W912QR24R0008_Plans-0003.pdf

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

P2

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

J

R P

L

LO

U

IS

VI

LL

E, K

Y

SE

PT

EM

BE

R

9, D

ET

R O

IT

A

R

SE

N

AL

, M I

G R

O U

N D

T R

AN

SP

O R

TA

TI

O N

E Q

U

IP

M

EN

T

BU

IL

D

IN

G

FY

Plot Date: File Path:

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IT

TA

L

GENERAL NOTES

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS AND RECORDS. THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY.

THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. BEFORE STARTING ANY WORK, THE CONTRACTOR SHALL POTHOLE TO LOCATE AND PROTECT ALL EXISTING BURIED UTILITY LINES, WHETHER OR NOT SHOWN ON THESE DRAWINGS, DURING THE COURSE OF CONSTRUCTION.

REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITIES MUST BE COORDINATED BETWEEN

THE CONTRACTOR, UTILITY COMPANY, AND CONTRACTING OFFICER'S REPRESENTATIVE.

2. PRIOR TO THE START OF CONSTRUCTION THE CONTRACTOR SHALL INSTALL AND MAINTAIN DURING CONSTRUCTION ALL SEDIMENT CONTROL MEASURES AS NECESSARY TO RETAIN SEDIMENTS ON THE

SITE.

3. THE CONTRACTOR SHALL COORDINATE WORK EFFORTS WITH THE GOVERNMENT TO MINIMIZE TRAFFIC

INTERFERENCE AND OPERATIONS OF THE FACILITIES.

4. NO BLASTING OR BURNING IS ALLOWED ON THE PROJECT SITE, UNLESS OTHERWISE NOTED OR

DIRECTED BY THE GOVERNMENT.

DEMOLITION AND CLEARING NOTES:

1. DEMOLITION AND CLEARING OPERATIONS SHALL CONFORM TO APPLICABLE REGULATIONS RELATING TO

ENVIRONMENTAL REQUIREMENTS, DISPOSAL OF DEBRIS, AND USE OF HERBICIDES.

2. DEMOLITION WASTE SHALL BE DISPOSED OF IN A LEGAL MANNER. REMOVE DEMOLITION WASTE MATERIALS FROM PROJECT SITE AND DISPOSE OF WASTE IN AN EPA-APPROVED LANDFILL ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. DO NOT BURY OR BURN DEMOLITION WASTE ON-SITE.

3. ARRANGE DEMOLITION SCHEDULE SO AS NOT TO INTERFERE WITH GOVERNMENT'S ON-SITE

OPERATIONS OR OPERATIONS OF ADJACENT OCCUPIED BUILDINGS. PROVIDE NOT LESS THAN 72 HOURS

NOTICE OF ACTIVITIES THAT WILL AFFECT OPERATIONS OF ADJACENT OCCUPIED BUILDINGS.

4. PRIOR TO COMMENCEMENT OF SITE CLEARING OPERATIONS, VERIFY THE FOLLOWING:

a. TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE IN PLACE AND IN WORKING ORDER.

b. EXISTING UNDERGROUND UTILITIES HAVE BEEN LOCATED AND MARKED IN THE FIELD.

c. EXISTING SITE IMPROVEMENTS AND UTILITIES TO REMAIN HAVE BEEN PROTECTED.

5. COORDINATE UTILITY DEMOLITION AND ABANDONMENT WITH DETROIT ARSENAL UTILITY GROUPS.

6. CONTRACTOR TO PROVIDE A MINIMUM OF 48-HOUR NOTICE TO ALL DETROIT ARSENAL UTILITY GROUPS

BEFORE DIGGING.

7. COORDINATE ALL SITE DEMOLITION WITH PROPOSED SITE IMPROVEMENTS, AND NEW UNDERGROUND

UTILITIES.

8. CONTRACTOR SHALL REPAIR ANY DAMAGED UTILITY LINES CAUSED BY HIS/HER ACTIVITIES. ALL WORK REQUIRED TO PERMANENTLY REPAIR THE UTILITY TO THE ENGINEER'S SATISFACTION SHALL BE AT THE

CONTRACTORS EXPENSE.

EARTHWORK NOTES:

1. COORDINATE ALL SITE IMPROVEMENTS WITH NEW UNDERGROUND UTILITIES.

2. IN THE EVENT OF ANY UNFORESEEN CONDITIONS THAT ARE ENCOUNTERED AND NOT COVERED BY THESE NOTES DURING GRADING OPERATIONS, THE ENGINEER SHALL BE IMMEDIATELY NOTIFIED FOR

DIRECTION.

3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM ALL NECESSARY CUTS AND FILLS WITHIN THE LIMITS OF THIS PROJECT AND RELATED OFF-SITE WORK SO AS TO ESTABLISH THE DESIRED

SUBGRADE, FINISH GRADES AND SLOPES SPECIFIED WITHIN THE PLANS.

4. ADEQUATE SHORING IS TO BE DESIGNED AND PROVIDED BY THE CONTRACTOR TO PREVENT

UNDERMINING OF ANY ADJACENT FEATURES OR FACILITIES AND/OR CAVING OF THE EXCAVATION. ALL

SHORING AND ASSOCIATED TEMPORARY STRUCTURES SHALL BE DESIGNED BY A LICENSED

PROFESSIONAL AND INSTALLED PURSUANT TO O.S.H.A. REQUIREMENTS.

UTILITY NOTES:

1. WHERE APPLICABLE, THE CONTRACTOR SHALL MAINTAIN ALL FENCING, SIGNS, DETOURS, FLAGMEN, SIGNALS, ETC., FOR ANY OPEN TRENCHES, HOLES OR PITS. ALL TRENCHES, HOLES OR PITS SHALL BE

CLOSED OR PROTECTED BY BARRICADES AT THE END OF THE DAY.

2. THE CONTRACTOR SHALL MAINTAIN RECORD DRAWINGS DURING CONSTRUCTION WHICH SHOW THE

CONSTRUCTED CONDITIONS OF ALL WORK INSTALLED.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. PRIOR TO COMMENCEMENT OF ANY CLEARING AND EXCAVATION WITHIN A WORK AREA, ALL EROSION

AND SEDIMENT CONTROL MEASURES SHALL BE INSTALLED AND IN WORKING ORDER.

2. THE STORMWATER POLLUTION PREVENTION PLAN (SWP3) IS PREPARED IN ACCORDANCE WITH THE STATE AND FEDERAL NATIONAL POLLUTANT DISCHARGE SYSTEM (NPDES) PERMIT AND SHALL OUTLINE “BEST MANAGEMENT PRACTICES” TO BE USED THROUGHOUT THE PROJECT AND WILL BE PROVIDED TO

THE CONTRACTOR.

3. THE “EROSION CONTROL PLAN” CONTAINED WITHIN THIS PLAN SHALL BE ADJUSTED AS REQUIRED DURING THE PHASING AND PERFORMANCE OF THE CONSTRUCTION. ADDITIONAL MEASURES SHALL BE ADDED AS REQUIRED TO ENSURE THE SITE MEETS ALL FEDERAL, STATE, AND LOCAL EROSION AND SEDIMENT CONTROL REQUIREMENTS, AS WELL AS THE APPROPRIATE STATE AND FEDERAL NATIONAL

POLLUTANT DISCHARGE PERMIT (NPDES).

4. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING EROSION AND SEDIMENT CONTROL FEATURES TO PREVENT SEDIMENT-LADEN AND OTHER POLLUTANTS FROM LEAVING THE CONSTRUCTION AREAS AND

ENTERING EXISTING STORM WATER FACILITIES AND SURFACE WATERS. ADDITIONAL MEASURES

BEYOND THOSE SHOWN ON THESE PLANS MAY BE NECESSARY DURING CONSTRUCTION, INCLUDING

TEMPORARY VEGETATIVE MEASURES AND INSTALLATION OF OTHER SILT TRAPPING MEASURES.

5. ALL BEST MANAGEMENT CONTROL PRACTICES SHALL BE INSPECTED BY THE SUPERINTENDENT, THE

PERSON RESPONSIBLE FOR THE DAY TO DAY OPERATIONS; OR SOMEONE APPOINTED BY THE

SUPERINTENDENT, AT LEAST EVERY 7 DAYS OR WITHIN 24 HOURS AFTER A PRECIPITATION EVENT THAT RESULTS IN RUNOFF LEAVING THE SITE INCLUDING WEEKEND DAYS REGARDLESS IF THE CONTRACTOR

IS WORKING OR NOT. A WRITTEN LOG SHALL BE MAINTAINED ON SITE OF ALL INSPECTIONS.

6. ALL BEST MANAGEMENT CONTROL MEASURES WILL BE MAINTAINED IN GOOD WORKING ORDER. IF A REPAIR IS NECESSARY, IT WILL BE INITIATED WITHIN 24 HOURS OF REPORTS IDENTIFYING THE PROBLEM

DETAILS OF THE REPAIRS SHALL BE MAINTAINED WITH THE INSPECTION LOG.

7. CONTRACTOR SHALL MAINTAIN AS MUCH OF THE EXISITING VEGETATION AS POSSIBLE IN AREAS OUTSIDE OF THE SCOPE OF WORK AND IN AREAS TO BE DEMOLISHED. VEGETATION TO STAY SHALL BE

PROTECTED DURING CONSTRUCTION. AREAS THAT ARE DISTURBED BY CONSTRUCTION SHALL BE

COVERED AND SEEDED WITHIN 14 DAYS IF NO WORK IN AREA IS PLANNED WITHIN THE NEXT 30 DAYS.

WHEN GRADING IS COMPLETE IN AN AREA, THE AREA SHALL BE SEEDED FOR FINAL STABILIZATION. ALL DISTURBED AREAS SHALL BE SEEDED. THIS INCLUDES, BUT IS NOT LIMITED TO, AREAS AFTER REMOVAL OF TEMPORARY HAUL ROADS, STAGING AND LAYDOWN AREAS, EQUIPMENT STORAGE AREAS, UTILITY TRENCHES, ETC. THE CONTRACTOR SHALL WATER NEW SEED DAILY OR AS NEEDED TO ESTABLISH 95% GROUND COVER PER SECTION 32 92 19 OF THE PROJECT SPECIFICATIONS. CONTRACTOR SHALL MAINTAIN THE SEEDED AREAS UNTIL FINAL ACCEPTANCE OF THE GRASS COVERAGE OF THE DISTURBED AREAS BY THE CONTRACTING OFFICER. NO SODDING IS REQUIRED. THE AREAS WITHIN THE LIMITS OF

CONSTRUCTION SHALL PRESENT A NEAT AND FINISHED APPEARANCE. THE CONTRACTOR SHALL

PROVIDE TEMPORARY WINTER GRASS COVERAGE IN AREAS WHERE SEED IS DELAYED BY THE SEASON.

