BUTLER COUNTY, OHIO CENTRAL QUAD TUNNEL TOP REPLACEMENT - Miami … Quad Tunne… · project...

TITLE SHEETUTILITY PLAN C1

SUPPLEMENTAL SPECIFICATIONS THERETO.DEPARTMENT OF TRANSPORTATION, INCLUDING CHANGES AND

LATEST STANDARD SPECIFICATIONS OF THE STATE OF OHIO,IN GENERAL, THE PROJECT SPECIFICATIONS CONFORM TO THE

PROJECT SPECIFICATIONS

MIAMI UNIVERSITYBUTLER COUNTY, OHIO

CENTRAL QUAD TUNNEL TOP REPLACEMENT

INDEX OF SHEETS

ROBERT F. DREYER, JR., P.E. P.E. # 44711

SECTIONS & DETAILS S6 - S7

GRADING PLAN GP1 - GP2

TUNNEL TOP PLANS S1 - S5

PROJECTLOCATION

N

VICINITY MAP

PROJECT LOCATION MAP

DENOTES AREA OF PROJECT WORK

UTILITY SHORING & REMOVAL PLANS E-1R THRU E-5R

TUNNEL LIGHTING PLANS E-1 THRU E-5

HAUL ROAD & STORAGE AREA PLAN C2

CONSTRUCTION ACCESS/SIDWALK S8REPLACEMENT

GENERAL NOTES S9

BID DOCUMENTS / NOT FOR CONSTRUCTION

UTILITY PLAN1

4" :1'-0"

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UNIVERSITY PERSONNEL WILL MARK ALL UTILITIES ONUNIVERSITY PROPERTY. CONTRACTOR TO LOCATE ALLUTILITIES IN PUBLIC RIGHT-OF-WAY AND ALL GAS MAINS.

CDS ASSOCIATES, INC.

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GATE

5' FROM FACEOF CURB

EDGE OF ARCH (TYP.)ONLY 3 ARCH OPENINGSINSIDE FENCE

END HAULROAD

EDGE OF ARCH (TYP.)ONLY 3 ARCH OPENINGSINSIDE FENCE

25'-0

"10

'-0"

10'-0

"

10'-0"

25'-0"

10'-0"

40'-0"

12'-0"

12'-0" 12'-0

"

4 0' -0

"

40'-0

"

STORAGE &HAUL ROAD

EXIST. TUNNEL TOP MUST BE SHOREDTO SUPPORT CONCRETE TRUCK.THIS SECTION OF TUNNEL TOP CANONLY BE PLACED AFTER ALL TRUCKTRAFFIC CEASES TO CROSS TUNNEL.

EDGE OFPINE TREE

CENTER ROADBETWEEN TREEDRIP LINES

FENCE

FENCE

TREEDRIP LINE

ORANGESNOW FENCE

VE

HIC

LE A

CC

ES

S

PAVEMENT ONLY

GATE

FENCE

FENCE TO BE ERECTED ONLYWHEN TUNNEL TOP WORK INTHIS AREA IN PROGRESSFENCE TO BE ERECTED ONLY

WHEN TUNNEL TOP WORK INTHIS AREA IN PROGRESS

25'-0

"

E

E

E

E

E

E

EE E

E

E

E

E

12'-0

"

10'-0"

STORAGE &HAUL ROAD

E

E E E

E

OAK STREET

SIDEWALK SIDEWALK

GATE AT SIDEWALK

MAINTAIN ACCESS TO FIRE HYDRANTOUTSIDE OF FENCE

CONSTRUCTION FENCETO OAK STREET

20'-0"


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NOTE:1. NO STORAGE WITHIN DRIP LINE OF TREE2. CONC. TRUCKS ARE NOT ALLOWED WITHIN DRIP LINE OF THE TREES3. CONC. TRUCKS ARE ONLY ALLOWED ON HAUL ROADS4. PLYWOOD MUST BE PLACED WITHIN 10' OF TREE TRUNK WHEN VEHICLES OTHER THAN CONC. TRUCKS DRIVE IN THIS AREA.5. PLACE ORANGE SNOW FENCE AT THE DRIP LINE OF ALL TREES WITHIN THE FENCED WORK AREA, EXCEPT THOSE WITH AN "E" DESIGNATION

E E

EG

EE

EE

E E

EG

EE

EE

TUNNEL TOP GRADING PLAN1" : 30'-0"


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GRADINGLIMITS

GRADINGLIMITS

GRADINGLIMITS

GRADINGLIMITS

GRADINGLIMITS

GRADINGLIMITS

PROP. 8" STM.1 2

MA

CC

RA

CK

EN

HA

LL

884.505 886.50

879.784 883.50

1

2

NO. LENGTH / SLOPE

878.30

878.70

879.50

GRATE

880.00

INV.

