SCHWERDT DESIGN GROUP, INC...P2 1t PARTITION TYPE TAG ROOM TAG DOOR TAG ELEVATION TAG WINDOW TAG A-303 A2 SIM DETAIL CALLOUT A-202 B3 B3 B3 B3 / SMALL REFERENCE NOTE A-101 A1 1 …

SCHWERDT DESIGN GROUP, INC Architecture Interiors Planning

Topeka, Kansas Oklahoma City, Oklahoma

ADDENDUM NO. 1 AE_ADD-1, REV-1, Site Package Clarifications Page 1 of 2

2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 FAX 785.273.7579 www.sdgarch.com

ADDENDUM NO. 1

DATE:

August 20, 2019 8/20/19

PROJECT NO: 190121 AE Gage Center – Site Package

RE:

Drawing Revisions

You are instructed to read and to note the following described changes, corrections, clarifications, omissions, deletions, additions and statements pertinent to the Contract Bid and Construction Documents: The Addendum No. 1 is part of the contract Bid and Construction Documents and shall govern in the performance of the Work. Clarification Items: G-1 Addendum No. 1 shall be marked with Revision #1, REV #1 and/or Delta 1 or similar on drawings

attached.

G-2 Sheet GS-001 – COVER SHEET: Add Sheets AS-101, AS-102, AS-103, AS-104

G-3 Generator and Trash enclosure finishes are to match the building and will be included in the building

package.

Architectural Items: A-1 Sheet AS-101 - ARCHITECTURAL SITE PLAN – BUILDING A:

A-1.A Three flagpoles have been located in the landscaped area North of Building A, (2) 30’ and (1) 35’

pole. Reference Sheet AS-103 for details and attached specification section 107516.

A-1.B Add 36” free standing split faced Cottonwood limestone wall West of flagpoles, reference Sheet

AS-103 for details.

A-1.C Trash enclosure is located on the West side of Building A, also see Sheet AS-103 for details.

A-1.D All new broom finished sidewalk is to be provided around the building as indicated, hand tool all

joints, typ. Reference Civil for grading clarification.

A-1.E Colored concrete pavement is to be included at the East entry and extend East to the edge of

the phased work, concrete is to be integrally colored with hand tooled joints, ref attached spec

section 321216.

A-1.F New concrete stairs to the North are to receive new aluminum handrails, ref typ. handrail

details on Sheet AS-104.

A-1.G Existing stairs on the West side of Building A are to receive new handrails, ref Sheet AS-104 for

details.

A-2 Sheet AS-102 – ARCHITECTURAL SITE PLAN – BUILDING K:

ADDENDUM NO. 1 AE_ADD-1, REV-1, Site Package Clarifications Page 2 of 2

2231 SW Wanamaker Rd. Suite 303 Topeka, Kansas 66614-4275 785.273.7540 www.sdgarch.com

A-2.A Generator and Transformer enclosure is located on the West side of the building, reference

Sheet AS-103 for details. Refer to Civil for grading and retaining wall requirements.

A-2.B Existing ramp on the South side of building K is to receive new guardrail and handrail as

required, reference sheet AS-104 for details.

A-2.C Trash enclosure is located at the end of the drive past the dock on the South side of the building,

reference Sheet AS-103 for typical details.

A-3 Sheet AS-103 – SITE DETAILS: Details have been provided for the flagpoles, typical trash enclosure and

associated bollards, concrete walks, gate post, generator enclosure and free-standing limestone wall.

A-4 Sheet AS-104 – EXTERIOR RAILING DETAILS: Refer to this sheet for typical exterior guardrail and handrail

details along with specific requirements at both stairs and ramps.

A-5 Specification Section 107516: Refer to attached specification for additional requirements of (3) flagpoles

located North of Building A.

A-6 Specification Section 321316: Refer to attached specification for requirements of integral colored

decorative concrete at East main entry of Building A.

END OF ADDENDUM

GRAPHIC SYMBOLS

MATERIAL LEGEND

ACOUSTIC TILE (SECTION)

BATT INSULATION

BRICK

CARPET

CONCRETE

CONCRETE MASONRY UNITS

CONCRETE, PLASTER CUT STONE, STUCCO

METAL STUDS

PLYWOOD (LARGE SIZE)

RIGID INSULATION

SAND, GRAVEL, PLASTER, DRYWALL, CUT STONE, GROUTTILE (LARGE SCALE)

WOOD BLOCKING

WOOD MEMBER (CONTINUOUS)

WOOD STUDS, PARALAM, FINISHED

BRICK

PLAN OR SECTION

METALGLASS

WOOD

ELEVATIONEARTH COMPACTED/ DISTURBED

DESIGN TEAM

ARCHITECTURAL DESIGN

SCHWERDT DESIGN GROUP2231 SW WANAMAKER RD SUITE 303TOPEKA, KANSAS 66614

CONTACT:PHONE:FAX:E-MAIL:

LAUREN [email protected]

CIVIL DESIGN

CFS ENGINEERS2930 SW WOODSIDE DRTOPEKA, KS 66614


KEVIN HOLLAND, [email protected]

STRUCTURAL DESIGN

CERTUS STRUCUTRAL ENGINEERS, INC900 S KANSAS AVE, SUITE 400TOPEKA, KS 66614


TOBY TAGGART, [email protected]

MECHANICAL & ELECTRICAL DESIGN

L S & A3639 SW SUMMERFIELD DR STE. ATOPEKA, KS 66614


JAMES A. LATIMER, P.E., LEED AP, [email protected]

N

A1LOCATION MAPSCALE: NOT TO SCALE

PROJECT LOCATION

CODE PLAN LEGEND

1-HR CORRIDOR

2-HR SEPARATION

1-HR SEPARATION

ABBREVIATIONS

AAFF ABOVE FINISH FLOORACS PNL ACCESS PANELACC ACCESSIBLEACT ACOUSTICAL CEILING TILEACOUS PNL ACOUSTICAL PANELADMIN ADMINISTRATIONAPC ACOUSTICAL PANEL

CEILINGAWT ACOUSTICAL WALL

TREATMENTADJ ADJUSTABLEAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAB ANCHOR BOLTL ANGLEANOD ANODIZE / ANODIZEDAPPROX APPROXIMATEARCH ARCHITECTURALASPH ASPHALT

BBSMT BASEMENTBM BEAMBRG BEARINGBRG PL BEARING PLATEBR BEDROOMBLW BELOWBTWN BETWEENBITUM BITUMINOUSBD BOARDBF BOTH FACESBS BOTH SIDESBW BOTH WAYSBOT BOTTOMBRKT BRACKETBLDG BUILDINGBUR BUILT-UP ROOFING

CCAB CABINETCUH CABINET UNIT HEATERCPT CARPETCIP CAST-IN-PLACECS CAST STONECLG CEILINGCEM CEMENTCTR CENTERCL CENTER LINEC TO C CERAMIC TILECH BD CHALKBOARDC CHANNELCLR CLEARCLO CLOSETCOL COLUMNCONC CONCRETECMU CONCRETE MASONRY UNITCJ CONSTRUCTION JOINT,

CONTROL JOINT

DDL DEAD LOADDEMO DEMOLITIONDEPT DEPARTMENTD DEPTHDET DETAILDIAG DIAGONALDIA DIAMETERDIM DIMENSION

D CONTINUEDDW DISHWASHERDR DOORDBL DOUBLEDN DOWNDS DOWNSPOUTDWG DRAWINGDF DRINKING FOUNTAIN

EEA EACHEW EACH WAYESMT EASEMENTE EASTELEC ELECTRIC, ELECTRICALEL ELEVATIONELEV ELEVATOREQ EQUALEQUIP EQUIPMENTEXH FN EXHAUST FANEXIST EXISTINGEXP EXPANSIONEJ EXPANSION JOINTEXT EXTERIOREIFS EXTERIOR INSULATION