EXISTING PROPOSED

BOLLARD

FENCE

TREE LINE

SWALE/ DETENTION BASIN TOE

AND TOP OF SLOPE

NATURAL GAS

WATER LINE

SANITARY SEWER

ROOF DRAIN

OVERHEAD ELECTRIC

UNDERGROUND ELECTRIC

UNDERGROUND COMM. LINE

UTILITY POLE

FIRE HYDRANT

VALVE (GAS OR WATER)

STORM DRAIN

FIRE PROTECTION WATER MAIN

LIGHT POLE

TREE

TELEPHONE LINE UGRND.

MANHOLE

X X

G G

W W

SAN SAN

OH OH

UE UE

UC UC

SD

FP

SD

TUG

FMFM

OC OC

LOD

SF

LEGEND

E

REINF REINFORCED, REINFORCING

REQ'D REQUIRED

RES RESILIENT

REV REVISION

RH RIGHT HAND

RHR RIGHT HAND REVERSE

RL RAIN LEADER

RM ROOM

ROW RIGHT OF WAY

RTU ROOFTOP UNIT

RUB RUBBER

S SOUTH

S/A SUPPLY AIR

SC SEALED CONCRETE

SCHED SCHEDULE

SE SOUTHEAST

SECT SECTION

SF SQUARE FOOT

SPECS SPECIFICATIONS

SQ SQUARE

SS SERVICE SINK

SST STAINLESS STEEL

STD STANDARD

STL STEEL

STND STAINED

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPENDED

SW SOUTHWEST

SYM SYMMETRICAL

SYS SYSTEM

T TREAD

T&B TOP & BOTTOM

TC TOP OF CURB

TEL TELEPHONE

TEMP TEMPORARY

THK THICK, THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOR TOP OF ROOF

TOR(C-R-S

-W)

TOP OF EXISTING (SEE

BELOW)

TOS TOP OF STEEL

TOW TOP OF WALL

TRC TEXTILE REINFORCED CONCRETE

TYP TYPICAL

UC UNDERCUT

UH UNIT HEATER

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

UTIL UTILITY

VB VAPOR BARRIER

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W WIDTH, WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET, WALL

COVERING

WD WOOD

WGL WIRE GLASS

WH WATER HEATER

WP WATERPROOFING

WT WEIGHT

WWM WELDED WIRE MESH

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LP LOW POINT

LT LIGHT

LTL LINTEL

LVR LOUVER

LW LIGHTWEIGHT

M METER

MAINT MAINTENANCE

MAX MAXIMUM

MECH MECHANICAL

MEZZ MEZZANINE

MFG MANUFACTURING

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MIR MIRRIOR

MISC MISCELLANEOUS

MM MILLIMETER

MNT MOUNT

MO MASONARY OPENING

MTL METAL

MULL MULLION

N NORTH

NE NORTHEAST

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NTS NOT TO SCALE

NW NORTHWEST

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED OWNER

INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

OTO OUT-TO-OUT

PC PRECAST

PL PLATE, PROPERTY LINE

PLAM PLASTIC LAMINATE

PLMBG PLUMBING

PLWD PLYWOOD

PLYWD PLYWOOD

PM PRESSED METAL

PNL PANEL

PNT(D) PAINT(ED)

POL POLISHED

PR PAIR

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTN PARTITION

PVC POLYVINYL CHLORIDE

PVG PAVING

R RADIUS, RISER

R/A RETURN AIR

RB RESILIENT BASE

RD ROOF DRAIN

REF REFERENCE

FEC FIRE EXTINGUISHER IN

CABINET

FF FINISHED FLOOR

FFE FINISHED FLOOR ELEVATION

FH FIRE HYDRANT

FHC FIRE HOSE CABINET

FIN FINISH

FL FLOOR, FLOORING

FO FACE OF

FOC FACE OF CONCRETE

FOS FACE OF STUDS

FP FIREPROOF

FR FIRE RATED

FRT FIRE RETARDAINT TREATED

FS FULL SIZE

FT FOOT, FEET

FTG FOOTING

FURN FURNISH

FV FIELD VERIFY

G GAS

GA GAGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACTOR

GD GRADE

GL GLASS

GWB GYPSUM WALL BOARD

GYP GYPSUM

HB HOSE BIB

HC ACCESSIBLEPED, HOLLOW

CORE

HD HAND

HDR HEADER

HDW HARDWARE

HDWD HARDWOOD

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSE POWER

HR HOUR

HS HEAT STRENGTHENED

HT HEIGHT

HVAC HEATING VENTILATING AIR

CONDITIONING

HW HOT WATER

ID INSIDE DIAMETER

IMP INSULATED METAL PANEL

INSUL INSULATION

INT INTERIOR

INV INVERT

JAN JANITOR

JST JOIST

JT JOINT

KD KNOCKDOWN

KG KILOGRAM

KIT KITCHEN

KO KNOCKOUT

KS KNEE SPACE

LONG, LENGTH

LAB LABORATORY

LAV LAVATORY

LB LOAD BEARING

LBS POUNDS

LEV LEVEL

LH LEFT HAND

LHR LEFT HAND REVERSE

ABBR DESCRIPTION

AND

AT

AIR CONDITIONING

ANCHOR BOLT

ACOUS ACOUSTICAL

ACT ACOUSTICAL CEILING TILE

ABOVE FINISHED FLOOR

AHU AIR HANDLING UNIT

ALTERNATE

ALUM ALUMINUM

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BLDG BUILDING

BLKG BLOCKING

BO BOTTOM OF

BOT BOTTOM

BRG BEARING

BTW BETWEEN

CAB CABINET

CB CATCH BASIN

CF CUBIC FEET

CFM CUBIC FEET PER MINUTE

CFMF COLD - FORMED METAL

FRAMING

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CMU CONCRETE MASONERY UNIT

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUES

CORR CORRIDOR

CW CHILLER WATER

CY CUBIC YARD

D DEEP

DBL DOUBLE

DET DETAIL

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG(S) DRAWING(S)

E EAST

EA EACH

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATION

EQ EQUAL

EQUIP EQUIPMENT

EW EYE WASH

EWC ELECTRIC WATER COOLER

EWH ELECTRIC WATER HEATER

EXIST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR

FA FIRE ALARM

FD FLOOR DRAIN

FEB FIRE EXTINGUISHER

BRACKET

MOUNT

ABBREVIATIONS

EXISTING PROPOSED

GUY ANCHOR

POST INDICATOR VALVE

FORCE MAIN

BORE HOLE

SANITARY MANHOLE

FLARED END SECTION

CLEANOUT

OVERHEAD ELEC. & COMM.

LIMIT OF DISTURBANCE

SILT FENCE

CONTOUR LINE

SIGN

UTILITY POLE

ELECTRICAL CONTROL CABINET

TELEPHONE PULL BOX

ELECTRIC PULL BOX

SURVEY CONTROL POINT

BOLLARD

SPOT ELEVATION

ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION ABBR DESCRIPTION

L

ATFP ANTI TERRORISM FORCE

PROTECTION

VOLUME 1 - SHEET INDEX

SHT NO SHEET NAME REV DATE

C-001 COVER SHEET

C-002 GENERAL NOTES AND

ABBREVIATIONS 0003 03/08/2024

C-100 EXISTING CONDITIONS

C-101 SURVEY CONTROL PLAN

CD100 SITE DEMOLITION PLAN 0002 02/23/2024

C-102 AERIAL PHOTO PLAN

C-103 SITE PLAN 0002 02/23/2024

C-104 GEOMETRY PLAN 0002 02/23/2024

C-105 UTILITY PLAN

C-106 GRADING PLAN 0002 02/23/2024

C-107 ATFP PLAN

C-108 EROSION CONTROL PLAN

C-109 HAUL ROUTE 0002 02/23/2024

C-110 JOINTING PLAN

C-111 PHOTOGRAPH PLAN

C-112 SITE COORDINATE PLAN

C-113 UTILITY COORDINATE PLAN

C-250 SEWER PROFILES

C-251 SEWER PROFILES

C-500 PAVEMENT DETAILS 0003 03/08/2024

C-501 PAVEMENT DETAILS

C-502 UTILITY DETAILS

C-503 UTILITY DETAILS

C-504 STORM & SANITARY SEWER DETAILS

C-505 STORM SEWER DETAILS

C-506 MISCELLANEOUS DETAILS 0002 02/23/2024

C-507 EROSION CONTROL DETAILS

C-508 EROSION CONTROL DETAILS

C-510 BORING LOGS

C-511 BORING LOGS

C-512 BORING LOGS

C-513 BORING LOGS

C-514 BORING LOGS

C-521 SWPPP PLAN

D

RDRD

PIV

3/5/2024 10:11:07 AM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\65526C002.dwg

M . S

M

IT

H

F.

B

AU

ER

F.

B

AU

ER

M . B

U

TL

ER

G

EN

ER

AL

N

O

TE

S

AN

D A

BB

R

EV

IA

TI

O

N S

C

IV

IL

C-002

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/2 3/

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/0 8/

W

2Q R

R

_P la ns -0

ARIMS: 200A Disposition: Maintain for 15 yrs after construction.