ODOT NO. 2-2B CATCH BASINS

880.503 882.50

143'~12" @ 0.50%

887.006 889.50

115'~12" @ 0.50%

145'~12" @ 0.50%

88'~8" @ 0.50%

27'~6" @ 0.50% *

#7 881.50

8

9

881.50

891.75

879.21

886.70

60'~12 @ 0.50%

N/A

10'~8" @ 0.50%

18'~8" @ 0.50%

# CONTRACTOR TO LOCATE EXISTING STORM LOCATION AND INVERT

PROP.6" STM.

* CONDUIT TO BE CORED THROUGH THE TUNNELWALLS AND MOUNTED ALONG THE TUNNEL TOP

6" PVC

6" P

VC

6" P

VC

6" PVC

6" P

VC

- INDICATES VENT CHAMBER. SEE SHEETS S1-S5 & S7 FOR LOCATIONS & DETAILS. PIPE RUNS SHOULD BE BEYOND TREE DRIP LINES AS MUCH AS POSSIBLE.

CONNECT TO EXIST. BUILDINGDOWNSPOUT WHICH CONSISTSOF CLAY OR CAST IRON PIPE

NORTHING

556130.16

555987.45

555842.27

555580.77

555658.91

556254.68

555992.70

555992.29

556257.68

EASTING

1337879.80

1337872.63

1337868.46

1337876.11

1337879.07

1337890.11

1337745.51

1337755.50

1337829.29

# #

ALL TREE ROOTS THAT ARE GREATER THAN1" IN DIAMETER MUST BE CUT WITH A SAW

CONTROL POINTMAG NAIL SETELEV. = 880.17


EEE

E

E E

E

E

EEE

E

E E

E

E


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9'-6" SIDEWALK

9:19:1

4" SIDEWALK SLAB

8" STRUCTURAL SLAB

TUNNEL TOP GRADING PLAN1" : 30'-0"

TYPICAL SECTIONN.T.S.

GRADINGLIMITS

GRADINGLIMITS

GRADINGLIMITS

34 5

6PROP. 12" STM. PROP. 12" STM.

GRADINGLIMITS

GRADINGLIMITS

PR

OP

. 12"

STM

.

7

8

PR

OP

. 12"

STM

.

8" STM.

9

PROP. 8" STM.

THE FOLLOWING QUANTITY HAS BEEN INCLUDED TO BEUSED AS DIRECTED BY THE ENGINEER FOR THE EXISTINGMANHOLES, CATCH BASINS, ETC. WITHIN THE GRADINGLIMITS OF THE WALK. THIS ITEM SHALL MEET THEREQUIREMENTS OF ODOT ITEM 604.SEE ITEM U-7 IN SECTION 01 22.00. 1.4 UNIT PRICEDESCRIPTIONS OF SPECS.

MISC. STRUCTURE ADJUSTED TO GRADE 10 EA.(INCLUDE WITH BASE BID)

HAMILTON HALLRICHARD HALL

EXIST. 12" STM.

1' 1'

7'-0

"(±

)

SUMP.SEE SUMP NOTE

SUMP:DIG 4'-0"x6'-0"x7'-0" DEEP HOLE.FILL BOTTOM 5'-0" WITH ITEM 518POROUS BACKFILL WRAPPED INFILTER FABRIC. EXTEND 6'-0" LONGPERFORATED PVC PIPE INSIDEPOROUS BACKFILL. FROM 5'-0" TO 9"BELOW TOP OF GROUND PLACE 1'-3"OF COMPACTED CLAY FILL WITH 9"MINIMUM OF TOPSOIL ABOVE THECLAY FILL.

SUMP (BEYOND TREE DRIP LINE)SEE SUMP NOTE

6" PVC

6" PVC

6" PVC

ROUNDINGROUNDING

6" PVC

884.505 886.50

879.784 883.50

1

2

NO. LENGTH / SLOPE

878.30

878.70

879.50

GRATE

880.00

INV.