& FINISH SYSTEM

FFC BRK FACE BRICKFOF FACE OF FINISHFGL FIBERGLASSFIN FINISHFF EL FINISH FLOOR ELEVATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIXT FIXTUREFLASH FLASHINGFLR FLOORFCO FLOOR CLEANOUTFD FLOOR DRAINFLUOR FLUORESCENTFLL FLOW LINEFT FOOTFTG FOOTINGFDTN FOUNDATIONFR FRAMEFA FRESH AIRFURN FURNACEFURG FURRINGFS FULL SIZE

GGA GAUGEGALV STL GALVANIZED STEELGC GENERAL CONTRACTORGL GLASSGB GRAB BARGYP BD GYPSUM BOARD

HHCP HANDICAPPEDHDW HARDWAREHDWD HARDWOODHVAC HEATING, VENTILATION

& AIR CONDITIONINGHT HEIGHTH HIGHHWY HIGHWAYHM HOLLOW METALHORIZ HORIZONTALHP HORESEPOWER

H CONTINUEDHW HOT WATERHYD HYDRANT

IINCL INCLUDEDID INSIDE DIAMETERINSUL INSULATIONINT INTERIOR

JJAN JANITOR

KKIT KITCHEN

LL ANGLELAB LABORATORYLAM LAMINATELAU LAUNDRYLAV LAVATORYLWC LIGHTWEIGHT CONCRETELCMU LIGHTWEIGHT CONCRETE

MASONRYLF LINEAR FOOTLL LIVE LOADLR LIVING ROOMLLH LONG LEG HORIZONTALLLV LONG LEG VERTICAL

MMAINT MAINTENANCEMH MANHOLEMFD MANUFACTUREDMFR MANUFACTURERMFG MANUFACTURINGMO MASONRY OPENINGMBR MASTER BEDROOMMATL MATERIALMAX MAXIMUMMECH MECHANICALMTL METALMW MICROWAVEMIN MINIMUM, MINUTEMISC MISCELLANEOUSMR MOISTURE RESISTANTMTD MOUNTEDMULL MULLION

NNRC NOISE REDUCTION

COEFFICIENTNOM NOMINALN NORTHNIC NOT IN CONTRACTNTS NOT TO SCALE

OOFF OFFICEOC ON CENTEROPNG OPENINGOPP OPPOSITEOD OUTSIDE DIAMETERO/O OUT TO OUTOA OVERALLORD OVERFLOW ROOF DRAINOH OVERHANGOF/CI OWNER FURNISHED/

CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED/

OWNER INSTALLED

PPT PAINTPR PAIRPNL PANELPTD PAPER TOWEL DISPENSERPBD PARTICLE BOARDPTN PARTITIONPVG PAVINGPERF PERFORATEDPERIM PERIMETERPLAS PLASTERPERP PERPENDICULARPLAM PLASTIC LAMINATEPLYWD PLYWOODPVC POLYVINYL CHLORIDELB POUNDPCF POUNDS PER CUBIC FOOTPLF POUNDS PER LINEAR FOOTPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPCC PRECAST CONCRETEPREFAB PREFABRICATEPREFIN PREFINISHPROJ PROJECTPL PROPERTY LINE

QQT QUARRY TILE

RREF REFERENCE,

REFRIGERATORRCP REFLECTED CEILING PLANREINF REINFORCEREQD REQUIREDRESIL RESILIENTREST RESTROOMRA RETURN AIRREV REVISIONR RISER, RADIUS, RANGERD ROOF DRAINRFG ROOFINGRM ROOMRO ROUGH OPENINGRS ROUGH SAWN

SSNU SANITARY NAPKIN DISPENSERSNDU SANITARY NAPKIN DISPOSAL UNITSS SANITARY SEWERSCHED SCHEDULESECT SECTIONSHT SHEETSV SHEET VINYLSHV SHELVINGSHR SHOWERSIM SIMILARSCWD SOLID CORE WOODSTC SOUND TRANSMISSION CLASSS SOUTHSPEC SPECIFICATIONSB SPLASH BLOCKSF SQUARE FOOTSQ IN SQUARE INCHSQ YD SQUARE YARDSST STAINLESS STEELSTD STANDARDSTL JST STEEL JOISTSTOR STORAGESD STORM DRAINST STREET

S CONTINUED

TTK BD TACKBOARDTEL TELEPHONETV TELEVISIONTMPD TEMPEREDTER TERRAZZOTHK THICKNESSTPD TOILET PAPER HOLDERT&G TONGUE AND GROOVET&B TOP AND BOTTOMTOC TOP OF CURB,

TOP OF CONCRETETOF TOP OF FOOTINGTOM TOP OF MASONRYTOS TOP OF STEELTOW TOP OF WALLTB TOWEL BARTRANS TRANSPARENT*TF TRANSPARENT WOOD

FINISHT TREADTYP TYPICAL

UUNFIN UNFINISHEDUH UNIT HEATERUNO UNLESS NOTED OTHERWISE

VVR VAPOR RETARDERVNR VENEERVENT VENTILATIONVERT VERTICALVEST VESTIBULEVB VINYL BASEVCT VINYL COMPOSITION TILEVWC VINYL WALL COVERINGVWF VINYL WALL FABRICV VOLT

WWSCT WAINSCOTWC WALL COVERING,

WATER CLOSETWH WATER HEATERWP WATERPROOFING,

WORKING POINTWT WEIGHTWWF WELDED WIRE FABRICW WEST, WIDEWDW WINDOWWGL WIRED GLASSW/ WITHW/O WITHOUTWD WOOD

D101B

WALL SECTION TAG

P2

1t

PARTITION TYPE TAG

ROOM TAG

DOOR TAG

ELEVATION TAG

WINDOW TAG

A-303

A2SIM

DETAIL CALLOUT

A-202

B3

B3B3

B3

/SMALL REFERENCE NOTE

A1A-101

1

/ 1A-101

REVISION MARK

BEARING ELEVATION MARK

CENTERLINE MARK

/ 1A-101MATCHLINE

DESCRIPTIVE ARROW

EQUIPMENT TAG

1

1i

DEMOLITION MARK

GENERAL NOTE MARK 1

NEW CONSTRUCTION MARK

SPOT ELEVATION

1

EXISTINGNEW

EL - FLOOR

100'-0"

SHEET INDEX

ROOM NAME

101

B5

A-202

SIM

STRUCT STRUCTURALSUSP CLG SUSPENDED CEILINGSW SWITCH

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

B

C

D

54321

A

B

C

D

FILE

PA

TH:

DA

TE:

DR

AW

N B

Y:

54321

SUBMISSION DATES

500 north broadway suite 200oklahoma city, ok 73102phone: 405.231.3105

schwerdt design grouparchitecture interiors planning2231 sw wanamaker rd suite 303topeka, kansas 66614-4275phone: 785.273.7540