MDOT 21AA AGGREGATE BASE

COURSE (TO BE

CONSTRUCTED IN TWO LIFTS)

9" 8"

COMPACTED

SUBGRADE

DETAIL NOT TO SCALE

A1 PAVEMENT SECTIONS

DETAIL NOT TO SCALE

A3 AGGREGATE DETAIL

PAVEMENT JOINT DETAILS

DETAIL NOT TO SCALE

B1

TYPE I

PORTLAND CEMENT

CONCRETE PAVEMENT

BACKER ROD

JOINT SEALER

USED AT JUNCTIONS WITH THE

FOLLOWING STRUCTURE ELEMENTS

-WALLS

-COLUMNS

-EQUIPMENT FOUNDATIONS

-FOOTINGS

-DRAINAGE/SANITARY STRUCTURES

NON EXTRUDED

PREMOULDED

JOINT FILLER

D

TYPICAL CONCRETE PAVEMENT SECTION

TYPICAL ASPHALT PAVEMENT SECTION

2" ASPHALTIC CONCRETE SURFACE COURSE (MDOT 5E1 OR 4E1)

3" ASPHALTIC CONCRETE BINDER COURSE (MDOT 4E1)

TACK COATPRIME COAT

12" COMPACTED

SUBGRADE

3/8"

T/

1- 1/

2" M

IN

5/

8"

1/ 8"

T

YP

1/16" to 1/4"

SAWED

CONTRACTION JOINT

3/ 4" to

3"

T

3/4"

1/ 8"

T

YP

ELASTOMERIC

JOINT SEALANT

BACKER ROD

PREFORMED

BITUMINOUS

FIBER MATERIAL

BOARDS OR

EQUIVALENT

FORMED

EXPANSION JOINT

ELASTOMERIC

JOINT

SEALANT

BACKER ROD

INITIAL SAW

CUT

T

3/8"

VERIFY DEPTH

WITH SPECS

PREMOLDED STRIP OR JOINT

SEALER WHEN SAWED, FLUSH

WITH SURFACE

BACKER ROD

TYPE F

CONSTRACTION JOINT

LONGITUDINAL OR TRANSVERSE JOINT

ISOLATION JOINT

DRILL & EPOXY GROUT

INTO EXISTING

CONCRETE PAVEMENT

DOWELED CONSTRUCTION JOINT

TYPE A

T/

1" DIA SMOOTH DOWEL

18" LONG @ 12" CTRS

EXISTING

CONCRETE

PAVEMENT

SEE FORMED EXPANSION

JOINT DETAIL THIS SHEET

GREASE

DOWEL

12" - MDOT 21AA AGGREGATE BASE

COURSE

(TO BE CONSTRUCTED IN TWO LIFTS)

NOTES:

1. MICHIGAN DOT STANDARD SPECIFICATIONS FOR HIGHWAY AND STRUCTURE,

LATEST ADDITION, INCLUDING SUPPLEMENTAL SPECIFICATIONS.

2. COMPACTION REQUIREMENTS:

-BITUMINOUS CONCRETE: REFER TO DIVISION 5

-BASE COURSE: REFER TO SECTION 32 11 20 OF THE PROJECT SPECIFICATIONS.

DETAIL NOT TO SCALE

A2 CONCRETE CURB DETAIL

6"

6"

1"

NOTE:

1. MAXIMUM SPACING OF 3/4" EXPANSION JOINTS TO BE 100' O.C.

2. CONTRACTION JOINTS SHALL ALIGN W/ ADJACENT CONCRETE

PAVEMENT JOINTS.

3. SEE DETAIL B2 ON SHEET C-501 FOR FIRE LANE PAINTING OF

CURBING.

1"R

2"R 1/4"R

CONCRETE

PAVEMENT

9"

CURB TRANSITION

TOP OF 6"

VERTICAL

CURB

TOP OF

PAVEMENT

6'

MDOT 21AA AGGREGATE

BASE COURSE

PC CONCRETE,

NON-REINFORCED

9" 8"

COMPACTED

SUBGRADE

EDGE UNDERDRAIN FOR CONCRETE PAVEMENT

3' -6

M

IN

4" PERFORATED

UNDERDRAIN

6"

6" 6"

GEOTEXTILE FABRIC

RAPID DRAINING AGGREGATE

(SEE SECTION 32 11 20 OF THE

PROJECT SPECIFICATIONS)

GEOTEXTILE FABRIC

PC CONCRETE,

NON-REINFORCED

RAPID DRAINING AGGREGATE

(SEE SECTION 32 11 20 OF THE

PROJECT SPECIFICATIONS)

GEOTEXTILE FABRIC

4"

4"

AGGREGATE SURFACE COURSE (SEE

SECTION 32 15 00 OF THE PROJECT

SPECIFICATIONS)

6"

COMPACTED

SUBGRADE

NON-WOVEN

GEOTEXTILE FABRIC

DETAIL NOT TO SCALE

B2 HARDSTAND PAVEMENT REPAIR DETAILS

T

T

5'

1.

T

CONCRETE

PAVEMENTCONCRETE PAVEMENT

3/8"PREMOLDED STRIP OR JOINT

SEALER WHEN SAWED, FLUSH

WITH SURFACE

BACKER ROD

5'

VERIFY DEPTH

WITH SPECS

THICKENED EDGE BUTT JOINT

BUTT

JOINT

T

5'

1.

T

CONCRETE

PAVEMENT

CONCRETE PAVEMENT

3/4"

5'

VERIFY DEPTH

WITH SPECS

THICKENED EDGE EXPANSION JOINT

SEE FORMED EXPANSION

JOINT DETAIL THIS SHEET

5/8" DIA. DOWEL DRILL

AND GROUT INTO EXIST.

SLAB @ 12" O.C.

3"

UNDISTURBED SOIL

6"

1/8" RADIUS

EXISTING

6 X 6 X W2.9

(FLAT SHEETS)

TOC

VARIES

SEE PLAN

MDOT 21AA

AGGREGATE BASE

6" MINIMUM

1"Ø x 1"-3" LOF DOWELS

@ 12" O.C. GREASE AND

CAP ONE END

3"

6"

SAWCUT JOINT 1/4" WIDE X 2-1/2"

DEEP 3 TO 12 HOURS AFTER

SLAB HAS HARDENED

6 X 6 X W2.9

(FLAT SHEETS)

TOC

VARIES

SEE PLAN

MDOT 21AA

AGGREGATE BASE

6" MINIMUM

CONTROL JOINT

DOWELED CONSTRUCTION JOINT

MDOT 21AA AGGREGATE

BASE COURSE

6" 6"

HARDSTAND CONCRETE PAVEMENT SECTION

PC CONCRETE

6 X 6 X W2.9

(FLAT SHEETS)

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

A

B

C

D

E

F

G

H

J

K

L

M

N

P

SU

BM

IT

TE

D B

Y:

C H

EC

KE

D B

Y:

D R

AW

N

B Y:

D

ES

IG

N

ED

B

Y:

C O

N

TR

AC

T

N O

SO

LI

C

IT

AT

IO

N N

O

IS

SU

E D

AT

E:

SI

ZE

M

AR

K

D

ES

C R

IP

TI

O N

D

AT

E

SHEET ID

US Army Corps of Engineers

U .S

. A R

M Y

C O

R

PS

O F

EN

G

IN

EE

R S

P2

LO

U

IS

VI

LL

E

D

IS

TR

IC

T

D

R M

AR

TI

N L

U

TH

ER

J

R P

L

LO

U

IS

VI

LL

E, K

Y

SE

PT

EM

BE

R

9, ET

R O

IT

A

R

SE

N

AL

, M I

G R

O U

N D

T R

AN

SP

O R

TA

TI

O N

E Q

U

IP

M

EN

T

BU

IL

D

IN

G

FY

Plot Date: File Path:

C

ER

TI

FI

ED

F

IN

AL

S U

BM

IT

TA

L

M . S

M

IT

H

F.

B

AU

ER

F.

B

AU

ER

M . B

U

TL

ER

PA

VE

M

EN

T

D

ET

AI

LS

C

IV

IL

C-500 3/5/2024 10:11:49 AM \\thehaskellco.net\CORE\PRJ\155_GovDesign\1550017 USACE Detroit Arsenal Building\21DesignWorking\CIVL\05AutoCAD\2Sheets\655526C-500.dwg

R

EV

IS

ED

IN

A C

C O

R D

AN

C

E W

IT

H

A M

EN

D

M

EN

T

/0 8/

W

2Q R

R

_P la ns -0

SHEET ID

E

S

IG

N B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

J R

P L

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

A

D E

T R

O

IT

A R

S E

N A

L, M

I G

R O

U N

D T

R A

N S

P O

R T

A T

IO

N

E Q

U

IP

M E

N T

B U

IL

D

IN

G

F Y

P

2# : 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

File Path:Plot Date:

US Army Corps of Engineers ®

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt3/8/2024 3:23:31 PM

G-002

M N

O B

E R

T

M D

A L L

A B

A T

T

IS

T A

G P

A R

K E

R

M B

U T

L E

R S

H E

E T

IN

D

E X

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

S E

P T

E M

B E

R

G E

N E

R A

L

SHT No SHEET NAME REV DATE

09 - INTERIORS

I-111 FIRST FLOOR FINISH PLAN - SECTOR 1

I-112 FIRST FLOOR FINISH PLAN - SECTOR 2

I-113 FIRST FLOOR FINISH PLAN - SECTOR 3

IF-111 FIRST FLOOR FURNITURE PLAN - SECTOR 1 1 02/23/2024

IF-112 FIRST FLOOR FURNITURE PLAN - SECTOR 2 1 02/23/2024

IF-113 FIRST FLOOR FURNITURE PLAN - SECTOR 3 1 02/23/2024

IG-111 FIRST FLOOR SIGNAGE PLAN - SECTOR 1

IG-112 FIRST FLOOR SIGNAGE PLAN - SECTOR 2

IG-113 FIRST FLOOR SIGNAGE PLAN - SECTOR 3

IG-340 SIGNAGE SCHEDULE AND DETAILS

IA-111 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 1 1 02/23/2024

IA-112 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 2 1 02/23/2024

IA-113 FIRST FLOOR ACOUSTICAL CEILING PANEL PLAN - SECTOR 3

I-401 ENLARGED PLANS AND ELEVATIONS

I-402 INTERIOR ELEVATIONS

I-403 INTERIOR ELEVATIONS

I-601 FINISH SCHEDULE AND LEGEND 1 02/23/2024

11 - FIRE PROTECTION

FA001 FIRE ALARM LEGEND AND NOTES

FA111 FIRE ALARM PLAN - SECTOR 1

FA112 FIRE ALARM PLAN - SECTOR 2

FA113 FIRE ALARM PLAN - SECTOR 3

FA600 FIRE ALARM AND MNS INPUT/OUTPUT MATRIX

FA601 FIRE ALARM AND MNS RISER DIAGRAM

FA602 FIRE ALARM & MASS NOTIFICATION - AUDIBLE AND VISUAL MESSAGES

FX001 FIRE SUPPRESSION SYSTEMS LEGEND AND NOTES

FX110 FIRE SUPPRESSION PLAN

FX400 ENLARGED FIRE PUMP ROOM PLAN

FX600 FIRE PUMP DIAGRAM, SCHEDULE, AND DETAIL

Grand total: 167

SHT No SHEET NAME REV DATE

08 - ARCHITECTURAL

A-002 PROJECT NOTES

A-003 LEGENDS

A-004 LEGENDS

A-005 LEGENDS

A-006 LEGENDS

A-011 ACCESSIBILITY

A-012 ACCESSIBILITY

A-013 ACCESSIBILITY PLAN

A-021 AIR BARRIER PLAN

A-022 AIR BARRIER SECTIONS

A-023 AIR BARRIER SECTIONS

A-024 AIR BARRIER SECTIONS

A-031 UL ASSEMBLIES PLAN

A-032.1 UL ASSEMBLIES - DESIGN NO. U419

A-032.2 UL ASSEMBLIES - DESIGN NO. U419

A-032.3 UL ASSEMBLIES - DESIGN NO. U419

A-033.1 UL ASSEMBLIES - DESIGN NO. U905

A-034.1 UL ASSEMBLIES - DESIGN NO. D902

A-034.2 UL ASSEMBLIES - DESIGN NO D902

A-034.3 UL ASSEMBLIES - DESIGN NO D902

A-036.1 UL ASSEMBLIES - DESIGN NO. X829

A-037.1 UL ASSEMBLIES - DESIGN NO. X827

A-071 AREA TABULATIONS PLAN

A-091 EQUIPMENT PLAN

A-110 FIRST FLOOR PLAN - COMPOSITE 1 03/08/2024

A-111 FIRST FLOOR PLAN - SECTOR 1

A-112 FIRST FLOOR PLAN - SECTOR 2 1 02/23/2024

A-113 FIRST FLOOR PLAN - SECTOR 3

A-120 ROOF PLAN - COMPOSITE

A-121 ROOF PLAN - SECTOR 1

A-122 ROOF PLAN - SECTOR 2

A-123 ROOF PLAN - SECTOR 3

A-201 BUILDING ELEVATIONS

A-301 BUILDING SECTIONS

A-302 BUILDING SECTIONS 1 03/08/2024

A-303 BUILDING SECTIONS 1 03/08/2024

A-311 WALL SECTIONS 1 03/08/2024

A-312 WALL SECTIONS

A-313 WALL SECTIONS 1 03/08/2024

A-314 WALL SECTIONS

A-401 ENLARGED PLANS AND ELEVATIONS

A-402 ENLARGED PLANS AND ELEVATIONS

A-403 ENLARGED PLANS AND ELEVATIONS

A-404 ENLARGED PLANS AND ELEVATIONS

A-501 DETAILS 1 02/23/2024

A-502 DETAILS

A-503 DETAILS

A-504 DETAILS

A-505 DETAILS

A-506 DETAILS

A-507 DETAILS

A-508 DETAILS

A-509 DETAILS 1 03/08/2024

A-510 DETAILS

A-511 DETAILS

A-512 DETAILS 1 03/08/2024

A-513 DETAILS 1 02/07/2024

A-514 DETAILS

A-515 DETAILS

A-516 DETAILS

A-519 DETAILS

A-520 DETAILS

A-521 DETAILS

A-522 DETAILS

A-523 DETAILS

A-524 DETAILS

A-531 DETAILS 1 02/23/2024

A-601 PARTITION SCHEDULE

A-602 PARTITION SCHEDULE

A-603 PARTITION SCHEDULE

A-604 PARTITION SCHEDULE DETAILS

A-611 DOOR SCHEDULE 2 03/08/2024

A-612 WINDOW AND LOUVER SCHEDULE 2 03/08/2024

A-710 FIRST FLOOR REFLECTED CEILING PLAN

A-711 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 1 1 03/08/2024

A-712 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 2

A-713 FIRST FLOOR REFLECTED CEILING PLAN - SECTOR 3 1 03/08/2024

A-901 ISOMETRIC VIEWS

SHT No SHEET NAME REV DATE

00 - GENERAL

G-001 COVER SHEET

G-002 SHEET INDEX 2 03/08/2024

G-003 SHEET INDEX 2 03/08/2024

GI001 CODE ANALYSIS

GI002 CODE ANALYSIS

GI003 FPLS CODE REVIEW FORM

GI101 CODE COMPLIANCE SITE PLAN

GI110 LIFE SAFETY PLAN

GI200 ELECTRICAL HAZARDOUS CLASSIFICATION PLAN

GI300 DAMPER SCHEDULE

GI400 HAZARDOUS MATERIAL PLAN

07 - STRUCTURAL

S-001 GENERAL STRUCTURAL NOTES

S-002 GENERAL STRUCTURAL NOTES 1 03/08/2024

S-003 GENERAL STRUCTURAL NOTES

S-004 GENERAL STRUCTURAL NOTES

S-005 GENERAL STRUCTURAL NOTES 1 02/23/2024

S-006 STRUCTURAL ABBREVIATIONS AND SYMBOLS

S-010 TYPICAL DETAILS - CONCRETE SLAB-ON-GRADE

S-011 TYPICAL DETAILS - CONCRETE DETAILS AND SCHEDULES 1 02/23/2024

S-012 TYPICAL PRECAST CONCRETE WALL PANEL ELEVATIONS

S-013 TYPICAL DETAILS - CONCRETE MASONRY

S-014 TYPICAL DETAILS - STEEL

S-015 TYPICAL DETAILS - STEEL

S-020 COMPONENTS AND CLADDING WIND PRESSURE DIAGRAMS

S-021 SNOW LOAD AND DRIFT DIAGRAM

S-100 FOUNDATION PLAN - COMPOSITE

S-101 FOUNDATION PLAN - SECTOR 1

S-102 FOUNDATION PLAN - SECTOR 2

S-103 FOUNDATION PLAN - SECTOR 3

S-110 INTERMEDIATE FRAMING PLAN - COMPOSITE

S-111 INTERMEDIATE FRAMING PLAN - SECTOR 1

S-112 INTERMEDIATE FRAMING PLAN - SECTOR 2

S-113 INTERMEDIATE FRAMING PLAN - SECTOR 3

S-120 ROOF FRAMING PLAN - COMPOSITE

S-121 ROOF FRAMING PLAN - SECTOR 1

S-122 ROOF FRAMING PLAN - SECTOR 2

S-123 ROOF FRAMING PLAN - SECTOR 3

S-200 VERTICAL BRACED FRAME ELEVATIONS

S-201 VERTICAL BRACED FRAME ELEVATIONS

S-202 VERTICAL BRACED FRAME ELEVATIONS

S-203 VERTICAL BRACED FRAME ELEVATIONS

S-204 EXTERIOR WALL FRAMING AND CMU WALL ELEVATIONS

S-205 EXTERIOR WALL FRAMING ELEVATIONS

S-206 EXTERIOR WALL FRAMING ELEVATIONS

S-207 INTERIOR PARTITION WALL FRAMING AND CMU WALL ELEVATIONS

S-400 TEST PIT FOUNDATION PLAN AND SECTIONS 1 02/23/2024

S-500 FOUNDATION SECTIONS AND DETAILS

S-501 FOUNDATION SECTIONS AND DETAILS

S-502 FOUNDATION SECTIONS AND DETAILS 1 02/23/2024

S-503 FOUNDATION SECTIONS AND DETAILS

S-504 FOUNDATION SECTIONS AND DETAILS

S-510 CRANE FRAMING SECTIONS AND DETAILS

S-520 FRAMING SECTIONS AND DETAILS

S-521 FRAMING SECTIONS AND DETAILS

S-522 FRAMING SECTIONS AND DETAILS

S-523 FRAMING SECTIONS AND DETAILS

S-525 STEEL BRACED FRAME CONNECTION DETAILS

S-600 FOUNDATION SCHEDULES AND DETAILS

S-601 FOUNDATION PEDESTAL PLAN DETAILS

S-610 COLUMN BASE PLATE SCHEDULES AND DETAILS

S-900 STRUCTURAL ISOMETRIC VIEWS

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

/2 /2

M B

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

/0 /2

M B

W

2Q R

R

_P la ns -0

E

S

IG

N B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

J R

P L

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

A

D E

T R

O

IT

A R

S E

N A

L , M

I G

R O

U N

D T

R A

N S

P O

R T

A T

IO

N

E Q

U

IP

M E

N T

B U

IL

D

IN

G

F Y

P

2# : 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

File Path:Plot Date:

US Army Corps of Engineers ®

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_ARCH_CR20.rvt3/11/2024 9:02:17 AM