ODOT NO. 2-2B CATCH BASINS

880.503 882.50

143'~12" @ 0.50%

887.006 889.50

115'~12" @ 0.50%

145'~12" @ 0.50%

88'~8" @ 0.50%

27'~6" @ 0.50% *

#7 881.50

8

9

881.50

891.75

879.21

886.70

60'~12 @ 0.50%

N/A

10'~8" @ 0.50%

18'~8" @ 0.50%

# CONTRACTOR TO LOCATE EXISTING STORM LOCATION AND INVERT* CONDUIT TO BE CORED THROUGH THE TUNNELWALLS AND MOUNTED ALONG THE TUNNEL TOP

- INDICATES VENT CHAMBER. SEE SHEETS S1-S5 & S7 FOR LOCATIONS & DETAILS. PIPE RUNS SHOULD BE BEYOND TREE DRIP LINES AS MUCH AS POSSIBLE.

NORTHING

556130.16

555987.45

555842.27

555580.77

555658.91

556254.68

555992.70

555992.29

556257.68

EASTING

1337879.80

1337872.63

1337868.46

1337876.11

1337879.07

1337890.11

1337745.51

1337755.50

1337829.29

# #



E

E

E

EE

EE

E

20'-0"(±)

15'-0"

76'-412"(±)

BEGIN WORK"F" MATCH LINE "F"

15'-0"

9'-9"

E E E E E E E E

EEEEE

E

E

E

EE

20'-0"(±)

4'-0"(±)

199'-2"(±)

8'-0

"

8'-0

"15'-

0"

PROP. VENT w/PARKBENCH

41'-4"

123'-0"

E

EE

E

40'-0"

BEGIN WORK

15'-0

"

15'-0

"

8'-0"

~

TUNNEL TOP REPLACEMENT PLAN1

8" :1'-0"


8" :1'-0"


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M.U. CENTRAL QUAD LOCATION MAPN.T.S.

RICHARD HALL

SCOTT HALL

CE

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BREEZEWAY

BREEZEWAY

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-8"

68'-7

"

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D"

"B"

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"

B"

"C"

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"

C"

APPOACH SLAB. SEE

DETAIL ON SHT. S6

APPOACH SLAB. S

EE

DETAIL ON S

HT. S6

APPROACHSLAB SEEDETAIL ONSHT. S6

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PAVERS ABOVE TUNNEL UNDER BREEZE-WAY TOBE REMOVED AND REPLACED. REUSE UNBROKENEXISTING PAVERS. OBTAIN NEW PAVERS TO MATCHEXISTING. ONLY PAVERS ABOVE TUNNEL WILL BEREMOVED AND REPLACED, ALL OTHER PAVERSUNDER BREEZE-WAY TO REMAIN.

PAVERS ABOVE TUNNEL UNDER BREEZE-WAYTO BE REMOVED AND REPLACED. REUSEUNBROKEN EXISTING PAVERS. OBTAIN NEWPAVERS TO MATCH EXISTING. ONLY PAVERSABOVE TUNNEL WILL BE REMOVED ANDREPLACED, ALL OTHER PAVERS UNDERBREEZE-WAY TO REMAIN.

CONTRACTOR TO PROVIDE VERTICAL CLEARANCEINFORMATION TO MIAMI PERSONNEL BEFORECONSTRUCTION BEGINS SO MIAMI PERSONNELCAN TRIM TREES FOR CONSTRUCTION.

DETAIL 2S6

DETAIL 2S7

AP

PO

AC

H S

LAB

. SE

ED

ETA

IL O

N S

HT.

S6

AP

PO

AC

H S

LAB

. SE

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IL O

N S

HT.

S6

1S6

2S6

3S6

INSTALL EXPANSION JOINTS IN SAME LOCATIONAS EXISTING JOINTS, SEE DETAIL 1 ON SHT. S7.SLAB & WALL JOINTS ARE IN THE SAMELOCATION. MOST JOINTS ARE SPACED AT 24'-0"O.C. THERE ARE SEVERAL JOINTS AT 12'-0" (±)AND 25' (±) O.C.

THE CONTRACTOR IS TO OPEN SECTIONS OF NEWTUNNEL TOP TO PEDESTRIAN TRAFFIC AS SOONAS POSSIBLE. ONLY ROUGH GRADING NEEDS TOBE COMPLETED AT THAT TIME. SEEDING ANDMULCHING CAN BE PERFORMED AFTER ALL OFTHE TUNNEL WORK IS COMPLETED.