C:\U

sers

\Laure

n\D

ocum

ents

\190121 A

E C

orp

ora

te O

ffic

e (

GageC

ente

r)_ln

fLK

K7H

.rvt

8/1

9/2

019 6

:54:0

3 P

M

AD

VIS

OR

S E

XC

EL

-G

AG

E C

EN

TE

R C

AM

PU

S

PH

AS

E 1

-T

OP

EK

A, K

AN

SA

S 6

6604

COVER SHEET - SITEPACKAGE

190121

GS-001

Aut

hor

ADVISORS EXCEL - GAGE CENTER CAMPUS

PHASE 1 -TOPEKA, KANSAS 66604

CIVIL

V100 EXISTING CONDITIONS

CIVIL

C100 SHEET LAYOUT

C101 PHASE 1 DEMOLITION PLAN

C102 PHASE 1 SITE PLAN

C103 BUILDING A SITE PLAN

C104 BUILDING K SITE PLAN

C105 CURB & GUTTER, APPROACH, AND TURNDOWNSIDEWALK

C106 RAMP & SITE DETAILS

C107 SIGN AND POST DETAILS & PAVEMENT SECTIONS

C200 PHASE 1 GRADING PLAN

C201 BUILDING A GRADING PLAN

C202 BUILDING K GRADING PLAN

C300 PHASE 1 UTILITY PLAN

C301 TYPE II-P INLET, CLEANOUT & SERVICE LINE DETAILS

C302 WATER LINE DETAILS

C400 EROSION CONTROL PLAN

C401 EROSION CONTROL DETAILS

C402 EROSION CONTROL DETAILS

ARCHITECTURAL

AS-101 ARCHITECTURAL SITE PLAN - BUILDING A

AS-102 ARCHITECTURAL SITE PLAN - BUILDING K

AS-103 SITE DETAILS

AS-104 EXTERIOR RAILING DETAILS

MECH/ELEC

ME-101 DEMOLITION SITE PLAN - MECH/ELEC

ME-102 SITE PLAN - MECH/ELEC

ME-103 SITE CALCULATIONS PLAN AND SCHEDULES

ME-104 SITE DETAILS

MECH/ELEC

ME-301 HVAC CONTROLS




MECH/PLUMBING

MP-101 MECHANICAL DETAILS




MP-105 MECHANICAL DETAILS AND SCHEDULES

MP-106 MECHANICAL SCHEDULES



MECHANICAL

M-101 LOWER LEVEL PLAN - BUILDING A - HVAC

M-102 FIRST FLOOR PLAN - BUILDING A - HVAC

M-103 SECOND FLOOR PLAN - BUILDING A - HVAC

M-104 LOWER LEVEL PLAN - BUILDING K - HVAC

M-105 FIRST FLOOR PLAN - BUILDING K - HVAC

TELECOM

T-101 SITE PLAN - TELECOM

1

ADD-1, REV #1 08/19/2019

2019-08-19 19:14-05:00

Lauren

Snapshot

Lauren

Snapshot

WINDOW WELL WINDOW WELL WINDOW WELL

COLORED CONCRETE PAVEMENT W/ SPECIALTY FINISH, HAND TOOL ALL JOINTS, TYP.

TR

AS

H E

NC

LOS

UR

E

TRANS

AS-104

A4

AS-104A3

35' FLAGPOLE, REF SPEC; REF ELECTRICAL FOR LIGHTING REQUIREMENTS

N

DECORATIVE BOLLARD FIXTURES, ALIGN W/ BUILDING COLUMNS, REF ELECT

TY

P.

3' -

9"

(2) 30' FLAGPOLES, REF SPEC; REF ELECTRICAL FOR LIGHTING REQUIREMENTS

36" HT FREE STANDING WALL W/ SPLIT FACE COTTWOOD LIMESTONE FACE

15' -

0"

HANDRAIL, EXTEND 12" PAST TOP AND BOTTOM RISER; REF TYP. DETAILBUILDING A

7' - 0"

AS-103

C5Sim

HANDRAIL, EXTEND 12" PAST BOTTOM RISER; REF TYP. DETAIL

COMBINED CONCRETE CURB AND GUTTER, TYPE II; REF CIVIL,TYP.

NEW RETAINING WALL, REF CIVIL

(3) BIKE RACKS

EQ EQ EQ EQ 5' - 0"5' - 0"5' - 0" 5' - 0"5' - 0" 5' - 0"5' - 0" 5' - 0"5' - 0"5' - 0" 5' - 0"EQ EQ EQ 5' - 0"

4' -

5"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

5' -

0"

EQ

EQ

EQ

EQ

EQ

EQ

EQ

EQEQEQ

EQEQEQ EQEQEQ

2' -

0"

6' -

6"

2' -

0"

2' -

0"

EQ

EQ

EQ

2' -

0"

2' -

0"

CONCRETE PAVING, REF CIVIL; HAND TOOL ALL JOINTS, TYP.

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

B

C

D

54321

A

B

C

D

FILE

PA

TH:

DA

TE:

DR

AW

N B

Y:

54321

SUBMISSION DATES



C:\U

sers

\Laure

n\D

ocum

ents

\190121 A

E C

orp

ora

te O

ffic

e (

GageC

ente

r)_ln

fLK

K7H

.rvt

8/1

9/2

019 6

:44:3

1 P

M

AD

VIS

OR

S E

XC

EL

-G

AG

E C

EN

TE

R C

AM

PU

S

PH

AS

E 1

-T

OP

EK

A, K

AN

SA

S 6

6604

ARCHITECTURAL SITEPLAN - BUILDING A

190121

AS-101

Aut

hor

PROGRESS PRINT ONLY

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

BUILDING A - SITE PLAN

2019-08-19 19:13-05:00

Lauren

Snapshot

Lauren

Snapshot

AS-103

C5Sim

BUILDING K

PROVIDE NEW GUARDRAIL / HANDRAIL AT EXISTING RAMP, REF DETAILS

GENERATOR, REF MECH FOR PAD REQUIREMENTS

TRANSFORMER

DOCK

RETAINING WALL, REF CIVIL

AS-103

2

AS-103 3

AS-103

1Sim

AS-104

D1Sim

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

B

C

D

54321

A

B

C

D

FILE

PA

TH:

DA

TE:

DR

AW

N B

Y:

54321

SUBMISSION DATES



C:\U

sers

\Laure

n\D

ocum

ents

\190121 A

E C

orp

ora

te O

ffic

e (

GageC

ente

r)_ln

fLK

K7H

.rvt

8/1

9/2

019 6

:44:3

1 P

M

AD

VIS

OR

S E

XC

EL

-G

AG

E C

EN

TE

R C

AM

PU

S

PH

AS

E 1

-T

OP

EK

A, K

AN

SA

S 6

6604

ARCHITECTURAL SITEPLAN - BUILDING K

190121

AS-102

Aut

hor

PROGRESS PRINT ONLY

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

SITE PLAN - BUILDING K

2019-08-19 19:15-05:00

Lauren

Snapshot

Lauren

Snapshot

20' -

0"

12' - 0"

PRE-FIN METAL LOUVERED TRASH ENCLOSURE GATE

C4

AS-103

4' -

0"

4' -

6"

4' -

0"

4' -

0"

CONCRETE BOLLARD, TYP.AS-103

1Sim

8" CMU FULLY GROUTED

CMU TRASH ENCLOSURE WALL, FULLY GROUTED

1/2" COMPRESSIBLE FILLER STRIP

6"

1' - 11"

3' -

0"

6' -

8"

CMU BOND BEAM W/ (2) #4 CONT

(4) #5

#5 @ 2'-0"

WWF

NOTE: FINISH TO BE INCLUDED IN BUIDLING PACKAGE

0' - 9"

PAVING OR GRADE W.O. REF CIVIL

4' -

0"

0' -

8"

SLIGHTLY CROWNED TOP 1" TALL

6" DIA. STL. PIPE CONC. FILLED TO 48" AFF.

SLIGHTLY CROWNED CONC. AROUND PIPE

PAVING

COMPACTED FILL

COMPACTED EARTH

18" DIA. X 36" CONC. FOOTING

PLAN

SECTION

FLAG POLE PER MANUFACTURER

BASE PLATE

FOOTING

SP

EC

IFIC

AT

ION

S

PE

R M

AN

UF

AC

TU

RE

R'S

FLAG POLE PER SPEC. FOR TYPES AND HEIGHTS

1" CHAMFER EDGE

FINISH GRADE PER CIVIL

AGGERAGATE SUB-BASE

FOOTING PER MANUFACTURERS SPEC.