G-003

M N

O B

E R

T

M D

A L L

A B

A T

T

IS

T A

G P

A R

K E

R

M B

U T

L E

R S

H E

E T

IN

D

E X

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

S E

P T

E M

B E

R

G E

N E

R A

L

SHT No SHEET NAME REV DATE

15 - ELECTRICAL

E-001 LEGEND AND ABBREVIATIONS

ES101 ELECTRICAL SITE PLAN

EG110 GROUNDING PLAN

EG120 LIGHTNING PROTECTION PLAN

EG501 GROUNDING DETAILS

EG502 LIGHTNING PROTECTION DETAILS

EG503 LIGHTNING PROTECTION ROOF DETAILS

EP101 POWER PLAN SECTOR 1 1 03/08/2024

EP102 POWER PLAN SECTOR 2 1 03/08/2024

EP103 POWER PLAN SECTOR 3 1 02/23/2024

EP104 POWER PLAN ROOF

EP401 ENLARGED POWER PLANS 1 02/23/2024

EP501 POWER DETAILS

EP502 POWER DETAILS

EP600 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

EL001 LIGHTING LEGEND AND SCHEDULES

EL101 LIGHTING PLAN SECTOR 1

EL102 LIGHTING PLAN SECTOR 2

EL103 LIGHTING PLAN SECTOR 3

EL501 LIGHTING DETAILS

EL502 LIGHTING DETAILS 2 03/08/2024

EL503 LIGHTING DETAILS 2 03/08/2024

EL601 LIGHTING CONTROL DIAGRAM

E-601 MSWBDC ELECTRICAL ONE-LINE

E-602 MSWBDA AND MSWBDB ELECTRICAL ONE-LINE 1 02/23/2024

E-603 SCHEDULES 1 03/08/2024

E-610 PANEL SCHEDULES 1 02/23/2024

E-611 PANEL SCHEDULES

E-612 PANEL SCHEDULES

E-613 PANEL SCHEDULES

E-614 PANEL SCHEDULES

16 - TELECOMMUNICATIONS

T-000 NOTES, SYMBOLS & ABBREVIATIONS

T-100 TELECOM SITE PLAN

T-101 TELECOM ENLARGED SITE PLAN

T-200 TELECOM OVERALL

T-201 TELECOM PATHWAYS PLAN

T-201.11 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 1

T-201.12 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 2

T-201.13 FIRST FLOOR TELECOM PLAN (NIPR) - AREA 3

T-201.31 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 1

T-201.32 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 2

T-201.33 FIRST FLOOR TELECOM PLAN (DATACQ) - AREA 3

T-400 ENLARGED TELECOM ROOM PLANS - COMM 101 1 02/23/2024

T-401 ENLARGED SERVER ROOM PLANS - COMM 106

T-402 RACK ELEVATIONS 1 02/23/2024

T-500 TELECOM DETAILS

T-501 TELECOM DETAILS

T-700 TELECOM SCHEDULES

17- SYSTEMS

TI000 SYSTEMS GENERAL NOTES, SYMBOLS & ABBREVIATIONS 1 02/23/2024

TI200 SYSTEMS OVERALL

TI201.1 FIRST FLOOR SYSTEMS PLAN - AREA 1

TI400 ENLARGED CONFERENCE ROOM PLANS

TI502 AV DETAILS

TI503 AV DETAILS

TI601.A AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118

TI601.C AV SINGLE-LINE - 101

TI601.E AV SINGLE-LINE DIAGRAM - CONFERENCE ROOM 118

TI700 AV RACK ELEVATIONS 1 02/23/2024

18 - SECURITY

TY000 SECURITY SYMBOLS & ABBREVIATIONS

TY200 SECURITY OVERALL

TY201.1 FIRST FLOOR SECURITY PLAN - AREA 1

TY201.2 FIRST FLOOR SECURITY PLAN - AREA 2

TY201.3 FIRST FLOOR SECURITY PLAN - AREA 3

TY500 DOOR DETAILS

TY501 DOOR DETAILS

TY502 DOOR DETAILS

TY503 DOOR DETAILS

TY605 SECURITY CAMERA MOUNTING DETAILS

Grand total: 127

SHT No SHEET NAME REV DATE

12 - PLUMBING

P-001 LEGEND AND ABBREVATIONS

P-110 PLUMBING PIPING PLAN - FIRST FLOOR - COMPOSITE 1 02/23/2024

P-111 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 1 1 02/23/2024

P-112 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 2

P-113 PLUMBING PIPING PLAN - FIRST FLOOR - SECTOR 3

P-401 PLUMBING ENLARGED PLAN - BATHROOM GROUP 1 02/23/2024

P-501 PLUMBING DETAILS 1 02/23/2024

P-502 PLUMBING DETAILS

P-503 PLUMBING DETAILS

P-601 PLUMBING SCHEDULES 1 02/23/2024

P-901 WASTE RISER DIAGRAM - SANITARY, VENT, AND INDUSTRIAL WASTE 1 02/23/2024

P-902 WASTE RISER DIAGRAM - STORM AND CONDENSATE

P-903 DOMESTIC WATER RISER DIAGRAM

14 - MECHANICAL

M-001 LEGEND AND ABBREVIATIONS

MH110 HVAC PLAN - FIRST FLOOR - COMPOSITE

MH111 HVAC PLAN - FIRST FLOOR - SECTOR 1

MH112 HVAC PLAN - FIRST FLOOR - SECTOR 2

MH113 HVAC PLAN - FIRST FLOOR - SECTOR 3

MH120 HVAC PLAN - LOW ROOF AND HIGH BAY COMPOSITE

MH121 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 1

MH122 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 2

MH123 HVAC PLAN - LOW ROOF AND HIGH BAY SECTOR 3

MH130 HVAC PLAN - HIGH ROOF COMPOSITE

MP110 MECHANICAL PIPING PLAN - LEVEL 1 COMPOSITE

MP111 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 1 3 03/08/2024

MP112 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 2 3 03/08/2024

MP113 MECHANICAL PIPING PLAN - FIRST FLOOR - SECTOR 3 3 03/08/2024

MP120 MECHANICAL PIPING PLAN - ROOF COMPOSITE

M-201 MECHANICAL SECTIONS

M-401 MECHANICAL ENLARGED PLAN - MECHANICAL ROOM

M-501 MECHANICAL DETAILS

M-502 MECHANICAL DETAILS

M-503 MECHANICAL DETAILS

M-504 MECHANICAL DETAILS

M-505 MECHANICAL DETAILS

M-506 MECHANICAL DIAGRAMS

M-601 MECHANICAL SCHEDULES 3 03/08/2024

M-602 MECHANICAL SCHEDULES 1 02/23/2024

M-603 MECHANICAL SCHEDULES 1 02/23/2024

M-701 MECHANICAL CONTROLS GENERAL NOTES

M-702 POINT SCHEDULE NOTES INSTRUCTIONS

M-703 DDC SYSTEM ARCHITECTURE

M-704 DDC CONTROLS - COOLING TOWER DIAGRAM AND SEQUENCE

M-705 DDC CONTROLS - COOLING TOWER CONTROL POINTS

M-706 DDC CONTROLS - CHILLED WATER DIAGRAM AND SEQUENCE

M-707 DDC CONTROLS - CHILLED WATER POINTS LIST

M-708 DDC CONTROLS - HEATING HOT WATER SYSTEM DIAGRAM

M-709 DDC CONTROLS - DX DOAS DIAGRAM AND SEQUENCE

M-710 DDC CONTROLS - DOAS POINTS LIST

M-711 DDC CONTROLS - SPLIT SYSTEM CRAC UNITS AND MINI SPLIT

M-712 DDC CONTROLS - MULTIZONE VAV RTU-01

M-713 DDC CONTROLS - VAV TERMINAL UNIT

M-714 DDC CONTROLS - SINGLE ZONE RTU-02, RTU-03, AND RTU-06

M-715 DDC CONTROLS - SINGLE ZONE RTU-04 AND RTU-05

M-716 DDC CONTROLS - SINGLE ZONE AHU POINTS LIST

M-717 DDC CONTROLS - HVLS, ESB, AND METER CONTROLS

M-718 DDC CONTROLS - UNIT HEATER AND VENTILATION

M-719 DDC CONTROLS - DOMESTIC HOT WATER

M-720 DDC CONTROLS - MONITORING SYSTEMS 1 02/23/2024

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

/2 /2

M B

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

/0 /2

M B

W

2Q R

R

_P la ns -0

E

S

IG

N B

Y

D R

A W

N B

Y

C H

E C

K E

D B

Y

S U

B M

IT

T

E D

B Y

U .S

A

R M

Y C

O R

P S

O F

E N

G

IN

E E

R S

L O

U

IS

V

IL

L E

D

IS

T R

IC

T

D

R M

A R

T

IN

L U

T H

E R

J R

P L

L O

U

IS

V

IL

L E

K

E N

T U

C K

Y

A

D E

T R

O

IT

A R

S E

N A

L, M

I G

R O

U N

D T

R A

N S

P O

R T

A T

IO

N

E Q

U

IP

M E

N T

B U

IL

D

IN

G

F

Y

P 2#

: 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

B

C

D

E

F

G

H

J

K

L

M

N

P

File Path:Plot Date:

US Army Corps of Engineers ®

IS

S

U E

D A

T E

S O

L

IC

IT

A

T

IO

N N

O

C O

N T

R A

C T

N O

S

IZ

E

A N

S I D

BIM 360://1550017 USACE Detroit Arsenal GTEB_R2020/1550017_STRUC_CR20.rvt3/7/2024 3:02:06 PM

S-002

C

S E

R V

O S

S

P

M O

R G

A N

D

S W

Y D

E N

M B

U T

L E

R G

E N

E R

A L

S T

R U

C T

U R

A L

N O

T E

S

C E

R T

IF

IE

D F

IN

A

L S

U B

M

IT

T A

L

A U

G U

S T

S T

R U

C T

U R

A L

D. PRECAST CONCRETE

1. THE PRECAST CONCRETE SYSTEMS AND MEMBERS THEREOF INDICATED ON THE CONTRACT

DOCUMENTS SHALL BE PROVIDED BY THE CONTRACTOR AS A DELEGATED ENGINEERED

SYSTEM. THE DELEGATED ENGINEERED SYSTEM SHALL BE DESIGNED AND DETAILED BY THE

CONTRACTOR’S AND/OR PRECAST CONCRETE MANUFACTURER’S QUALIFIED DELEGATED

ENGINEER. THE QUALIFIED DELEGATED ENGINEER SHALL HAVE A MINIMUM OF FIVE YEARS

PREVIOUS EXPERIENCE IN THE DESIGN AND DETAILING OF THE TYPE OF DELEGATED

ENGINEERED SYSTEM INDICATED ON THE CONTRACT DOCUMENTS AND SHALL BE A

PROFESSIONAL ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED.

THE QUALIFIED DELEGATED ENGINEER SHALL PREPARE AND SUBMIT SIGNED AND SEALED

SHOP DRAWINGS AND CALCULATIONS FOR THE DELEGATED ENGINEERED SYSTEM. ALL

SUBMITTALS FROM THE QUALIFIED DELEGATED ENGINEER MUST BE APPROVED BY THE

STRUCTURAL ENGINEER OF RECORD PRIOR TO THE START OF FABRICATION OF THE SYSTEM

OR COMPONENT PART AND PRIOR TO ANY FIELD CONSTRUCTION THAT MAY BE AFFECTED BY

THE SYSTEM OR COMPONENT PART.

PRECAST CONCRETE ITEMS TO BE DESIGNED AND PROVIDED AS A DELEGATED ENGINEERED

SYSTEM INCLUDE THE FOLLOWING:

A. ARCHITECTURAL PRECAST CONCRETE INSULATED (SANDWICH) WALL PANELS, INCLUDING

CONNECTIONS TO THE BUILDING STRUCTURE AND EMBEDDED ITEMS IN THE FOUNDATIONS.