6' RAD.

6' RAD.

HEIGHT OF LIGHT POLE CONCRETE BASES MUST BEINCREASED AND ALL EXISTING WIRING EXTENDING FROMPOLE TO POLE MUST BE REMOVED AND NEW WIRINGINSTALLED IN THE EXISTING CONDUITS. TYP. FOR ALLLIGHT POLES ADJACENT TO TUNNEL IN THIS PROJECT.SEE LIGHT POLE BASE EXTENSION DETAIL ON SHT. S7.


PROP. STM.

PROP. STM.

PROP. STM

.

PROP. CB

PROP. CB

INSTALL THE TWO EXISTING BENCHES ON TOP OFTWO OF THE VENT CHAMBERS. THE CONTRACTORSHOULD NOT ACQUIRE NEW BENCHES.

EXIST. VENT (TYP.)

6" PVC PIPE TOMacCRAKEN HALLDOWNSPOUT

SEE ITEM U-5 INSECTION 01 22.00.1.4 UNIT PRICEDESCRIPTIONS OFSPECS.

90'-0" ALTERNATE G-273'-0" ALTERNATE G-3

INSTALL THREADED REBARSPLICES ON ALL LONGITUDINALBARS AT THIS COLD JOINT


EE

EE

EE

EE

E

E

E

4'-0"(±)

137'

-9"(

±)

18'-1

1"(±

)

15'-0"

15'-0

"

50'-0

"

16'-0

"

7'-6"

5'-1"

E

EE

EE

EE

EE

E

167'

-8"(

±)

15'-0"

15'-0"

PROP. VENTw/PARK BENCH

143'

-1"

9'-9"

16'-0"

7'-6"

PROPOSED TUNNEL ACCESSHATCH. SEE SHT. S7.PLACE IN SAME LOCATION ASEXISTING HATCH.BASIS OF DESIGN BILCO J-1H20STAINLESS STEEL WITHCYLINDER LOCK

5'-312"

E

EE

E

E

E

EE

20'-0"(±)

70'-7

"(±

)

15'-0"

11'-312"

5'-1

"

17'-2

"(±

)

12'-10"(±)


37'-5

1 2"

7'-6"

16'-0

"


8" :1'-0"


8" :1'-0"


8" :1'-0"

M.U. CENTRAL QUAD VICINITY MAP


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B. SEE

DETAIL

ON S

HT. S

6

APPROACH SLAB. S

EE

DETAIL ON S

HT. S6

BIKE PAD

TUNNEL TO MacCRAKEN HALL

SCOTT HALL

PATIO

"B"

M

ATC

H L

INE

"

B"

"D"

M

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"

D"

"E" MATCH LINE "E"

"E" MATCH LINE "E"

"F" MATCH LINE "F"

"F" MATCH LINE "F"

"C"

M

ATC

H L

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"

C" E

ND

WO

RK

END WORK

APPOACH SLAB. SEE

DETAIL ON SHT. S6

APPOACH SLAB.

SEE DETAIL ON

SHT. S6

APPROACH SLAB. SEEDETAIL ON SHT. S6

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CONTRACTOR TO REMOVE AND DISPOSE OFPAVERS. DIAGONAL SIDEWALK TO BEINSTALLED IN LINE WITH MACCRACKEN HALLDIAGONAL SIDEWALK. INSTALL ANGLEALONG ENTIRE LENGTH OF BOTH WALLS.SEE APPROACH SLAB DETAIL ON SHT. S8.

PAVERS FOR PIKE PAD TO BEREMOVED FROM SITE BYCONTRACTOR. NEW BIKE PADTO BE CONSTRUCTED PERDETAIL ON SHT. S8.

APPROACHSLAB

DETAIL 2S7

APPOACH SLAB.SEE DETAIL ONSHT. S6

6' RAD.(TYP.)


HEIGHT OF LIGHT POLE CONCRETE BASESMUST BE INCREASED AND ALL EXISTINGWIRING EXTENDING FROM POLE TO POLEMUST BE REMOVED AND NEW WIRINGINSTALLED IN THE EXISTING CONDUITS.TYPICAL FOR ALL LIGHT POLES ADJACENTTO TUNNEL IN THIS PROJECT. SEE LIGHTPOLE BASE EXTENSION DETAIL ON SHT. S7.



N.T.S.

EXIST. VENT (TYP.)

