPACT BASE MEETING INDOT NO. 53 STONE SPECIFICATIONS TO

A MINIMUM OF 100% STANDARD PROCTOR, DEPOSIT CONCRETE INTO FORMS, LEVEL, AND TAMP

SUFFICIENTLY TO BRING MORTAR TO SURFACE, BEFORE FINISHING WITH A WOOD FLOAT. MEDIUM

BROOM FINISH. EDGES TO BE ROUNDED WITH APPROVED EDGER. SCORE (SAW CUT) CONTRACTION

JOINTS 1/4 THICKNESS OF PAVEMENT. LAYOUT JOINTING AT INTERVALS AS SHOWN ON PLANS AND

PER SPECIFICATIONS.

2. PROVIDE PREFORMED EXPANSION JOINT FILLER 1/2" THICK, BETWEEN CONCRETE AND ANY FIXED

STRUCTURE, INCLUDING CURBS, PAVEMENT, AND BUILDINGS, OR WHERE INDICATED, AS WELL AS

BETWEEN RADIUS POINTS, SEPARATE POURS, AND WHERE BREAK IS 30° OR MORE. PJF SHALL BE

HOMEX 300, HOMASOTE, OR OTHER CONFORMING TO AASHTO M-33 OR M-213. RECESS JOINT AND

CAULK WITH SEALANT FOR ALL EXPANSION JOINTS. SEE SPECIFICATION SECTIONS 321313 AND

321373.

3. UNIFORMLY DISPERSE FIBRILLATED POLYPROPYLENE FIBER AT 1.5 LB/CU. YD. PER THE REQUIREMENTS

OF SPEC SECTION 321313.

4" COMPACTED AGGREGATE

BASE COURSE

SIDEWALK SECTION

3 1/2" (385#/SQ. YD.) HMA BASE, TYPE B

1 1/2" (165#/SQ YD.) HMA SURFACE, TYPE B

SUBGRADE -

COMPACTED PER

SPECS.

2" COMPACTED INDOT NO. 53

AGGREGATE BASE COURSE

6" COMPACTED INDOT NO. 2

AGGREGATE BASE COURSE

NOTES:

1. CONTRACTOR TO COMPACT SUBGRADE MECHANICALLY TO A

MINIMUM OF 100% STANDARD PROCTOR, PLACE AND

COMPACT BASE MEETING INDOT NO. 53 STONE

SPECIFICATIONS TO A MINIMUM OF 100% STANDARD

PROCTOR.

2. SEE SPECIFICATION SECTION 321216.

3. SEE 9/SD3.2 FOR EDGE TREATMENT.

COMPACTED SUBGRADE

6" COMPACTED INDOT #53 AGGREGATE

3" COMPACTED INDOT #11 AGGREGATE

STRAW BALE

BINDING WIRE

10 MIL PLASTIC LINING

STAPLES (2 PER BALE)

" DIA. STEEL WIRE IN U 2"X4".

WOOD OR METAL STAKES (2 PER BALE)

STRAW BALE, TYP.

STAKE, TYP.

10 MIL PLASTIC

LINING TYP.

NOTES:

1. INSTALL CONCRETE WASHOUT SIGN WITHIN 30' OF TEMPORARY WASHOUT

FACILITY.

2. LAYOUT OF WASHOUT FACILITY MAY VARY DEPENDING ON SPACE AVAILABLE

WITHIN CONSTRUCTION STAGING AREA. WASHOUT FACILITIES SHALL BE

DESIGNATED BY THE PERMIT HOLDER BEFORE WORK BEGINS AND SHALL BE

LOCATED IN AN APPROPRIATE AREA WHERE THE WASTE RESULTING FROM

THE WASHOUT CANNOT ENTER SEWER SYSTEMS OR LOCAL WATERWAYS.

3. INSPECT DAILY AND AFTER EACH STORM EVENT FOR INTEGRITY OF OVERALL

SYSTEM, LEAKS, SPILLS, TRACKING BY EQUIPMENT AND TEARS OR

PUNCTURES OF LINING.

4. REMOVE WASTE WHEN SYSTEM REACHES 50% CAPACITY. WASTE FROM THE

WASHOUT FACILITIES SHALL BE DISPOSED OF IN AN APPROVED MANNER

ACCORDING TO STATE LAWS. REINSPECT SYSTEM PRIOR TO NEXT USE.

REPLACE LINER AFTER EVERY CLEANING.