2. ARCHITECTURAL PRECAST CONCRETE PRODUCTS SHALL BE DESIGNED AND CONSTRUCTED IN

ACCORDANCE WITH THE “BUILDING CODE”, ACI 318, PCI MNL-122 “ARCHITECTURAL PRECAST

CONCRETE”, PCI MNL-120 “PCI DESIGN HANDBOOK”, EIGHTH EDITION, PCI MNL-117 “MANUAL FOR

QUALITY CONTROL FOR PLANTS AND PRODUCTION OF ARCHITECTURAL PRECAST CONCRETE

PRODUCTS”, PCI MNL-135 “TOLERANCE MANUAL FOR PRECAST AND PRESTRESSED CONCRETE

CONSTRUCTION”, AND THE CONTRACT DOCUMENTS. REFER TO SPECIFICATION 03 45 00

“PRECAST ARCHITECTURAL CONCRETE” FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

3. THE PLANT FOR THE ARCHITECTURAL PRECAST CONCRETE MANUFACTURER MUST BE

CERTIFIED IN THE PRECAST / PRESTRESSED CONCRETE INSTITUTE (PCI) PLANT CERTIFICATION

PROGRAM. THE ARCHITECTURAL PRECAST CONCRETE MANUFACTURER MUST PARTICIPATE IN

PCI’S PLANT CERTIFICATION PROGRAM AT THE TIME OF BIDDING AND SHALL BE DESIGNATED A

PCI-CERTIFIED PLANT FOR CATEGORY AC ARCHITECTURAL PRECAST CONCRETE.

4. THE USE OF PRESTRESSED PRECAST CONCRETE IS PERMITTED IF REQUIRED BY THE

DELEGATED DESIGN ENGINEER.

5. PRECAST CONCRETE MATERIALS SHALL MEET THE FOLLOWING REQUIREMENTS -

A. REFER TO THE “CONCRETE MIXTURE REQUIREMENTS SCHEDULE” FOR ASSIGNED

EXPOSURE CATEGORIES, MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTHS,

MATERIAL PROPERTIES, AND REQUIREMENTS FOR PRECAST CONCRETE.

B. BLENDED HYDRAULIC CEMENTS MUST CONFORM TO ASTM C595. PORTLAND CEMENT SHALL

MEET THE REQUIREMENTS OF ASTM C150. SEE “CONCRETE MIXTURE REQUIREMENTS

SCHEDULE” AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

C. FLY ASH AND NATURAL POZZOLANS USED AS ADMIXTURES SHALL CONFORM TO ASTM C618,

CLASS F.

D. THE USE OF CALCIUM CHLORIDE, ADMIXTURES CONTAINING CHLORIDES AND OTHER

CHLORIDE CONTAINING AGENTS IN PRECAST CONCRETE IS PROHIBITED.

E. CONCRETE COVER OVER REINFORCING SHALL BE IN ACCORDANCE WITH ACI 318 SECTION

20.6.

6. GROUT SHALL BE NONSHRINK, NONMETALILIC, NONCORROSIVE, NONSTAINING GROUT

CONFORMING TO ASTM C1107.

7. STEEL REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60.

STEEL REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORM TO THE REQUIREMENTS

OF ASTM A706 GRADE 60. WELDING OF STEEL REINFORCING BARS SHALL BE IN ACCORDANCE

WITH AWS D1.4-17 “STRUCTURAL WELDING CODE — REINFORCING STEEL INCLUDING METAL

INSERTS AND CONNECTIONS IN REINFORCED CONCRETE CONSTRUCTION”. WELDING OF STEEL

REINFORCING OTHER THAN SPECIFIED IS PROHIBITED. SHOP DRAWINGS SHALL CLEARLY

DENOTE ALL WELDING REQUIREMENTS FOR REVIEW AND APPROVAL.

8. PLAIN WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ASTM

A1064 WITH A MINIMUM YIELD STRENGTH, FY = 65 KSI. DEFORMED WELDED WIRE FABRIC

REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1064 WITH A MINIMUM YIELD

STRENGTH, FY = 70 KSI. WELDED WIRE FABRIC SHALL BE FABRICATED IN FLAT SHEETS. THE USE

OF ROLLED WELDED WIRE FABRIC IS PROHIBITED.

9. PRESTRESSING STRANDS, WIRES, AND BARS SHALL CONFORM TO THE MATERIAL PROPERTIES

LISTED IN ACI 318. PRESTRESSING STRANDS SHALL BE SEVEN WIRE STRANDS (STRESS-

RELIEVED AND LOW-RELAXATION) CONFORMING TO THE REQUIREMENTS OF ASTM A416, WITH A

MAXIMUM SPECIFIED TENSILE STRENGTH, Fpu = 270 KSI.

10. ADDITIONAL DESIGN REQUIREMENTS -

A. DESIGN OF PRECAST CONCRETE SYSTEMS AND MEMBERS THEREOF AND THEIR

CONNECTIONS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND THE

SELECTED PRECAST CONCRETE MANUFACTURER. SUBMIT SHOP DRAWINGS,

CALCULATIONS, DESIGN LOAD DATA AND SUPPORT REACTIONS FOR THE PRECAST

CONCRETE MEMBERS AND THEIR CONNECTIONS.

B. PRECAST CONCRETE SYSTEMS AND MEMBERS THEREOF AND THEIR CONNECTIONS SHALL

BE DESIGNED FOR THE DESIGN CRITERIA AND LOADS INDICATED ON THE GENERAL

STRUCTURAL NOTES AND STRUCTURAL DRAWINGS, INCLUDING MEMBER SELF-WEIGHT,

LOADS DUE TO ATTACHED ITEMS (I.E. WINDOWS, DOORS, LOUVERS, ETC.), AND THE LOAD

EFFECTS RESULTING FROM FABRICATION, LIFTING, HANDLING, AND ERECTION.

C. ALL PRECAST CONCRETE MEMBERS AND CONNECTIONS SHALL BE DESIGNED FOR FORCES

AND MOVEMENTS DUE TO VOLUMETRIC CHANGES RESULTING FROM TEMPERATURE

CHANGE, ELASTIC DEFORMATIONS, CREEP AND SHRINKAGE.

D. PRECAST CONCRETE (CONTINUED)

D. DESIGN OF PRECAST CONCRETE MEMBERS SHALL INCLUDE THE EFFECTS OF TORSION

PRODUCED BY ECCENTRIC APPLICATION OF LOADS AND ANY UNBALANCED LOADS WHICH

MAY OCCUR DURING CONSTRUCTION.

E. THE PRECAST CONCRETE SUPPLIER SHALL DESIGN, FURNISH, AND INSTALL ALL

CONNECTIONS REQUIRED TO ATTACH AND SUPPORT PRECAST MEMBERS TO THE BUILDING

STRUCTURE AND FOUNDATION, INCLUDING EMBEDDED COMPONENTS IN CAST-IN-PLACE

CONCRETE, UNLESS NOTED OTHERWISE.

F. PRECAST CONCRETE WALL PANEL SIZES, LOCATIONS, ELEVATIONS AND CONFIGURATIONS

SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS. REFER TO THE “TYPICAL

PRECAST CONCRETE WALL PANEL ELEVATIONS” ON THE STRUCTURAL DRAWINGS FOR

TYPICAL WALL PANEL SUPPORT LOCATIONS, CONNECTION REQUIREMENTS, AND

ADDITIONAL INFORMATION. CONNECT THE PRECAST CONCRETE WALL PANEL MEMBERS TO

THE BUILDING STRUCTURE AND FOUNDATION WITH THE TYPES OF CONNECTIONS (BEARING,

TIE-BACK, AND LATERAL CONNECTIONS) AND AT THE LOCATIONS INDICATED ON THE

DRAWINGS. ALL PRECAST CONCRETE WALL PANEL CONNECTIONS SHALL BE CAPABLE OF

TRANSFERRING OUT-OF PLANE WIND AND SEISMIC PANEL FORCES TO THE BUILDING

STRUCTURE AND FOUNDATION.

G. PRECAST CONCRETE SYSTEMS AND MEMBERS THEREOF SHALL BE DESIGNED TO HAVE

ADEQUATE STIFFNESS TO LIMIT OUT-OF-PLANE DEFLECTIONS AS INDICATED IN IBC 2018,

TABLE 1604.3 AS MODIFIED BY UFC 3-301-01 AND SHALL NOT EXCEED DEFLECTIONS

PERMITTED BY ACI 318.

H. PRECAST CONCRETE SYSTEMS, MEMBERS AND THEIR CONNECTIONS SHALL BE DESIGNED

TO ACCOMMODATE A BUILDING STORY LATERAL DRIFT DUE TO WIND LOADING OF 3/8 INCH

(MIN) PER STORY. PRECAST CONCRETE SYSTEMS, MEMBERS AND THEIR CONNECTIONS

SHALL BE DESIGNED TO ACCOMMODATE A BUILDING DRIFTS LIMITS APPLICABLE TO

EARTHQUAKE LOADING IN ACCORDANCE WITH THE “BUILDING CODE” AND ASCE 7.

I. DESIGN ALL PRECAST CONCRETE WALL PANEL CONNECTIONS TO THE ELEVATED BUILDING

STRUCTURE TO ALLOW FOR A MINIMUM VERTICAL MOVEMENT OF THE ROOF AND FLOOR

BEAMS AS FOLLOWS:

1. TRANSIENT LOADS (ROOF LIVE LOAD, LIVE LOAD, SNOW LOAD, WIND LOAD) = BEAM SPAN

/ 360

2. TOTAL LOAD = BEAM SPAN / 240

NOTE: BEAM SPAN IN INCHES.

11. PROVIDE BRACING AND OTHER TEMPORARY SUPPORTS AS REQUIRED TO ENSURE STABILITY

OF THE STRUCTURE. WHERE TEMPORARY CONNECTIONS ARE TO BE USED, THEY SHOULD BE

NOTED ON THE SHOP DRAWINGS ALONG WITH THE ANTICIPATED FORCES.

12. PRECAST CONCRETE MEMBERS AND THEIR CONNECTIONS SHALL NOT TRANSFER TORSION

(MOMENTS AND FORCES) RESULTING FROM THE ECCENTRIC LOADING OF THE PRECAST

CONCRETE MEMBERS TO THE BUILDING STRUCTURE. IF REQUIRED, SUPPLEMENTAL

SECONDARY BRACING SHALL BE DESIGNED AND PROVIDED BY THE PRECAST SUPPLIER TO

ELIMINATE THE TRANSFER OF TORSION TO THE BUILDING STRUCTURE.