DETAIL2S7

EXIST. BIKE PADTO BE REMOVED



E

E E E E E E

E E E E

E

EE

EEEEEEE

E

E

EE

T

E

E

4'-0"(±)18

'-11"

(±)

213'-1012"(±)

11'-0

"(±

)

50'-0

"


68'-5"

3'-8"

15'-0

"

T

EE E E E E E E E E E E

E

E

E E E E E E E

E

234'-10"(±)

15'-0

"


26'-0"

PROPOSED TUNNEL ACCESSHATCH. SEE SHT. S7.PLACE IN SAME LOCATION ASEXISTING HATCH.BASES OF DESIGN BILCO J-1H20STAINLESS STEEL WITHCYLINDER LOCK

E

E

E

E

11'-0

"(±

)

8'-4"(±)

38'-9"(±)


8'-4"


8" :1'-0"


8" :1'-0"

TUNNEL TOP REPLACEMENT PLANM.U. CENTRAL QUAD VICINITY MAP


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APPROAC

H SLAB.

SEE DETAIL O

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SID

EW

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SID

EW

ALK

MATCH LINE "G"

"D"

M

ATC

H L

INE

"

D"

"H"

M

ATC

H L

INE

"

H"

"H"

M

ATC

H L

INE

"

H"

"I"

MA

TCH

LIN

E

"I"

"I"

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"I"

"J" MATCH LINE "J"

"K"

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"K"

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CONTRACTOR TO REMOVECHAIN AND POST RAILINGSALONG NORTH-SOUTH TUNNELAND GIVE MATERIALS TO MIAMI

CONTRACTOR TO REMOVE ANDREPLACE CHAIN AND POSTRAILINGS ALONG EAST-WESTSIDEWALK BETWEEN RICHARDAND HAMILTON HALLS.

PAVERS UNDER BENCH TO BE REMOVED FROM SITE.BENCHES WILL BE REMOVED AND STORED BYCONTRACTOR. WHEN CONSTRUCTION IS COMPLETEBENCHES WILL BE REINSTALLED BY CONTRACTOR ONTOP OF VENT CHAMBER WALLS WITH EXPANSION BOLTS.

10 POSTS

6 POSTS 10 POSTS

6' RAD.(TYP.)

6' RAD.(TYP.)

6' RAD.(TYP.)

6' RAD.(TYP.)

6' RAD.(TYP.)

CONTRACTOR TO REMOVE AND DISPOSE OFPAVERS. DIAGONAL SIDEWALK TO BEINSTALLED IN LINE WITH MACCRACKEN HALLDIAGONAL SIDEWALK. INSTALL ANGLEALONG ENTIRE LENGTH OF BOTH WALLS.SEE APPROACH SLAB DETAIL ON SHT. S7.

HEIGHT OF LIGHT POLE CONCRETE BASESMUST BE INCREASED AND ALL EXISTINGWIRING EXTENDING FROM POLE TO POLEMUST BE REMOVED AND NEW WIRINGINSTALLED IN THE EXISTING CONDUITS.TYPICAL FOR ALL LIGHT POLES ADJACENTTO TUNNEL IN THIS PROJECT. SEE LIGHTPOLE BASE EXTENSION DETAIL ON SHT. S6.

18" :1'-0"

N.T.S.

PROP. STM.

PROP. STM. PROP. STM.

PROP. CB

PROP. CB

PROP. CB

PROP. CB

EXIST. VENT (TYP.)

E E E E

EEEE

11'-0

"(±

)

33'-8

"(±

)

15'-0"


3'-8"

E

E

E

E

11'-0

"(±

)

8'-4"(±)

15'-0"


8'-4"

17'-10"

TUNNEL TOP REPLACEMENT PLAN TUNNEL TOP REPLACEMENT PLAN1

8" :1'-0"

RICHARD HALLHAMILTON HALL


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APPROACH SLAB.SEE DETAIL ONSHT. S6

18" :1'-0"

"G" MATCH LINE "G" "J" MATCH LINE "J"

"K"

M

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"K"

END WORK

END WORK


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DETAIL 2S7

DETAIL 2S7

6' RAD.(TYP.)

6' RAD.(TYP.)

HEIGHT OF LIGHT POLE CONCRETEBASES MUST BE INCREASED AND ALLEXISTING WIRING EXTENDING FROMPOLE TO POLE MUST BE REMOVEDAND NEW WIRING INSTALLED INEXISTING CONDUITS. TYPICAL FOR ALLLIGHT POLES ADJACENT TO TUNNEL INTHIS PROJECT. SEE LIGHT POLE BASEEXTENSION DETAIL ON SHT. S7.