5. ENFORCE USE OF WASHOUT BY ALL SITE PERSONNEL AND SUPPLIERS.

GEOTEXTILE FABRIC

N

N

8" MIN. INDOT NO. 2 AGGREGATE

P

U

B

L

A

D

NOTES:

1. FOR ADDITIONAL INSTALLATION, AND MAINTENANCE REQUIREMENTS, SEE INDIANA STORMWATER

QUALITY MANUAL, CHAPTER 7, SITE ACCESS AND PREPARATION.

2. CONTRACTOR SHALL INSPECT DAILY. RESHAPE AND TOP DRESS WITH CLEAN AGGREGATE AS NEEDED.

3. IMMEDIATELY REMOVE ANY MUD OR SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS.

6"

4"-6"

6"

12"

NOTES:

1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED.

2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" DEEP X 6" WIDE TRENCH WITH APPROXIMATELY

12" OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF

STAPLES/STAKES APPROXIMATELY 12" APART IN THE BOTTOM OF THE TRENCH. BACKFILL AND COMPACT THE TRENCH

AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" PORTION OF BLANKET BACK OVER SEED

AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED

APPROXIMATELY 12" APART ACROSS THE WIDTH OF THE BLANKET.

3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE

SIDE AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING

STAPLES/STAKES IN APPROPRIATE LOCATIONS AS PER BY MANUFACTURER'S RECOMMENDATION.

4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 3"-5" OVERLAP. ON BLANKET TYPE. TO

ENSURE PROPER SEAM ALIGNMENT, PLACE THE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON

TOP) EVEN WITH THE COLORED SEAM STITCH ON THE PREVIOUSLY INSTALLED BLANKET.

5. SPLICING CONSECUTIVE BLANKETS DOWN THE SLOPE SHALL BE DONE IN A SHINGLE STYLE WITH THE UP-SLOPE BLANKET

OVERLAPPING THE DOWN-SLOPE BLANKET 3" MINIMUM. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12"

APART ACROSS ENTIRE BLANKET WIDTH.

6. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

7. IN LOOSE SOIL CONDITIONS THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 6" MAY BE NECESSARY TO PROPERLY

SECURE THE BLANKETS.

8. MANUFACTURER: NORTH AMERICAN GREEN MODEL: S150 OR EQUAL.

PERIMETER CONTROL

WATER FLOW

JOINING FENCES

STAKE INSTALLATION

G

R

A

D

E

NOTES:

1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS.

2. INSTALL FENCING BY DIGGING A 6" DEEP TRENCH ALONG PROPOSED FENCE LINE. POUND STAKES IN TRENCH 6"- 8"

OR UNTIL SECURE. BE SURE TO STRETCH FABRIC TAUT WHEN POUNDING STAKES. DRAPE LOOSE END OF GEOTEXTILE

FABRIC INTO TRENCH. BACKFILL AND COMPACT SOIL ON BOTH SIDES.

3. JOIN FENCES BY PLACING THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.

ROTATE BOTH POSTS AT LEAST 180° IN A CLOCKWISE DIRECTION TO CREATE A TIGHT SEAL WITH THE FABRIC

MATERIAL. DRIVE BOTH POSTS ABOUT 10" INTO THE GROUND AND BURY FLAP.

4. INSPECT WITHIN 24 HOURS OF A RAIN EVENT AND ATLEAST ONCE EVERY SEVEN DAYS. IF FENCE FABRIC TEARS, STARTS TO DECOMPOSE, OR IN ANYWAY BECOMES INEFFECTIVE, REPLACE THE AFFECTED PORTION IMMEDIATELY.

5. REMOVE DEPOSITED SEDIMENT WHEN IT IS CAUSING THE FILTER FABRIC TO BULGE OR WHEN IT REACHES ONE-HALF

THE HEIGHT OF THE FENCE AT IT'S LOWEST POINT. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN

STABILIZED, REMOVE THE FENCE AND SEDIMENT DEPOSITS, GRADE THE SITE TO BLEND WITH THE SURROUNDING

AREA AND STABILIZE.

FABRIC

STAKE

6"X6" TRENCH

WITH BACKFILL

FABRIC

EXTENDS

INTO

TRENCH

UNDISTURBED

AREA OF SITE

POST

FABRIC

POST

FABRIC

GRADE

INSTALLATION INSTRUCTIONS:

1. REMOVE THE GRATE FROM THE CASTING OR CONCRETE

DRAINAGE STRUCTURE.