13. DO NOT INSTALL PRECAST CONCRETE MEMBERS UNTIL THE CONCRETE HAS ATTAINED THE

FULL 28-DAY SPECIFIED CONCRETE COMPRESSIVE STRENGTH.

14. PRECAST CONCRETE WALL PANELS SHALL NOT BE SUPPORTED BY OR ATTACHED TO THE

SUPPORTING BUILDING STRUCTURE (FOUNDATION AND ELEVATED FRAMING) UNTIL THE

CONCRETE FOR THE BUILDING STRUCTURE HAS REACHED THE FULL 28-DAY SPECIFIED

CONCRETE COMPRESSIVE STRENGTH.

15. ALL PRECAST CONCRETE WALL PANEL MEMBERS SUPPORTED ON FOUNDATIONS SHALL HAVE

THE HORIZONTAL JOINT BETWEEN BOTTOM OF THE PRECAST MEMBER AND THE TOP OF THE

FOUNDATION FILLED WITH GROUT. GROUT SHALL HAVE A 28-DAY SPECIFIED COMPRESSIVE

STRENGTH THAT IS AT LEAST 1000 PSI GREATER THAN THAT OF THE SUPPORTED PRECAST

CONCRETE MEMBERS.

16. EXPOSED STEEL SHAPES, PLATES AND CONNECTIONS REQUIRED IN CAST-IN-PLACE AND

PRECAST CONCRETE MEMBERS SHALL BE HOT-DIPPED GALVANIZED UNLESS NOTED

OTHERWISE. GALVANIZED CONNECTIONS WHICH ARE SUBSEQUENTLY FIELD WELDED SHALL BE

TOUCHED UP WITH ZINC-RICH PAINT AFTER WELDING.

17. PROVIDE PROTECTIVE BITUMINOUS COATING OR EQUAL AROUND ALL PRECAST CONCRETE

STEEL CONNECTIONS BELOW GRADE THAT ARE IN CONTACT WITH SOIL.

18. THE PRECAST CONCRETE SUPPLIER SHALL PROVIDE ALL OPENINGS, BLOCKOUTS, INSERTS, ETC, REQUIRED IN PRECAST CONCRETE MEMBERS.

19. THE CONTRACTOR SHALL COORDINATE AND VERIFY ALL DIMENSIONS, SLOPES AND OPENING

SIZES AND LOCATIONS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND

COMMUNICATIONS DRAWINGS AND SHALL VERIFY LOCATION OF ALL PLATES, ANCHORS, ETC. IN

PRECAST CONCRETE MEMBERS REQUIRED BY OTHER TRADES PRIOR TO FABRICATION OF THE

PRECAST CONCRETE MEMBERS.

20. SEE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, COMMUNICATIONS, AND

STRUCTURAL DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

M A

R K

D E

S C

R

IP

T

IO

N D

A T

E A

P P

R

R

E V

IS

E

D I N

A C

C O

R D

A N

C E

W

IT

H A

M E

N D

M E

N T

/0 /2

M C

B

C. CAST-IN-PLACE CONCRETE

1. ALL STRUCTURAL CAST-IN-PLACE CONCRETE HAS BEEN DESIGNED AND SHALL BE

CONSTRUCTED IN ACCORDANCE WITH THE “BUILDING CODE” AND ACI 318-14 “BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY”.

2. CONCRETE REQUIREMENTS -

A. REFER TO THE “CONCRETE MIXTURE REQUIREMENTS SCHEDULE” FOR ASSIGNED

EXPOSURE CLASSES, MINIMUM SPECIFIED CONCRETE COMPRESSIVE STRENGTHS,

MATERIAL PROPERTIES AND REQUIREMENTS FOR CAST-IN-PLACE CONCRETE.

B. BLENDED HYDRAULIC CEMENTS MUST CONFORM TO ASTM C595. PORTLAND CEMENT SHALL

MEET THE REQUIREMENTS OF ASTM C150. SEE “CONCRETE MIXTURE REQUIREMENTS

SCHEDULE” AND SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

C. FLY ASH AND NATURAL POZZOLAN USED AS ADMIXTURES SHALL CONFORM TO ASTM C618.

D. PROVIDE CONCRETE AGGREGATES CONFORMING TO ASTM C33 FOR NORMAL-WEIGHT

CONCRETE.

E. WATER USED IN MIXING CONCRETE SHALL BE POTABLE AND CONFORM TO ASTM C1602.

F. AIR ENTRAINING ADMIXTURES SHALL CONFORM TO ASTM C260.

G. THE USE OF CALCIUM CHLORIDE, ADMIXTURES CONTAINING CHLORIDES AND OTHER

CHLORIDE CONTAINING AGENTS IN CAST-IN-PLACE STRUCTURAL CONCRETE IS PROHIBITED.

H. CONCRETE ADMIXTURES CONTAINING CHLORIDE SALTS OR OTHER SUBSTANCES THAT ARE

CORROSIVE OR OTHERWISE DELETERIOUS TO THE STEEL REINFORCING, STEEL DECK AND

EMBEDDED ITEMS ARE PROHIBITED.

I. CAST-IN-PLACE NONPRESTRESSED CONCRETE MEMBERS SHALL HAVE SPECIFIED

CONCRETE COVER OVER REINFORCEMENT IN ACCORDANCE WITH ACI 318, AS LISTED

BELOW UNLESS NOTED OTHERWISE.

CONCRETE EXPOSURE MEMBER REINFORCEMENT

SPECIFIED

COVER

(IN)

CAST AGAINST AND

PERMANENTLY IN

CONTACT WITH

GROUND

ALL ALL 3

EXPOSED TO WEATHER

OR IN CONTACT WITH

GROUND

ALL

#6 THROUGH #18 BARS 2

#5 BAR, W31 OR D31 WIRE,

AND SMALLER

1-1/2

NOT EXPOSED TO

WEATHER OR IN

CONTACT WITH

GROUND

SLABS, JOISTS, AND

WALLS

#14 AND #18 BARS 1-1/2

#11 BAR AND SMALLER 3/4

BEAMS, COLUMNS,

PEDESTALS, AND

TENSION TIES

PRIMARY REINFORCEMENT,

STIRRUPS, TIES, SPIRALS,

AND HOOPS

1-1/2

3. CONCRETE REINFORCING SHALL MEET THE FOLLOWING -

A. STEEL REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE

60. STEEL REINFORCING BARS REQUIRED TO BE WELDED SHALL CONFORM TO THE

REQUIREMENTS OF ASTM A706 GRADE 60. WELDING OF STEEL REINFORCING BARS SHALL

BE IN ACCORDANCE WITH AWS D1.4-17 “STRUCTURAL WELDING CODE — REINFORCING

STEEL INCLUDING METAL INSERTS AND CONNECTIONS IN REINFORCED CONCRETE

CONSTRUCTION”. WELDING OF REINFORCING OTHER THAN SPECIFIED IS PROHIBITED.

STEEL REINFORCEMENT SHOP DRAWINGS SHALL CLEARLY DENOTE ALL WELDING

REQUIREMENTS FOR REVIEW AND APPROVAL.

B. ALL REINFORCING SHALL BE CONTINUOUS UNLESS NOTED OR INDICATED OTHERWISE. LAP

SPLICES AND EMBEDMENT LENGTHS FOR REINFORCING SHALL BE IN ACCORDANCE WITH

THE “REINFORCEMENT SPLICE AND EMBEDMENT SCHEDULE” AND THE “ACI STANDARD 90-

AND 180-DEGREE HOOK REINFORCEMENT EMBEDMENT SCHEDULE” UNLESS NOTED

OTHERWISE. WHERE REINFORCING BARS OF DIFFERENT SIZES LAP, PROVIDE A LAP SPLICE

LENGTH FOR THE LARGER REINFORCING BAR SIZE.

C. PROVIDE CORNER BARS IN OUTSIDE FACE OF ALL GRADE BEAMS AND WALLS EQUAL IN SIZE

AND SPACING TO MAIN HORIZONTAL REINFORCING. EXTEND INSIDE FACE REINFORCING OF

ALL GRADE BEAMS AND WALLS TO THE OUTSIDE FACE AND BEND TO A STANDARD 90

DEGREE HOOK UNLESS NOTED OTHERWISE.

D. PROVIDE 2-#5 EACH SIDE OF EACH OPENING THROUGH WALLS OR SLABS UNLESS NOTED

OTHERWISE. REINFORCING BARS SHALL EXTEND 24 INCHES PAST THE OPENING.

E. PLAIN WELDED WIRE FABRIC REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF

ASTM A1064 WITH A MINIMUM YIELD STRENGTH, FY = 65 KSI. DEFORMED WELDED WIRE

FABRIC REINFORCING SHALL CONFORM TO THE REQUIREMENTS OF ASTM A1064 WITH A

MINIMUM YIELD STRENGTH, FY = 70 KSI.

F. WELDED WIRE FABRIC SHALL BE PROVIDED IN FLAT SHEETS. THE USE OF ROLLED WELDED

WIRE FABRIC IS PROHIBITED. WELDED WIRE FABRIC MUST HAVE END LAPS AND EDGE LAPS

OF ONE FULL MESH AND SHALL BE HELD IN PLACE BY WIRING ALL LAPS SECURELY

TOGETHER.

G. STEEL REINFORCEMENT SHOP DRAWINGS SHALL BE SUBMITTED WITH REINFORCING STEEL

DETAILED IN ACCORDANCE WITH ACI PUBLICATION SP-66(04) “ACI DETAILING MANUAL —

2004”.

H. ALL STEEL REINFORCEMENT SHOWN TO HAVE A 90- OR 180-DEGREE LEG SHALL CONFORM

TO THE REQUIREMENTS OF A STANDARD ACI 90 OR 180 DEGREE HOOK RESPECTIVELY

UNLESS NOTED OTHERWISE.

C. CAST-IN-PLACE CONCRETE (CONTINUED)

4. FORMING AND EMBEDMENTS SHALL MEET THE FOLLOWING -

A. ALL EXTERIOR CORNERS AND EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4

INCH INSIDE FORMS OR TOOLED TO 3/8 INCH RADIUS ON SLABS UNLESS NOTED OTHERWISE.