COMPACTED SUBGRADE

LIGHTENING SPIKE4"

4"

1/2"

4" MIN 4"

4"

4"

1"

EXPANSION JT.

CONTROL JT.

LINE OF WALL OR VERTICAL ELEMENT

SEALANT AND BACKER ROD

1/2" X 1'-0" SMOOTH DOWEL RODS @ 12" O.C., LUBRICATE ONE END

NOTE: U.N.O., PLACE E.J. AT 30' +/- O.C. TO MATCH SHOWN C.J. SPACING

PREMOLDED JOINT FILLER (REMOVE TOP TO RECEIVE SEALANT AND BACKER ROD )

SIDEWALK

TOOLED JT., TROWEL-CUT TO REINFORCEMENT

WELDED WIRE FABRIC (6X6 - W1.9 X W1.9)

LINE OF THICKENED EDGE (SIM. TO E.J.) AT EACH EXPOSED EDGE

COMPACTED SUBGRADE

ZERK GREASE FITTING

CENTER POST ON FACE OF CMU

8" DIA. X 6" SCED. 80 PIPE, NOT WELDED TO 6" PIPE

8" CMU GROUTED FULL

6" STEEL PIPE FILLED W/ CONCRETE

2"PREFINISHED METAL LOUVERED GATE

0' -

6"

0' -

6"

0' -

6"

-

1' - 6"

8" DIA. X 6" SCHED. 80 PIPE, NOT WELDED TO 6" PIPE

8" DIA. X 6" SCHED 80 PIPE, WELDED TO 6" PIPE

CUT SECTION OF TS 4 X 3 X3/16 X 6" LONG

PREFINISHED METAL LOUVERED GATE


#3 HOOPS 1-2 DIA. 18" O.C.

4 - #5 VERTICAL

CONCRETE FOUNDATION

CONCRETE PAVING

ELEVATION

PLAN SECTION

3' -

6"

0' -

6"

NOTE: PAINT ALL EXPOSED STEEL TO MATCH PRE-FINISHED GATE

13' - 9 1/2"

6' - 10 3/4" 6' - 10 3/4"

STANLEY 1010 18" CANE BOLT W/ BLACK WEATHER GUARD FINISH (OR SIM.) @ EACH GATE, DRILL HOLES IN PAVING FOR EA. BOLT

NOTE: CONTINOUS WELD ALL STEEL JOINTS AND GRIND SMOOTH. PAINT ALL EXPOSED STEEL.

HSS 2"X2"X3/16"

HSS 4"X3"X3/16" (TYP)

HSS 6"X3"X3/16" TOP RAIL


ACM PANEL FINISH TO BE INCLUDED AS PART OF THE BUIDLING PACKAGE

PROVIDE ADJUSTABLE WHEEL ON END OF EACH GATE DOOR. ENSURE HINGES ARE LOOSE ENOUGH FOR WHEEL TO FOLLOW GRADE WHEN SWUNG OPEN TO SUPPORT DOOR.

8' -

10"

2' - 0"

HSS 4"X4"X3/16" POSTS, EMBED 3'-0" MIN (TYP)

6' -

8 1

/2"

21' - 6"

EQ EQ EQ

6"

CONCRETE PAD BEYOND, REF CIVIL

GATE REQUIRES SECURITY ALARM, COODINATE W/ OWNERS SECURITY PROVIDER

MIN

3' -

0"

0' - 4"

F.V.

15' - 0"

0' -

6"

MIN

.

3' -

0"

6' -

8 1

/2"

HSS 4"X4"X3/16" POSTS, EMBED 3'-0" MIN (TYP)

PRE-FINISHED METAL LOUVERED PANEL

CONCRETE PAD AND RETAINING WALL, REF CIVIL

3' -

0"

TYP.0' - 2"

1/2" MORTAR SETTING BED

8" CMU, FULLY GROUTED

3' -

0"

2' - 0"

CONCRETE FOOTING

STEEL REINFORCEMENT

3" THICK SPLIT-FACE LIMESTONE TO MATCH BUILDING STONE. PROVIDE STRAP ANCHORS AS RECOMMENDED BY SUPPLIER. TIGHT DRY STACK JOINTS.

3" THICK LIMESTONE CAP W/ SAW CUT TOP AND BOTTOM SURFACE. SPLIT-FACE SIDES TO MATCH BUILDING STONE. SLOPE 1/4" PER FT. TO DRAIN

FINISH GRADE: REF CIVIL

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

B

C

D

54321

A

B

C

D

FILE

PA

TH:

DA

TE:

DR

AW

N B

Y:

54321

SUBMISSION DATES



C:\U

sers

\Laure

n\D

ocum

ents

\190121 A

E C

orp

ora

te O

ffic

e (

GageC

ente

r)_ln

fLK

K7H

.rvt

8/1

9/2

019 6

:42:3

8 P

M

AD

VIS

OR

S E

XC

EL

-G

AG

E C

EN

TE

R C

AM

PU

S

PH

AS

E 1

-T

OP

EK

A, K

AN

SA

S 6

6604

SITE DETAILS

190121

AS-103

Aut

hor

PROGRESS PRINT ONLY

SCALE: 1/4" = 1'-0"C5

TRASH ENCLOSURE - TYP.SCALE: 3/4" = 1'-0"

C4TYP. WALL @ TRASH ENCLOSURE

SCALE: 1/2" = 1'-0"B4

BOLLARD DETAIL

SCALE: 3/4" = 1'-0"B2

FLAGPOLE DETAILSCALE: 1 1/2" = 1'-0"

C1TYP. CONCRETE WALK DETAILS

SCALE: 1 1/2" = 1'-0"1

TYP. GATE POST DETAIL

SCALE: 1/8" = 1'-0"2

BUILDING K - GENERATOR ENCLOSURE - WESTSCALE: 1/8" = 1'-0"

3GENERATOR ENCLOSURE - SOUTH

SCALE: 3/4" = 1'-0"4

FREE-STANDING SITE WALL

2019-08-19 19:16-05:00

Lauren

Snapshot

SHEET TITLE

PROJECT NUMBER

SHEET NUMBER

A

B

C

D

54321

A

B

C

D

FILE

PA

TH:

DA

TE:

DR

AW

N B

Y:

54321

SUBMISSION DATES



C:\U

sers

\Laure

n\D

ocum

ents

\190121 A

E C

orp

ora

te O

ffic

e (

GageC

ente

r)_ln

fLK

K7H

.rvt

8/1

9/2

019 6

:42:4

2 P

M

AD

VIS

OR

S E

XC

EL

-G

AG

E C

EN

TE

R C

AM

PU

S

PH

AS

E 1

-T

OP

EK

A, K

AN

SA

S 6

6604

EXTERIOR RAILINGDETAILS

190121

AS-104

Aut

hor

PROGRESS PRINT ONLY

2019-08-19 19:15-05:00

Lauren

Snapshot

Lauren

Snapshot

Advisors Excel – Gage Center Campus Phase 1 – Building A & Building K Topeka, Kansas SDG Project No. 190121 August 27, 2019

GROUND-SET FLAGPOLES 107516 - 1

SECTION 107516 - GROUND-SET FLAGPOLES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes ground-set flagpoles made from aluminum.

B. Owner-Furnished Material: Flags.

1.3 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include construction details, material descriptions, dimensions of individual components and profiles, operating characteristics, fittings, accessories, and finishes for flagpoles.

B. Shop Drawings: For flagpoles.

1. Include plans, elevations, and attachment details. Show general arrangement, jointing, fittings, accessories, grounding, anchoring, and support.