2. CLEAN THE LEDGE OF THE CASTING FRAME OR DRAINAGE

STRUCTURE TO ENSURE IT IS FREE OF STONE AND DIRT.

3. DROP INLET FILTER THROUGH THE CLEAR OPENING AND BE

SURE THE SUSPENSION HANGERS REST FIRMLY ON THE INSIDE

LEDGE OF THE CASTING.

4. REPLACE THE GRATE AND CONFIRM IT IS ELEVATED NO MORE

THAN 1/8”, WHICH IS THE THICKNESS OF THE STEEL HANGERS.

MAINTENANCE GUIDELINES:

1. CONSTRUCTION SITE INSPECTION SHOULD OCCUR FOLLOWING

EACH ½” OR MORE RAIN EVENT.

2. EMPTY THE SEDIMENT BAG IF MORE THAN HALF FILLED WITH

SEDIMENT AND DEBRIS.

3. REMOVE THE GRATE, ENGAGE THE LIFTING BARS OR HANDLES

AND LIFT FROM THE DRAINAGE STRUCTURE.

4. DISPOSE OF THE SEDIMENT OR DEBRIS AS DIRECTED BY THE

ENGINEER OR MAINTENANCE CONTRACT IN ACCORDANCE WITH

EPA GUIDELINES.

5. REMOVE ANY CAKED ON SILT FROM THE SEDIMENT BAG AND

REVERSE FLUSH THE BAG WITH MEDIUM SPRAY FOR OPTIMAL

FILTRATION.

6. REPLACE THE BAG IF TORN OR PUNCTURED TO ½” DIAMETER

OR GREATER ON THE LOWER HALF OF THE BAG.

7. DISPOSE OF ALL OIL CONTAMINATED PRODUCTS IN

ACCORDANCE WITH EPA GUIDELINES.

INLET GRATE

INLET FILTER -

PRODUCT TO BE

FLEXSTORM INLET

FILTER BY INLET &

PIPE PROTECTION, INC.

OR APPROVED EQUAL.

CASTING LEDGE

D R

A W

I N

G

N

U M

B E

R

A

P R

O J

E C

T

N

U M

B E

R

D A

T E

A P

P R

V D

D E

S I G

N E

D

D R

A W

N

C H

K D

M A

Y

C I V

I L

E D

I N

B U

R G

H

N O

R

E V

I S

I O

N D

A T

E

C A

T

E R

B U

I N

T

M

A N

E U

V E

R

T

R A

I N

I N

G

C

E N

T E

R

B O

Q

B

A R

R A

C K

S

R

E N

O V

A T

I O

N

P

H A

Z

IN

DI

AN

A, LC

J L

P

J L P

J L

P

J N

J

S T

A N

D A

T

A I L S

M

I N

O.D.

5' OR LESS

M

I N

O.D.

GREATER

THAN 5'

NOTES:

ALL BEDDING AND INITIAL

BACKFILL SHALL BE

INSTALLED IN 6" TO 12"

BALANCED LIFTS.

A MINIMUM OF 9" OF

CLEARANCE SHALL BE

PROVIDED ON EACH SIDE

OF THE INSTALLED PIPE.

BEDDING AND BACKFILL

FOR WATER MAINS SHALL

BE SAND IN LIEU OF #8

CRUSHED STONE.

WITHIN 5' OF EDGE OF PAVEMENT GREATER THAN 5' FROM EDGE OF

PAVEMENT

'B' BORROW OR EQUIV. GRANULAR

MATERIAL COMPACTED TO 95%

STANDARD PROCTOR MAX.

DENSITY

MINIMUM TRENCH WIDTH

1.25X(O.D.) + 12"

# 8 CRUSHED STONE OR

APPROVED EQUIVALENT.

CLASS 1 BEDDING MATERIAL

HAND TAMPED OR WALKED

INTO PLACE.

PIPE, SEE SITE PLAN

FOR TYPE AND SIZE

MIN. 6" TOPSOIL TO ENSURE GRASS

GROWTH IF NOT UNDER PAVEMENT

E.O.P., CURB, GUTTER

OR SIMILAR STRUCTURE

E.O.P., CURB, GUTTER, OR

SIMILAR STRUCTURE

MIN. 6" TOPSOIL TO ENSURE

GRASS GROWTH

REGULAR

BACKFILL

MINIMUM TRENCH WIDTH

1.25X(O.D.) + 12"

#8 CRUSHED STONE OR

APPROVED EQUIVALENT.

CLASS 1 BEDDING MATERIAL

HAND TAMPED OR WALKED

INTO PLACE.