M.U. CENTRAL QUAD VICINITY MAPN.T.S.

PROP. STM.

PR

OP

. STM

.

PROP. STM.

PROP. CB

PROP. CB

PROP. CB

EXIST. VENT (TYP.)

E

E

E

E

E

E

E

E

E

E

E

E

T

T

T

T

E

E

E

E

E

E

E

E

EE

E

T

T

T

205'-0"(±)

8'-4"(±) 15'-0"

PROP. VENT

w/PARK BENCH

27'-11"


8" :1'-0"

HAMILTON HALL



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CONTRACTOR TO INFORM MIAMI PERSONNELWHAT LANDSCAPING NEEDS TO BE REMOVEDFOR CONSTRUCTION. MIAMI PERSONNELWILL REMOVE LANDSCAPING THAT CAN BESALVAGED. CONTRACTOR TO REMOVE ANDDISPOSE OF REMAINING LANDSCAPING.

PAVERS UNDER BENCH TO BE REMOVED FROM SITE.

BENCHES WILL BE REMOVED AND STORED BY

CONTRACTOR. WHEN CONSTRUCTION IS COMPLETE

BENCHES WILL BE REINSTALLED BY CONTRACTOR ON

TOP OF VENT CHAMBER WALLS WITH EXPANSION JOINTS

DETAIL 2S7

HEIGHT OF LIGHT POLE CONCRETE BASESMUST BE INCREASED AND ALL EXISTINGWIRING EXTENDING FROM POLE TO POLETYP. FOR ALL LIGHT POLES MUST BEREMOVED AND NEW WIRING INSTALLED INEXISTING CONDUITS ADJACENT TO TUNNELIN THIS PROJECT. SEE LIGHT POLE BASEEXTENSION DETAIL ON SHT. S7.

N.T.S.

PROP. CB

EXIST. VENT (TYP.)

9'-6"

1'-2" 8" 5'-10" 8" 1'-2"

6" 8"4"

EXIST. GRADE EXIST. GRADE

PROP. GRADE

4" CONC. SIDEWALKW/NYLON FIBERS(1#/CU. YD.)

9'-6"NORMAL CROWN

61 2"

ODOT ITEM 518POROUS BACKFILLWRAPPED IN FILTERFABRIC TYPE A

NOTE:CONTRACTOR MUST SHOREEXISTING TUNNEL WALLS ASNEEDED TO SUPPORT HORIZONTALEARTH PRESSURE & PIPE LOADSDURING CONSTRUCTION.

CONTRACTOR MUST TEMPORARILYSUPPORT ALL CONDUITS, PIPES,ETC. CONNECTED TO THE EXISTINGTUNNEL TOP DURINGCONSTRUCTION. SEE CONDUITSUPPORT PLAN ON SHEETS ER-1THROUGH ER-5

12" DRAINAGE BOARD

(MUST SUPPORT A 20,000LB. WHEEL LOAD)

EXIST.REINFORCINGTO REMAIN




EXISTING WALLTO REMAIN (TYP.)

9"

316"/FT. 3

16"/FT.

C.I.P. SLAB OFVARYINGTHICKNESS

6"6"

#4 @ 1'-6"

#6 @ 9" 112" CLR.

112" CLR.

#4 @ 9"

EXISTING TUNNEL WALLS

BOTTOM OF EXIST. &PROP SLAB U.N.O.

EXISTING PIPING

CAST-IN-PLACECONCRETE APPROACHSLAB ON GRADE

PROP. 4" SIDEWALK

PROP. CAST-IN-PLACESTRUCTURAL SLAB OFVARYING THICKNESS

PROP. DRAINAGEBOARD

EXIST.REINFORCING TOREMAIN (TYP.)

TEMPORARY SHORINGBY CONTRACTOR E

XIS

TIN

G C

LEA

RA

NC

E(6

'-0" M

INIM

UM

)

EXISTING GRADE

15'-0"

6"

#4 @ 12"

#5 @ 6"

L 4x4x38" HOT DIPPED GALVANIZED

3/8"Ø HILTI HIT KWIK BOLT 3GALVANIZED EXPANSIONBOLT @ 2'-0"4" EMBEDMENT

PROP. GRADE

EXIST. SLABON GRADE

SAWCUT

12" PEJF

2" C

LR.