2. Include section, and details of foundation system.

C. Samples for Verification: For each type of exposed finish, in manufacturer's standard sizes.

D. Delegated-Design Submittal: For flagpoles.

1.4 CLOSEOUT SUBMITTALS

A. Operation and Maintenance Data: For flagpoles to include in operation and maintenance manuals.

1.5 DELIVERY, STORAGE, AND HANDLING

A. Spiral wrap flagpoles with heavy paper and enclose in a hard fiber tube or other protective container.



PART 2 - PRODUCTS

2.1 MANUFACTURERS

A. Source Limitations: Obtain flagpoles as complete units, including fittings, accessories, bases, and anchorage devices, from single source from single manufacturer.

2.2 PERFORMANCE REQUIREMENTS

A. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 "Quality Requirements," to design flagpole assemblies.

B. Structural Performance: Flagpole assemblies, including anchorages and supports, shall withstand design loads indicated within limits and under conditions indicated.

1. Wind Loads: Determine according to NAAMM FP 1001. Basic wind speed for Project location is 90mph.

2. Base flagpole design on nylon or cotton flags of maximum standard size suitable for use with flagpole or flag size indicated, whichever is more stringent.

2.3 ALUMINUM FLAGPOLES

A. Aluminum Flagpoles: Cone-tapered flagpoles fabricated from seamless extruded tubing complying with ASTM B 241/B 241M, Alloy 6063, with a minimum wall thickness of 3/16 inch (4.8 mm).

1. Manufacturers: Subject to compliance with requirements, provide products by one of the

following (or pre-approved equal):

a. American Flagpole.

b. Concord Industries, Inc.

c. Eder Flag Manufacturing Company, Inc.

d. U.S. Flag & Flagpole Supply, LP.

B. Exposed Height: 30 feet (9 m) and 35 feet (12 m). 1. Provide 1 pole at 35’ 2. Provide 2 poles at 30’

C. Construct flagpoles in one piece if possible. If more than one piece is necessary, comply with the following:

1. Fabricate shop and field joints without using fasteners, screw collars, or lead calking. 2. Provide flush hairline joints using self-aligning, snug-fitting, internal sleeves.

D. Metal Foundation Tube: Manufacturer's standard corrugated-steel foundation tube, 0.060-inch (1.52-mm) wall thickness with 3/16-inch (4.8-mm) steel bottom plate and support plate; 3/4-inch- (19-mm-) diameter, steel ground spike; and steel centering wedges welded together. Galvanize foundation tube after assembly. Furnish loose hardwood wedges at top of foundation tube for plumbing pole.

1. Flashing Collar: Same material and finish as flagpole.



E. Sleeve for Aluminum Flagpole: Fiberglass or PVC pipe foundation sleeve, made to fit flagpole, for casting into concrete foundation.

1. Flashing Collar: Same material and finish as flagpole.

F. Cast-Metal Shoe Base: Made from aluminum with same finish and color as flagpoles for anchor-bolt mounting; furnish with anchor bolts.

1. Furnish ground spike.

2.4 FITTINGS

A. Finial Ball: Flush-seam ball, sized to match flagpole-butt diameter.

1. 0.063-inch (1.6-mm) spun aluminum with gold anodic finish.

B. Internal Halyard, Winch System: Manually operated winch with control stop device and removable handle, stainless-steel cable halyard, and concealed revolving truck assembly with plastic-coated counterweight and sling. Furnish flush access door secured with cylinder lock. Finish truck assembly to match flagpole.

1. Halyard Flag Snaps: Chromium-plated bronze swivel snap hooks with neoprene or vinyl covers. Furnish two per halyard.

2.5 MISCELLANEOUS MATERIALS

A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107/C 1107M.

B. Drainage Material: Crushed stone, or crushed or uncrushed gravel; coarse aggregate.

C. Sand: ASTM C 33/C 33M, fine aggregate.

D. Elastomeric Joint Sealant: Multicomponent nonsag urethane joint sealant complying with requirements in Section 079200 "Joint Sealants."

E. Bituminous Paint: Cold-applied asphalt emulsion complying with ASTM D 1187/D 1187M.

2.6 ALUMINUM FINISHES

A. Clear Anodic Finish: AAMA 611, AA-M12C22A41.

B. Gold Anodic Finish: AAMA 611, AA-M32C22A43; gold color.



PART 3 - EXECUTION

3.1 PREPARATION

A. Prepare uncoated metal flagpoles that are set in foundation tubes by painting below-grade portions with a heavy coat of bituminous paint.

B. Foundation Excavation: Excavate to neat clean lines in undisturbed soil. Remove loose soil and foreign matter from excavation and moisten earth before placing concrete. Place and compact drainage material at excavation bottom.

C. Provide forms where required due to unstable soil conditions and for perimeter of flagpole base at grade. Secure and brace forms to prevent displacement during concreting.

D. Foundation Tube: Place foundation tube, center, and brace to prevent displacement during concreting. Place concrete. Plumb and level foundation tube and allow concrete to cure.

E. Sleeves: Locate and secure sleeves in forms by bracing to reinforcement and forms.

F. Anchor Bolts: Locate and secure anchor bolts in forms with templates and by tying to reinforcement.

G. Place concrete, as specified in Section 033000 "Cast-in-Place Concrete." Compact concrete in place by using vibrators. Moist-cure exposed concrete for no fewer than seven days or use nonstaining curing compound.

H. Trowel exposed concrete surfaces to a smooth, dense finish, free of trowel marks, and uniform in texture and appearance. Provide positive slope for water runoff to perimeter of concrete base.

3.2 FLAGPOLE INSTALLATION

A. General: Install flagpoles where indicated and according to manufacturer's written instructions.

B. Foundation Tube: Place flagpole in tube, seated on bottom plate between steel centering wedges, and install hardwood wedges to secure flagpole in place. Place and compact sand in foundation tube and remove hardwood wedges. Seal top of foundation tube with a 2-inch (50-mm) layer of elastomeric joint sealant and cover with flashing collar.

C. Baseplate: Cast anchor bolts in concrete foundation. Install baseplate on washers placed over leveling nuts on anchor bolts and adjust until flagpole is plumb. After flagpole is plumb, tighten retaining nuts and fill space under baseplate solidly with nonshrink, nonmetallic grout. Finish exposed grout surfaces smooth and slope 45 degrees away from edges of baseplate.

END OF SECTION 107516


DECORATIVE CONCRETE PAVING 32 1316 - 1

SECTION 321316 - DECORATIVE CONCRETE PAVING

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section includes the following concrete paving.

1. Retarder finished concrete

2. Integral colored concrete

B. Related Sections:

1. Section 033000 "Cast-in-Place Concrete for general building applications of concrete.

2. Section 321313 "Concrete Paving" for cast-in-place concrete paving with other finishes, curbs and gutters, stamped detectable warnings, pavement markings, and wheel stops.

1.3 DEFINITIONS

A. Cementitious Materials: Portland cement alone or in combination with one or more of blended hydraulic cement, fly ash and other pozzolans, and ground granulated blast-furnace slag.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product indicated.

B. Samples for Initial Selection: For each type of product, ingredient, or admixture requiring color, pattern, or texture selection.

C. Samples for Verification: For each type of exposed color, pattern, or texture indicated.

D. Show location, configuration, and details of concrete paving, beveled saw-cut joints, hand tooled joints, paving joining

E. Other Action Submittals:

1. Design Mixtures: For each decorative concrete paving mixture. Include alternate design mixtures when characteristics of materials, Project conditions, weather, test results, or other circumstances warrant adjustments.