B. SLABS-ON-GRADE SHALL HAVE CONSTRUCTION JOINTS AND CONTROL JOINTS (SAWED

JOINTS) LOCATED AS SHOWN ON THE DRAWINGS. SHOULD THE CONTRACTOR DESIRE TO

DEVIATE FROM THE SLAB-ON-GRADE JOINT LAYOUT SHOWN, THE CONTRACTOR SHALL

SUBMIT FOR APPROVAL AN ALTERNATE JOINT LAYOUT AS PART OF THE REQUIRED SLAB-ON-

GRADE CONCRETE PLACEMENT, JOINTING, AND CURING PLAN REQUIRED BY GENERAL

STRUCTURAL NOTE C.6. THE ALTERNATE JOINT LAYOUT AND SPACING SHALL BE IN

ACCORDANCE WITH THE RECOMMENDATIONS OF ACI 302.1R “GUIDE FOR CONCRETE FLOOR

AND SLAB CONSTRUCTION”, LATEST EDITION. THE CONTRACTOR SHALL LOCATE AND

DIMENSION ALL SLAB-ON-GRADE JOINTS ON THE STEEL REINFORCEMENT SHOP DRAWINGS.

C. PROVIDE CONSTRUCTION JOINTS IN STRUCTURAL CONCRETE MEMBERS IN ACCORDANCE

WITH ACI 318. WHERE NECESSARY, VERTICAL CONSTRUCTION JOINTS IN STRUCTURAL

CONCRETE MEMBERS SHALL BE LOCATED WITHIN THE CENTER ONE-THIRD OF THE SPAN.

ALL JOINTS SHALL BE THOROUGHLY CLEANED AND PURPOSELY ROUGHENED TO 1/4 INCH

AMPLITUDE AND COATED WITH AN APPROVED EPOXY BONDING AGENT PRIOR TO PLACING

ADJACENT CONCRETE. CONSTRUCTION JOINTS IN EXPOSED STRUCTURAL CONCRETE

MEMBERS SHALL HAVE A MAXIMUM SPACING OF 50 FEET. NO HORIZONTAL CONSTRUCTION

JOINTS WILL BE PERMITTED IN STRUCTURAL CONCRETE BEAMS, JOISTS, WALLS, SLABS,

AND FOUNDATIONS UNLESS SPECIFICALLY SHOWN ON THE DRAWINGS OR APPROVED BY

THE ARCHITECT, CONTRACTING OFFICER, AND THE STRUCTURAL ENGINEER OF RECORD

PRIOR TO CONSTRUCTION.

D. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN OF ALL FORMING, TEMPORARY

BRACING, AND SHORING.

E. NO ALUMINUM SHALL BE EMBEDDED IN CONCRETE. CONDUITS AND PIPING RUNNING

HORIZONTALLY SHALL NOT BE EMBEDDED IN CONCRETE SLABS-ON-GRADE, ELEVATED

CONCRETE STRUCTURAL SLABS OR WALLS, OR ELEVATED CONCRETE SLABS ON STEEL

DECK. VERTICAL PENETRATIONS THRU ELEVATED SLABS SHALL BE COORDINATED NOT TO

CONFLICT WITH REINFORCING AND SHALL BE LOCATED AND DIMENSIONED ON THE STEEL

REINFORCEMENT AND STEEL DECK SHOP DRAWINGS. PENETRATIONS SHALL NOT

PENETRATE SLAB DROP PANELS OR BEAMS. VERTICAL PENETRATIONS THRU ELEVATED

SLABS SHALL BE SLEEVED OR FORMED ONLY. CORE DRILLING WILL NOT BE ALLOWED. ALL

SLEEVED PENETRATIONS SHALL BE COORDINATED BY THE CONTRACTOR AND LOCATED

AND DIMENSIONED ON THE STEEL REINFORCEMENT AND STEEL DECK SHOP DRAWINGS.

THE NUMBER AND SPACING OF ADJACENT SLEEVED OR FORMED OPENINGS SHALL BE

COORDINATED WITH THE STRUCTURAL ENGINEER OF RECORD PRIOR TO INSTALLATION TO

PREVENT ANY IMPACT ON STRUCTURAL CAPACITY OR PERFORMANCE.

5. CURING FOR CONCRETE SURFACES NOT IN CONTACT WITH FORMS. ONE OF THE FOLLOWING

PROCEDURES SHALL BE APPLIED IMMEDIATELY AFTER COMPLETION OF CONCRETE

PLACEMENT AND FINISHING. ALL CONCRETE SLABS-ON-GRADE, MAT/ SLAB FOUNDATIONS, AND

SEISMIC REACTION MASS MAT FOUNDATIONS SHALL BE CURED USING MOISTURE RETAINING

COVER MATERIAL INDICATED IN ITEM “A” BELOW.

A. APPLICATION OF MOISTURE RETAINING CURING COVER MATERIALS CONSISTING OF BURLAP

BACKED WHITE WATERPROOF SHEET MATERIALS, CONFORMING TO ASTM C171 "STANDARD

SPECIFICATION FOR SHEET MATERIALS FOR CURING CONCRETE". CURING SHALL BE

CONTINUED AT LEAST 7 DAYS.

B. APPLICATION OF A CURING COMPOUND CONFORMING TO ASTM C309 "STANDARD

SPECIFICATION FOR LIQUID MEMBRANE-FORMING COMPOUNDS FOR CURING CONCRETE".

THE COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE

MANUFACTURER IMMEDIATELY AFTER ANY WATER SHEEN WHICH MAY DEVELOP AFTER

FINISHING HAS DISAPPEARED FROM THE CONCRETE SURFACE. IT SHALL NOT BE USED ON

ANY SURFACE AGAINST WHICH ADDITIONAL CONCRETE OR SUBSEQUENTLY APPLIED FINISH

MATERIAL OF SYSTEM IS TO BE BONDED UNLESS IT IS PROVEN THAT THE CURING

COMPOUND WILL NOT PREVENT PROPER BOND, OR UNLESS POSITIVE MEASURES ARE

TAKEN TO REMOVE IT COMPLETELY FROM AREAS TO RECEIVE BONDED APPLICATIONS.

CURING SHALL BE CONTINUED AT LEAST 7 DAYS.

C. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY MOIST.

6. CONTRACTOR SHALL SUBMIT FOR REVIEW AND COMMENT, A CONCRETE PLACEMENT, JOINTING, AND CURING PLAN 28 DAYS PRIOR TO BEGINNING ANY CONCRETE CONSTRUCTION. THE PLAN

SHALL INCLUDE AS A MINIMUM THE LOCATION, SEQUENCE, AND SCHEDULE FOR EACH

CONCRETE PLACEMENT. THE CONCRETE JOINTING LOCATIONS, TYPE, AND MATERIALS SHALL

BE IDENTIFIED AND COORDINATED WITH THE PLACEMENT PLAN AND THE CONCRETE CURING

MATERIALS AND DURATIONS SHALL BE IDENTIFIED AND COORDINATED WITH THE PLACEMENT

AND JOINTING PLANS.

7. ALL INTERIOR CONCRETE SLABS-ON-GRADE AND ELEVATED SLABS ON STEEL DECK SHALL

RECEIVE A STEEL TROWEL FINISH UNLESS NOTED OTHERWISE, SPECIFIED, OR REQUIRED BY A

SUBSEQUENT FLOOR FINISH SYSTEM OR MATERIAL. APPLY ONE APPLICATION OF CURE-

DENSIFIER-HARDENER TO THE TOP OF CONCRETE SLABS-ON-GRADE, PEDESTALS,

FOUNDATIONS THAT WILL REMAIN EXPOSED TO VIEW.

8. EXTERIOR CONCRETE SLABS-ON-GRADE, CONCRETE STOOPS, AND ELEVATED STRUCTURAL

CONCRETE SLABS SHALL RECEIVE A LIGHT BROOM FINISH BRUSHED PARALLEL TO THE SLOPE

OF THE SLAB.

9. CONTRACTOR SHALL SUBMIT NEOPRENE TYPE VIBRATION ISOLATION MATERIAL FOR REVIEW

PRIOR TO BEGINNING CONCRETE CONSTRUCTION.

W

2Q R

R

_P la ns -0

S SS S S S S S S S S S S S S

S S

S S

S S

S S

S

SS S

S S

S

S

GENERAL NOTES

1. THESE DRAWINGS ARE NOT TO BE SCALED. REFER TO DIMENSIONS

INDICATED ON DIMENSION PLANS, SHOP DRAWINGS, OR ESTABLISHED

FIELD DIMENSIONS. WHERE NO DIMENSIONS OR METHOD OF DETERMINING

A LOCATION IS GIVEN, VERIFY WITH ARCHITECT PRIOR TO PROCEEDING.

KEYED PLAN

A-201

D1

A-201

H1

A-201

A1

A-201

L1

AA

BB

CC

DD

EE

CONFERENCE

ROOM

BREAK ROOM

ELECTRICAL

MECHANICAL

OFFICE

OFFICE

MOTHERS

ENTRY

CONTROL ROOM

COMM_1

HIGH BAY AREA

JAN / RECYCLE

LOCKER AND

SHOWER

VESTIBULE

MENS RESTROOM

VESTIBULE

OPEN OFFICE

CORRIDOR

FIRE

PROTECTION

20' - 1" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 6" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 19' - 9"

186' - 8" 100' - 0"

5'

O U

T T

O O

U T

O F

B U

IL

D

IN

G

286' - 8" (OUT TO OUT OF BUILDING)

2' - 0" 282' - 8" (OUT TO OUT OF GRID LINES) 2' - 0"

20' - 1" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 4" 20' - 6" 20' - 0" 20' - 0" 20' - 0" 20' - 0" 19' - 9"

2' - 0" 282' - 8" (OUT TO OUT OF GRID LINES) 2' - 0"

2'

0"

0'

O U

T T

O O

U T

O F

G R

ID

L

IN

E

S

1'

0"

0"

2'

0"

0'

O U

T T

O O

U T

O F

G R

ID

L

IN

E

S

1'

0"

0"

PUMP ROOM

286' - 8" (OUT TO OUT OF BUILDING)

5'

O U

T T

O O

U T

O F

B U

IL

D

IN

G

SHAKER ROOM

R

E F

E R

A

A -1

R

E F

E R

A

A -1

R

E F

E R

A

A -1

R

E F

E…