13 4" C

LR.

5'-2" 4'-3" 23'-0" 4'-7"

0" C

LR.

11 2" C

LR.

EX. TOP/SIDEWALK

TOP OF EXIST. TUNNEL

6'-0" SIDEWALK & CURBREMOVE TOP 2" OF TUNNEL WALLS

22'-1" (±)

4'-0" SLOPE SAMEAS EXISTING

GRATE

ROADWAY

4'-0"CHANGE FROM NO CROSS SLOPE TONORMAL CROWN SHOWN IN "CAST-IN-PLACESLAB TUNNEL SECTION" ON THIS SHEET.

DESIGNATES EXISTINGPIPE OR CONDUIT

T/WALL = -2"T/WALL = 0"

REMOVE 2" OF TOP/WALL AT LEFT END TO 0" AT RIGHT ENDINSTALL TOP OF SLABSLOPE SAME AS EXISTING

1'-112" @ C

OF TUNNELL

PROP. 4" TOP SLAB

PROP. STRUCTURAL SLAB

12" DRAINAGE BOARD

PROP. EXP. JOINT. SEE TYP. EXP. JOINTDETAIL TO BE USED IN TUNNEL TOP SLAB

EXIST. EXP. JOINT6" OF THICKNESS OFEXIST. TUNNEL SLAB

8" PROP. SLAB

1'-112" @ C

OF TUNNEL

EXIST. T/WALK &TUNNEL

WEST BREEZEWAYPAVERS

MEET EXIST.

T/SIDEWALK TO MEETT/STONE (TYP.)

L 1'-112" @ C

OF TUNNELL

W8x10*W8x10*

REMOVE & REPLACE STONE BORDER. EMBEDSTONE PAVERS INTO CONCRETE (TUNNEL TOPCONCRETE IF NECESSARY). SEVERAL BRICKS INCOLUMN MAY NEED TO BE REMOVED & REPLACED

12" DRAINAGE BOARD

*ANGLES w/(2) 3 8"ØHILTI HIT KWIK BOLTS.GALVANIZED EXPANSIONBOLT w/4" EMBEDMENT

1'-6"T/SIDEWALKSTRAIGHT

(NO CROWN)

10'-6"4'-0"

NORMAL CROWN

DETAIL 1S6

EPOXY COATED 42#MESH. PLACE ON CHAIRSSPACED @ 2'-0" O.C.

112"

REMOVE EXIST. CONC.BEAMS FLUSH W/ WALLS.GRIND CONC. SURFACESMOOTH BEHIND ANGLES.

EXIST. &RESET PAVERS

EXIST. & PROP.MORTAR BED

T/EXIST. & RESET STONEAT SAME ELEVATION (TYP.)


(NO CROWN)

10'-6" 4'-0"

NORMAL CROWN

EXIST. T/WALK& TUNNELDETAIL 1

S6

#6 @ 9"LIMITS OF 6" SLAB THICKNESS

#4 @ 1'-6"6" PROP.SLAB THICKNESSUNDER BREEZEWAY 11 2"

CLR

.

L 4x4x38" ANGLE MUST

SUPPORT ENTIRE EDGEOF APPROACH SLAB.

DRAINAGEBOARD TAPE

21 2"

EAST BREEZEWAYPAVERS


(NO CROWN)

1'-112" @ C

OF TUNNEL

EXIST. T/WALK &TUNNEL

L

112"

EPOXY COATED 42#MESH. PLACE ON CHAIRS

SPACED @ 2'-0" O.C.

1'-0"#6 @ 8"

1'-434"

#6 @ 5"1'-73

4"#6 @ 5"

DETAIL1S6

DETAIL2S6

EXIST. TUNNEL TOP TO REMAIN

10'-6" 4'-0"

NORMAL CROWN

112"

EXIST. &RESET PAVERS

EXIST. & PROP.MORTAR BED

T/EXIST. & RESET STONEAT SAME ELEVATION (TYP.)

#6 @ 9"LIMITS OF 6" SLAB THICKNESS

#4 @ 1'-6"6" PROP.SLAB THICKNESSUNDER BREEZEWAY11 2"

CLR

.

REMOVE & REPLACE STONE BORDER. EMBEDSTONE PAVERS INTO CONCRETE (TUNNEL TOPCONCRETE IF NECESSARY). SEVERAL BRICKS INCOLUMN MAY NEED TO BE REMOVED & REPLACED

T/SIDEWALK TO MEETT/STONE (TYP.)