PIPE, SEE SITE PLAN

FOR TYPE AND SIZE

THRUST BLOCKING, AS REQUIRED

AS REQ'D

FINISH GRADE

PROPOSED SEWER PIPE

CROSSING

CENTER 20' LENGTH OF

WATER MAIN

WATER

MAIN

M

I N

C L E A R

WATER MAIN

WATER MAIN

SAND BACKFILL

WATER MAIN ON PROPOSED STORM CROSSING

3' MAXIMUM

SAME SIZE AS SEWER SERVICE

45° "WYE" BRANCH

NOTES:

1. LOCATE CLEAN-OUT SUCH THAT PLUG IS NOT LOCATED

IN SIDEWALK UNLESS DIRECTED OTHERWISE.

2. IN NON-TRAFFIC AREAS, TOP OF CLEAN-OUT SHALL

REQUIRE AN ADAPTER AND A THREADED PLUG.

3. IN CONCRETE OR ASPHALT ROADWAYS OR SIDEWALKS,

CLEANOUT AND PLUG TO BE LOCATED WITHIN A

CASTING. CASTING FRAME AND LID TO BE NEENAH

#R-1975 OR APPROVED EQUAL.

4. ALL SANITARY SEWERS SHALL BE DESIGNED AND

INSTALLED IN ACCORDANCE WITH THE RECOMMENDED

STANDARDS FOR WASTEWATER FACILITIES BY THE

GREAT LAKES-UPPER MISSISSIPPI RIVER BOARD OF

STATE AND PROVINCIAL PUBLIC HEALTH AND

ENVIRONMENTAL MANAGERS. SANITARY SEWERS

SHALL BE APPROVED BY THE INDIANA DEPARTMENT OF

ENVIRONMENTAL MANAGEMENT.

5. THE CONTRACTOR OR DEVELOPER SHALL PROVIDE THE

OWNER WITH "AS BUILT" DRAWINGS OF ALL SANITARY

SEWER AND SERVICES.

6. ALL NEW SERVICE CONNECTIONS TO MAIN LINE

SEWERS SHALL REQUIRE A PERMIT AND TAPPING FEES.

B L D

G

W

A L L

CONC. PAD O.D.

SHALL EQUAL

JACKET O.D. PLUS

18" WITH AN 8" MIN.

THICKNESS

45° ELBOW

M

I N

GRADE

TARRED FELT DISK

8" MIN.

SANITARY/STORM

SEWER FROM

BUILDING

45°

1' MINIMUM

PVC CLEAN-OUT ADAPTER AND

THREADED PLUG UNLESS OTHERWISE

DIRECTED OR AS NOTED BELOW

D R

A W

I N

G

N

U M

B E

R

A

P R

O J

E C

T

N

U M

B E

R

D A

T E

A P

P R

V D

D E

S I G

N E

D

D R

A W

N

C H

K D

M A

Y

C I V

I L

E D

I N

B U

R G

H

N O

R

E V

I S

I O

N D

A T

E

C A

T

E R

B U

I N

T

M

A N

E U

V E

R

T

R A

I N

I N

G

C

E N

T E

R

B O

Q

B

A R

R A

C K

S

R

E N

O V

A T

I O

N

P

H A

Z

IN

DI

AN

A, L

LC

NOTE: THOROUGHLY CLEAN EXISTING MAIN AT PROPOSED

CONNECTION BEFORE ATTACHING TAPPING SLEEVE

EXISTING

WATER MAIN

TAPPING SLEEVE

JOINT FLANGE

MECHANICAL

JOINT FLANGE

MECHANICAL

NEW WATER MAIN

W/VALVE BOX

TAPPING VALVE

STAINLESS STEEL

EXISTING

WATER MAIN

1) LOAD TYPE UNIFORM (PSF) CONCENTRATED (POUNDS)

2) ROOF LIVE LOAD 20 300

3) FLOOR LIVE LOAD 100 2000

4) CORRIDORS AT FIRST FLOOR 100

5) MECHANICAL AREAS 125

6) LIVE LOAD REDUCTION NOT USED

1. GENERAL

A. THE INFORMATION ON THIS SHEET SHALL APPLY TO ALL CONSTRUCTION DOCUMENTS.

B. INFORMATION ON THIS SHEET SUPPLEMENTS THE PROJECT SPECIFICATIONS. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

C. NUMEROUS OPENINGS ARE REQUIRED THROUGH THE ROOF. SEE ALL OTHER TRADES' DRAWINGS FOR SIZE AND EXACT LOCATION OF ALL

PENETRATIONS. PENETRATIONS LESS THAN 12" MAY NOT ALL BE INDICATED ON STRUCTURAL DRAWINGS. PENETRATIONS LESS THAN 12" SHALL

HAVE AT LEAST 1'-0" CLEAR BETWEEN OPENINGS, UNLESS APPROVED IN WRITING BY THE SER.