1.5 INFORMATIONAL SUBMITTALS

A. Qualification Data: For qualified Installer ready-mix concrete manufacturer and testing agency.

B. Material Certificates: For the following, from manufacturer:

1. Cementitious materials.

2. Steel reinforcement and reinforcement accessories.

3. Fiber reinforcement.

4. Admixtures.

5. Curing compounds.

6. Applied finish materials.

7. Bonding agent or epoxy adhesive.

8. Joint fillers.

C. Material Test Reports: For each of the following:

1. Aggregates: Include service-record data indicating absence of deleterious expansion of concrete due to alkali-aggregate reactivity.

D. Field quality-control reports.

1.6 QUALITY ASSURANCE

A. An experienced installer who has completed pavement work similar in material, design, and extent to that indicated for this Project and whose work has resulted in construction with a record of successful in-service performance.

B. Ready-Mix-Concrete Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete Production Facilities" (Quality Control Manual - Section 3, "Plant Certification Checklist").

C. Testing Agency Qualifications: Qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

1. Personnel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade 1, according to ACI CP-1 or an equivalent certification program.

D. Source Limitations: Obtain decorative concrete paving products and each type or class of cementitious material of the same brand from same manufacturer's plant, and obtain each aggregate from single source.



E. Concrete Testing Service: Engage a qualified testing agency to perform material evaluation tests and to design concrete mixtures.

F. ACI Publications: Comply with ACI 301 (ACI 301M) unless otherwise indicated.

G. Mockups: Build mockups to verify selections made under sample submittals and to demonstrate aesthetic effects and set quality standards for materials and execution.

1. Build mockups of full-thickness sections of decorative concrete paving to demonstrate typical joints; surface color, pattern, and texture; curing; and standard of workmanship.

2. Build mockups of decorative concrete paving in the location and of the size indicated or, if not indicated, build mockups where directed by Architect and not less than 10 feet square.

3. Approval of mockups does not constitute approval of deviations from the Contract Documents contained in mockups unless Architect specifically approves such deviations in writing.

4. Approved mockups may become part of the completed Work if undisturbed at time of Substantial Completion.

H. Preinstallation Conference: Conduct conference at Project site.

1. Review methods and procedures related to decorative concrete paving, including but not limited to, the following:

a. Concrete mixture design.

b. Quality control of concrete materials and decorative concrete paving construction practices.

2. Require representatives of each entity directly concerned with decorative concrete paving to attend, including the following:

a. Contractor's superintendent.

b. Independent testing agency responsible for concrete design mixtures.

c. Ready-mix concrete manufacturer.

d. Decorative concrete paving Installer.

e. Manufacturer's representative of decorative concrete paving system.

1.7 PROJECT CONDITIONS

A. Traffic Control: Maintain access for vehicular and pedestrian traffic as required for other construction activities.



PART 2 - PRODUCTS

2.1 FORMS

A. Form Materials: Plywood, metal, metal-framed plywood, or other approved panel materials to provide full-depth, continuous, straight, and smooth exposed surfaces of size and strength to resist movement during concrete placement and to retain horizontal and vertical alignment until removal. Use straight forms, free of distortion and defects.

2.2 STEEL REINFORCEMENT

A. Epoxy-Coated Welded Wire Fabric: ASTM A 884/A 884M, Class A, plain steel.

B. Epoxy-Coated Reinforcement Bars: ASTM A 775/A 775M; with ASTM A 615/A 615M, Grade 60 (Grade 420), deformed bars.

C. Epoxy-Coated Wire: ASTM A 884/A 884M, Class A coated, plain steel.

D. Epoxy-Coated Joint Dowel Bars: ASTM A 775/A 775M; with ASTM A 615/A 615M, Grade 60 (Grade 420), plain steel bars.

E. Tie Bars: ASTM A 615/A 615M, Grade 60 (Grade 420), deformed.

F. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars, welded wire reinforcement, and dowels in place. Manufacture bar supports according to CRSI's "Manual of Standard Practice" from steel wire, plastic, or precast concrete of greater compressive strength than concrete specified, and as follows:

1. Equip wire bar supports with sand plates or horizontal runners where base material will not support chair legs.

2. For epoxy-coated reinforcement, use epoxy-coated or other dielectric-polymer coated wire bar supports.

G. Epoxy Repair Coating: Liquid two-part epoxy repair coating, compatible with epoxy coating on reinforcement

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, gray portland cement Type I Supplement with the following:

a. Fly Ash: ASTM C 618, Class C or F.

b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.

B. Normal-Weight Aggregates: ASTM C 33, Class 4S, uniformly graded. Provide aggregates from a single source with documented service-record data of at least 10 years' satisfactory service in



similar paving applications and service conditions using similar aggregates and cementitious materials.

1. Maximum Aggregate Size: 5/8 inch minus with consistent color. Color shall be s approved by the Architect.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: Potable and complying with ASTM C 94/C 94M.

D. Air-Entraining Admixture: ASTM C 260.

E. Chemical Admixtures: Admixtures certified by manufacturer to be compatible with other admixtures and to contain not more than 0.1 percent water-soluble chloride ions by mass of cementitious material.

1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A, colored.

2. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D, colored.

3. Water-Reducing and Accelerating Admixture: ASTM C 494/C 494M, Type E.

F. Integral Coloring Agent: ASTM C 979, synthetic mineral-oxide pigments or colored water-reducing admixtures; color stable, nonfading, and resistant to lime and other alkalis.

1. Colors: As selected by Architect.

2. Manufacturers:

a. Scofield, L. M. Company.

b. Solomon Colors.

c. Symons Corporation.

2.4 CURING AND SEALING MATERIALS

A. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. (305 g/sq. m) dry.

B. Curing Paper: Nonstaining, waterproof paper, consisting of two layers of kraft paper cemented together and reinforced with fiber, and complying with ASTM C 171.

C. Water: Potable

2.5 RELATED MATERIALS

A. Chemical Surface Retarder: Water-soluble, liquid, set retarder with color dye, for horizontal concrete surface application, capable of temporarily delaying final hardening of concrete to a depth of 1/8 to 1/4 inch (3 to 6 mm).

B. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber.



C. Bonding Agent: ASTM C 1059, Type II, non-redispersible, acrylic emulsion or styrene butadiene.

D. Epoxy Bonding Adhesive: ASTM C 881, two-component epoxy resin, capable of humid curing and bonding to damp surfaces, of class suitable for application temperature and of grade to requirements, and as follows:

1. Types I and II, non-load bearing, for bonding hardened or freshly mixed concrete to hardened concrete.

E. Concrete Silane Sealer: 100% reactive, 40% solids by weight, deep penetrating alkyl polymer silane, non-volatile, non-staining, invisible, 10 year performance guarantee for protection of concrete subject to severe environmental conditions with frequent exposure to de-icing salts (chlorides) complying with National Cooperative Highway Research Program (NCHRP) No.244 and ASTM C 672 with a rating of 0, no scaling, the highest rating with the following physical properties:

1. Yellowing: No.

2. Surface Darkening: No.

3. Film Forming: No.

4. NCHRP 244 Series II:

a. Absorption: 93% reduction, minimum.

b. Total Chloride-Ion

5. NCHRP 244 Series IV:

a. Total Chloride-Ion: 98% reduction, minimum.

6. Resistance to Chloride-Ion Penetration:

a. AASHTO-T 259:

1) 1/2 inch depth: 98% minimum. 2) 1 inch depth: 98% minimum.

b. 20 percent solutions are not acceptable.

c. Acceptable Product:

1) Penetrating Sealer 40 by Sonneborn. 2) Baracade Silane 40 by Tamms. 3) Pentane 40 or Pentane 40 WB by L&M Construction Chemicals, Inc. 4) Weather Worker 8-40 by Dayton Superior.