D. UNLESS OTHERWISE NOTED, ALL DETAILS, SECTIONS AND NOTES ON THE DRAWINGS ARE INTENDED TO INDICATE DESIGN INTENT AND ARE TO BE

TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE.

E. THESE DRAWINGS ARE NOT TO BE USED FOR SHOP DETAILING UNLESS SPECIFICALLY STAMPED BY THE STRUCTURAL ENGINEER ON THE

DRAWINGS “FOR DETAILING”. THESE DRAWINGS ARE NOT TO BE REPRODUCED FOR THE PURPOSE OF USING THEM AS SHOP DRAWINGS. ANY

SHOP DRAWINGS SUBMITTED WITH COPIES OF THESE DRAWINGS WITHOUT PRIOR APPROVAL BY THE STRUCTURAL ENGINEER OF RECORD WILL

BE REJECTED AND RESUBMITTAL WILL BE REQUIRED.

F. THE INFORMATION CONTAINED ON THE STRUCTURAL DRAWINGS IS IN ITSELF INCOMPLETE AND VOID UNLESS USED IN CONJUNCTION WITH ALL

OTHER DISCIPLINE DRAWINGS, THE SPECIFICATIONS, TRADE PRACTICES, OR APPLICABLE STANDARDS, CODES, ETC.

G. CONTRACTOR IS TO ASSUME FULL RESPONSIBILITY, UNRELIEVED BY REVIEW OF SHOP DRAWINGS OR PERIODIC OBSERVATION OF

CONSTRUCTION, FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS, FOR DIMENSIONS TO BE CONFIRMED AND CORRELATED ON THE JOB SITE

AND BETWEEN INDIVIDUAL DRAWINGS OR SETS OF DRAWINGS FOR FABRICATION PROCESSES AND CONSTRUCTION TECHNIQUES (INCLUDING

EXCAVATION, SHORING, SCAFFOLDING, BRACING, ERECTION, FORMWORK, ETC.), FOR COORDINATION OF THE VARIOUS TRADES, AND FOR SAFE

CONDITIONS ON THE JOB SITE. VARIATIONS IN FIELD CONDITIONS RELATIVE TO THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE

ENGINEER AS SOON AS THEY ARE FOUND. WORK SHALL NOT PROGRESS UNTIL WRITTEN PERMISSION FROM THE ENGINEER IS OBTAINED.

H. EXISTING FINISH ELEVATION IS SHOWN AS EQUAL TO 100'-0" AS USED IN THE STRUCTURAL DRAWINGS.

I. WHERE CONFLICTS OR DISCREPANCIES BETWEEN DRAWINGS AND SPECIFICATIONS EXIST THE CONTRACTOR SHALL NOTIFY THE ENGINEER

IMMEDIATELY FOR CLARIFICATION. THE CONTRACTOR SHALL NOT ASSUME ANY ITEM TAKES PRECEDENCE OVER THE OTHER. ANY ACTION THE

CONTRACTOR MAKES PRIOR TO NOTIFICATION SHALL BE AT THE CONTRACTOR'S RISK.

J. THESE DRAWINGS SHALL NOT BE SCALED TO OBTAIN DIMENSIONS. IF THE DIMENSIONS CANNOT BE DETERMINED BY THE INFORMATION GIVEN, CONTRACTOR SHALL CONTACT ENGINEER FOR REQUIRED INFORMATION.

K. SITE OBSERVATION BY THE ENGINEER IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN

ACCORDANCE WITH THE STRUCTURAL CONTRACT DOCUMENTS. THIS LIMITED SITE OBSERVATION SHOULD NOT BE CONSTRUED AS EXHAUSTIVE

OR CONTINUOUS TO CHECK THE QUALITY OR QUANTITY OF THE WORK, BUT RATHER PERIODIC IN AN EFFORT TO GUARD THE OWNER AGAINST

DEFECTS OR DEFICIENCIES IN THE WORK OF THE CONTRACTOR.