2.6 CONCRETE MIXTURES

A. Prepare design mixtures, proportioned according to ACI 301 (ACI 301M), for each type and strength of normal-weight concrete, and as determined by either laboratory trial mixtures or field experience.

1. Use a qualified independent testing agency for preparing and reporting proposed concrete design mixtures for the trial batch method.

B. Mix Design: Provide plant mixed concrete for exposed aggregate finish as approved by the Architects. The following design mix is given as a general guide. The Contractor is responsible for providing a mix which matches the referenced standard.

1. Prepare design mixtures, proportioned according to ACI 301, for each type and strength of normal-weight concrete determined by either laboratory trial mixes or field experience.

a. Use a qualified independent testing agency for preparing and reporting proposed concrete mixture designs for the trial batch method.

2. Proportion mixtures to provide normal-weight concrete with the following properties:

a. Compressive Strength (28 Days): 4000 psi.

b. Maximum Water-Cementitious Materials Ratio at Point of Placement: 0.45.

c. Slump Limit: 3 inches.

3. Add air-entraining admixture at manufacturer's prescribed rate to result in normal-weight concrete at point of placement having an air content as follows:

a. Air Content: 6 percent plus or minus 1.5 percent for 1-inch nominal maximum aggregate size.

4. Limit water-soluble, chloride-ion content in hardened concrete to 0.15 percent by weight of cement.

5. Chemical Admixtures: Use admixtures according to manufacturer's written instructions.

a. Use water reducing admixture in concrete, as required, for placement and workability.

b. Use water-reducing and retarding admixture when required by high temperatures, low humidity, or other adverse placement conditions.

6. Cementitious Materials: Limit percentage, by weight, of cementitious materials other than portland cement according to ACI 301 requirements for concrete exposed to deicing chemicals.

7. Coloring Agent: Add coloring agent to mix according to manufacturer's written instructions.



2.7 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, and mix concrete materials and concrete according to ASTM C 94/C 94M. Furnish batch certificates for each batch discharged and used in the Work.

1. When air temperature is between 85 and 90 deg F (30 and 32 deg C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes; when air temperature is above 90 deg F (32 deg C), reduce mixing and delivery time to 60 minutes.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine exposed subgrades and subbase surfaces for compliance with requirements for dimensional, grading, and elevation tolerances.

3.2 PREPARATION

A. Proof-roll prepared subbase surface below decorative concrete paving to identify soft pockets and areas of excess yielding.

1. Completely proof-roll subbase in one direction[ and repeat in perpendicular direction]. Limit vehicle speed to 3 mph (5 km/h).

2. Proof-roll with a pneumatic-tired and loaded, 10-wheel, tandem-axle dump truck weighing not less than 15 tons (13.6 tonnes).

3. Correct subbase with soft spots and areas of pumping or rutting exceeding depth of 1/2 inch (13 mm) according to requirements in Section 312000 "Earth Moving."

B. Proceed with installation only after unsatisfactory conditions have been corrected.

C. Remove loose material from compacted subbase surface immediately before placing concrete.

D. Protect adjacent construction from discoloration and spillage during application of color hardeners, release agents, stains, curing compounds, and sealers.

3.3 EDGE FORMS AND SCREED CONSTRUCTION

A. Set, brace, and secure edge forms, bulkheads, and intermediate screed guides to required lines, grades, and elevations. Install forms to allow continuous progress of work and so forms can remain in place at least 24 hours after concrete placement.

B. Clean forms after each use and coat with form-release agent to ensure separation from concrete without damage.



3.4 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for fabricating, placing, and supporting reinforcement.

1. Apply epoxy repair Coating to uncoated or damaged surfaces of epoxy –coated reinforcement.

B. Clean reinforcement of loose rust and mill scale, earth, ice, or other bond-reducing materials.

C. Arrange, space, and securely tie bars and bar supports to hold reinforcement in position during concrete placement. Maintain minimum cover to reinforcement.

D. Install welded wire reinforcement in lengths as long as practicable. Lap adjoining pieces at least one full mesh, and lace splices with wire. Offset laps of adjoining widths to prevent continuous laps in either direction.

E. Install fabricated bar mats in lengths as long as practicable. Handle units to keep them flat and free of distortions. Straighten bends, kinks, and other irregularities, or replace units as required before placement. Set mats for a minimum 2-inch (50-mm) overlap to adjacent mats.

3.5 JOINTS

A. General: Form construction, isolation, and contraction joints and tool edges true to line, with faces perpendicular to surface plane of concrete. Construct transverse joints at right angles to centerline unless otherwise indicated.

1. When joining existing paving, place transverse joints to align with previously placed joints unless otherwise indicated.

B. Construction Joints: Set construction joints at side and end terminations of paving and at locations where paving operations are stopped for more than one-half hour unless paving terminates at isolation joints.

1. Continue steel reinforcement across construction joints unless otherwise indicated. Do not continue reinforcement through sides of paving strips unless otherwise indicated.

2. Butt Joints: Use epoxy bonding adhesive at joint locations where fresh concrete is placed against hardened or partially hardened concrete surfaces.

3. Keyed Joints: Provide preformed keyway-section forms or bulkhead forms with keys unless otherwise indicated. Embed keys at least 1-1/2 inches (38 mm) into concrete.

4. Dowelled Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint.

C. Isolation Joints: Form isolation joints of preformed joint-filler strips abutting concrete curbs, catch basins, manholes, inlets, structures, walks, other fixed objects, and where indicated.

1. Locate expansion joints at intervals of 50 feet (15.25 m) unless otherwise indicated.

2. Extend joint fillers full width and depth of joint.



3. Terminate joint filler not less than 1/2 inch (13 mm) or more than 1 inch (25 mm) below finished surface if joint sealant is indicated.

4. Place top of joint filler flush with finished concrete surface if joint sealant is not indicated.

5. Furnish joint fillers in one-piece lengths. Where more than one length is required, lace or clip joint-filler sections together.

6. During concrete placement, protect top edge of joint filler with metal, plastic, or other temporary preformed cap. Remove protective cap after concrete has been placed on both sides of joint.

D. Contraction Joints: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of the concrete thickness, as follows:

1. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- (3-mm-) wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before developing random contraction cracks.

2. Doweled Contraction Joints: Install dowel bars and support assemblies at joints where indicated. Lubricate or coat with asphalt one-half of dowel length to prevent concrete bonding to one side of joint.

E. Edging: After initial floating, tool edges of paving, gutters, curbs, and joints in concrete with an edging tool to a 1/4-inch (6-mm) radius. Repeat tooling of edges after applying surface finishes. Eliminate edging tool marks on concrete surfaces.

3.6 CONCRETE PLACEMENT

A. Before placing concrete, inspect and complete formwork installation, steel reinforcement, and items to be embedded or cast-in.

B. Moisten subbase to provide a uniform dampened condition at time concrete is placed. Do not place concrete around manholes or other structures until they are at required finish elevation and alignment.

C. Comply with ACI 301 (ACI 301M) requirements for measuring, mixing, transporting, and placing concrete.

D. Do not add water to concrete during delivery or at Project site. Do not add water to fresh concrete after testing.

E. Deposit and spread concrete in a continuous operation between transverse joints. Do not push or drag concrete into place or use vibrators to move concrete into place.

F. Consolidate concrete according to ACI 301 (ACI 301M) by mechanical vibrating equipment supplemented by hand spding, rodding, or tamping.

1. Consolidate concrete along face of forms and adjacent to transverse joints with an internal vibrator. Keep vibrator away from joint assemblies, reinforcement, or side forms.



Use only square-faced shovels for hand spreading and consolidation. Consolidate with care to prevent dislocating reinforcement dowels and joint devices.