L. THE DRAWINGS, SPECIFICATIONS, BIM MODEL AND OTHER DOCUMENTS PREPARED BY DLZ INDIANA, LLC (DLZ) FOR THIS PROJECT ARE

INSTRUMENTS OF THE ENGINEER'S SERVICE, AND MAY BE USED SOLELY WITH RESPECT TO THE PROJECT AND, UNLESS OTHERWISE PROVIDED, THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE PLANS AND RETAINS ALL COMMON LAW RIGHTS, TITLES AND INTEREST THEREIN. THE

OWNER SHALL BE PERMITTED TO RETAIN COPIES, INCLUDING REPRODUCIBLE COPIES, OF THE ENGINEER'S DRAWINGS, SPECIFICATIONS OTHER

DOCUMENTS FOR INFORMATION AND REFERENCE IN CONNECTION WITH THE OWNER'S USE AND OCCUPANCY OF THE PROJECT. DLZ SHALL NOT

BE LIABLE FOR ANY HARM OR DAMAGE SUFFERED BY ANY PARTY BY REASON OF THE UNAUTHORIZED USE OF THESE PLANS. DLZ EXPRESSLY

RESERVES ITS COPYRIGHTS IN THESE PLANS. THESE PLANS MAY NOT BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER

WHATSOEVER, NOR MAY THEY BE ASSIGNED OR OTHERWISE MADE AVAILABLE TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS

WRITTEN CONSENT OF DLZ.

M. DO NOT INSTALL CONDUIT IN SLABS ON GRADE OR CONCRETE WALLS UNLESS EXPLICITLY SHOWN OR NOTED ON THE STRUCTURAL DRAWINGS.

N. DO NOT SUSPEND ANY ITEMS, SUCH AS DUCTWORK, MECHANICAL OR ELECTRICAL FIXTURES, CEILINGS, ETC. FROM WOOD ROOF SHEATHING.

O. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR THE DESIGN, INSTALLATION, AND REMOVAL OF ALL TEMPORARY BRACING AND CONSTRUCTION

SUPPORTS, FOR NEW AND EXISTING STRUCTURES, AS NECESSARY TO COMPLETE THE PROJECT. NO PORTION OF THE PROJECT, WHILE UNDER

CONSTRUCTION, IS INTENDED TO BE STABLE IN THE ABSENCE OF THE CONTRACTOR'S TEMPORARY BRACES AND SUPPORTS UNTIL ALL OF THE

STRUCTURAL ELEMENTS, INCLUDING THE MASONRY/CONCRETE WALLS, WOOD ROOF DECK, AND SLABS-ON-GRADE ARE IN PLACE AND FULLY

CONNECTED AS INDICATED ON THESE DRAWINGS. CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN ALL

TEMPORARY BRACING AND CONSTRUCTION SUPPORTS.

2. DESIGN DATA

A. DESIGN CODE:

1) ALL DESIGN IS IN CONFORMANCE WITH THE 2016 UNIFIED FACILITIES CRITERIA (2015 INTERNATIONAL BUILDING CODE) (UFC). RISK CATEGORY

IS TYPE II.

B. DESIGN DEAD LOADS: WEIGHT OF ALL MATERIALS OF CONSTRUCTION INCORPORATED INTO THE BUILDING INCLUDING BUT NOT LIMITED TO

WALLS, FLOORS, ROOFS, CEILINGS, BUILT IN PARTITIONS, FINISHES, CLADDING, EQUIPMENT AND OTHER SIMILARLY INCORPORATED ITEMS AND

EQUIPMENT.

1) ROOF TOP CHORD - 15 PSF

2) ROOF BOTTOM CHORD - 10 PSF

C. DESIGN LIVE LOADS

D. WIND LOADING CRITERIA

1) ULTIMATE 3-SECOND WIND SPEED V=115 MPH

2) EXPOSURE B

3) GCPI=±0.18 (ENCLOSED STRUCTURES)

E. SNOW LOADING CRITERIA

1) PG=20 PSF

2) PF=16 PSF

3) I=1.0

4) CE=0.9

5) CT=1.2

F. SEISMIC DESIGN CRITERIA

1) I=1.0

2) SS =0.173

3) S1 =0.092

4) SDS=0.185

5) SD1=0.147

6) SITE CLASS D (ASSUMPTION MADE WITHOUT GEOTECHNICAL REPORT BASED ON ALLOWABLE SOIL PROPERTIES IN IBC 2015)

7) SEISMIC DESIGN CATEGORY B

8) BASIC SEISMIC FORCE RESISTING SYSTEM - ORDINARY REINFORCED MASONRY SHEAR…