G. Screed paving surface with a straightedge and strike off.

H. Commence initial floating using bull floats or darbies to impart an open-textured and uniform surface plane before excess moisture or bleed water appears on the surface. Do not further disturb concrete surfaces before beginning finishing operations or spreading surface treatments.

I. Cold-Weather Placement: Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing, or low temperatures. Comply with ACI 306.1 and the following:

1. When air temperature has fallen to or is expected to fall below 40 deg F (4.4 deg C), uniformly heat water and aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C) and not more than 80 deg F (27 deg C) at point of placement.

2. Do not use frozen materials or materials containing ice or snow.

3. Do not use calcium chloride, salt, or other materials containing antifreeze agents or chemical accelerators unless otherwise specified and approved in design mixtures.

J. Hot-Weather Placement: Comply with ACI 301 (ACI 301M)and as follows when hot-weather conditions exist:

1. Cool ingredients before mixing to maintain concrete temperature below 90 deg F (32 deg C) at time of placement. Chilled mixing water or chopped ice may be used to control temperature, provided water equivalent of ice is calculated in total amount of mixing water. Using liquid nitrogen to cool concrete is Contractor's option.

2. Cover steel reinforcement with water-soaked burlap so steel temperature will not exceed ambient air temperature immediately before embedding in concrete.

3. Fog-spray forms[, steel reinforcement,] and subgrade just before placing concrete. Keep subgrade moisture uniform without standing water, soft spots, or dry areas.

3.7 CONCRETE FINISHING

A. General: Do not add water to concrete surfaces during finishing operations.

B. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and the concrete surface has stiffened sufficiently to permit operations. Float surface with power-driven floats, or by hand floating if area is small or inaccessible to power units. Finish surfaces to true planes. Cut down high spots, and fill low spots. Refloat surface immediately to uniform granular texture.

C. Monolithic Exposed-Aggregate Finish (Retardar Finished): Expose coarse aggregate in paving surface as follows: [Add. #5]

1. Immediately after float finishing, spray-apply chemical surface retarder to paving according to manufacturer's written instructions.



2. Cover paving surface with plastic sheeting, sealing laps with tape, and remove when ready to continue finishing operations.

3. Without dislodging aggregate, remove mortar concealing the aggregate by lightly brushing surface with a stiff, nylon-bristle broom. Do not expose more than one-third of the average diameter of the aggregate and not more than one-half of the diameter of the smallest aggregate.

4. Fine-spray surface with water and brush. Repeat cycle of water flushing and brushing until cement film is removed from aggregate surfaces to depth required.

D. Don't apply a sealer until the concrete surface and the small recesses left behind by the salt dry out completely

3.8 CONCRETE PROTECTION AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures.

B. Comply with ACI 306.1 for cold-weather protection.

C. Evaporation Retarder: Apply evaporation retarder to concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h (1 kg/sq. m x h) before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete but before float finishing.

D. Begin curing after finishing concrete but not before free water has disappeared from concrete surface.

E. Curing Paper: Cure with unwrinkled curing paper in pieces large enough to cover the entire width and edges of slab. Do not lap sheets. Fold curing paper down over paving edges and secure with continuous banks of earth to prevent displacement or billowing due to wind. Immediately repair holes or tears in paper.

3.9 CONCRETE SILANE SEALER

A. Sealing: Apply in accordance with the silane sealer manufacturer's written published application instructions and as follows.

B. Prepare surfaces according to manufacturer's written instructions and as follows:

1. Do not apply until construction, contraction and other joints have been sealed with elastomeric sealant.

2. Surfaces have been dry for a minimum of 24 hours.

3. Adjacent surfaces including, but not limited to plants, grass, shrubs, and asphalt are masked to protect from drips and overspray.



3.10 PAVING TOLERANCES

A. Comply with tolerances in ACI 117 and as follows:

1. Elevation: 3/4 inch (19 mm).

2. Thickness: Plus 3/8 inch (10 mm), minus 1/4 inch (6 mm).

3. Surface: Gap below 10-foot- (3-m-) long, unleveled straightedge not to exceed 1/2 inch (13 mm).

4. Lateral Alignment and Spacing of Dowels: 1 inch (25 mm).

5. Vertical Alignment of Dowels: 1/4 inch (6 mm).

6. Alignment of Dowel-Bar End Relative to Line Perpendicular to Paving Edge: 1/4 inch per 12 inches (6 mm per 300 mm) of dowel.

7. Joint Spacing: 3 inches (75 mm).

8. Contraction Joint Depth: Plus 1/4 inch (6 mm), no minus.

9. Joint Width: Plus 1/8 inch (3 mm), no minus.

3.11 FIELD QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to perform tests and inspections.

B. Testing Services: Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements:

1. Slump: ASTM C 143; one test at point of placement for each compressive-strength test, but not less than one test for each day's pour of each type of concrete. Additional tests will be required when concrete consistency changes.

2. Air Content: ASTM C 231, pressure method; one test for each compressive-strength test, but not less than one test for each day's pour of each type of air-entrained concrete.

3. Concrete Temperature: ASTM C 1064; one test hourly when air temperature is 40 deg F (4.4 deg C) and below and when 80 deg F (27 deg C) and above, and one test for each set of compressive-strength specimens.

4. Compression Test Specimens: ASTM C 31/C 31M; one set of four standard cylinders for each compressive-strength test, unless otherwise indicated. Cylinders shall be molded and stored for laboratory-cured test specimens unless field-cured test specimens are required.

5. Compressive-Strength Tests: ASTM C 39; one set for each day's pour of each concrete class exceeding 5 cu. yd. (4 cu. m), but less than 25 cu. yd. (19 cu. m), plus one set for each additional 50 cu. yd. (38 cu. m). One specimen shall be tested at 7 days and two specimens at 28 days; one specimen shall be retained in reserve for later testing if required.



6. When frequency of testing will provide fewer than five compressive-strength tests for a given c]ass of concrete, testing shall be conducted from at least five randomly selected batches or from each batch if fewer than five are used.

7. When strength of field-cured cylinders is less than 85 percent of companion laboratory-cured cylinders, current operations shall be evaluated and corrective procedures shall be provided for protecting and curing in-place concrete.

8. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive compressive-strength test results equal. or exceed specified compressive strength and no individual compressive-strength test result falls below specified compressive strength by more than 500 psi (3.4 MPa).

C. Test results shall be reported in writing to Architect, concrete manufacturer, and Contractor within 48 hours of testing. Reports of compressive-strength tests shall contain Project identification name and number, date of concrete placement, name of concrete testing and inspecting agency, location of concrete batch in Work, design compressive strength at 28 days, concrete mixture proportions and materials, compressive breaking strength, and type of break for both 7- and 28-day tests.

D. Nondestructive Testing: Impact hammer, sonoscope, or other nondestructive device may be permitted by Architect but will not be used as sole basis for approval or rejection of concrete.

E. Additional Tests: Testing and inspecting agency shall make additional tests of concrete when test results indicate that slump, air entrainment, compressive strengths, or other requirements have not been met, as directed by Architect.

3.12 REPAIRS AND PROTECTION

A. Remove and replace decorative concrete paving that is broken or damaged or does not comply with requirements in this Section. Remove work in complete sections from joint to joint unless otherwise approved by Architect.

B. Detailing: Grind concrete "squeeze" left from tool placement. Color ground areas with slurry of color hardener mixed with water and bonding agent. Remove excess release agent with high-velocity blower.

C. Protect decorative concrete paving from damage. Exclude traffic from paving for at least 14 days after placement. When construction traffic is permitted, maintain paving as clean as possible by removing surface stains and spillage of materials as they occur.

D. Maintain decorative concrete paving free of stains, discoloration, dirt, and other foreign material. Sweep paving not more than two days before date scheduled for Substantial Completion inspections.

END OF SECTION 321316