TOOLED JOINTSPA. @ 4'-9"(±)

LIGHT BROOMFINISH SEE SPECS.

E.J.E.J.

T/EXIST. WALK& TUNNEL

TOP OF PROPOSED4" WALK

EXISTING STAIRS TOSCOTT HALL PATIORICHARD HALLHAMILTON HALLSUNDIAL

1'-112" @ C

OF TUNNELL

VARIES1

2" DRAINAGE BAORD

MEETT/TREAD


(NO CROWN)

10'-6"4'-0"

NORMAL CROWN

DETAIL 2S6

EPOXY COATED 42#MESH. PLACE ON CHAIRSSPACED @ 2'-0" O.C.

112"

EXISTING TUNNEL SECTIONSCALE: 1/2" = 1'-0"


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S6CAST-IN-PLACE SLAB TYP. TUNNEL SECTIONSCALE: 1/2" = 1'-0"

CAST-IN-PLACE SLAB W/ APPROACH SLABSCALE: 3/8" = 1'-0"

SECTIONSCALE: 3 4" = 1'-0"

2S1

ROADWAY SECTIONSCALE: 3 8" = 1'-0"

1S1

SECTIONSCALE: 3 4" = 1'-0"

3S1

DETAILSCALE: 12" = 1'-0"

SPACING (TOP SLAB)SCALE: 12" = 1'-0"

TYP. TOOLED JOINT

* DENOTES HOTDIPPED GALVANIZED

SCALE: 3 4" = 1'-0"

CONNECTION TO EXISTING STEPSTYP. PROPOSED TUNNEL

PROP. CONC. SLAB

EXIST. TUNNEL WALL

1'-8"

1'-0

"

1'-8"

TRANSVERSE REBAR (#6) ONBOTTOM TO BE PLACED AT @ 4"

EXIST. TUNNEL WALL

PROP. CONC. SLAB

1'-0

"

TOP STEEL NOT SHOWN

#4@1'-6" O.C.

1'-8"#6@4" O.C.

SEE CAST-IN PLACE SLAB TYP. TUNNELSECTION DETAIL ON SHT. S6 FORREINFORCING NOT SHOWN

2'-0" x 2'-0" HATCH. SEETYPICAL HATCH FRAMEDETAIL THIS SHT.

1'-0

"

112" CLR.11

2" CLR. EXISTING WALLTO REMAIN (TYP.)

#6 @ 6" O.C. ENDSHOOKED OUTSIDE BARSSTRAIGHT INSIDE BARSBENT (TYP. EACH SIDE) #6 @ 6" O.C.

(TYP. EACH SIDE)

#4 EQUALLY SPACED(TYP. EACH SIDE)



2'-0

"

1'-2" 8" 5'-10" 8" 1'-2"

9'-6"

(7) #6 @ 6" O.C. BOTTOM. LAP2'-6" WITH #4 BARS INADJACENT SECTIONS OF SLAB.

(4) #6 @ 6" O.C. TOP & BOTTOM.TOP BAR w/ 180° HOOK

(4) #6 @ 6" O.C. TOP & BOTTOM.TOP BAR w/ 180° HOOK.

(7) #6 @ 6" O.C. BOTTOM. LAP2'-6" WITH #4 BARS INADJACENT SECTIONS OF SLAB.

EXIST. TUNNEL WALLTO REMAIN (TYP.)

15" THICK SLABAROUND HATCH

6'-0

"

2'-0

"2'

-0"

PROP. 2'-0"x2'-0" HATCH

1'-11" 2'-0" 1'-11"

ONLY #6 BARS SHOWN FORCLARITY. SEE SECTION J ON C3 FOR

OTHER REINFORCING STEEL.

GRATING TYPE:BEARING BARS AND CROSS BARS SHALL BE OFWELDED, QUALITY MILD CARBON STEELCONFORMING TO ASTM A569. SIZE OFBEARING BARS TO BE 2" DEEP BY 14" WIDESPACED AT 12" ON CENTER. CROSS BARSSHALL BE MANUFACTURER'S RECOMMENDEDCONFIGURATION 4" MAXIMUM ON CENTER.CONFORM TO ADA STANDARDS (MAX. 14"SPACE). PROVIDE SERRATED BEARING BARS,BAND EDGES, HOT DIPPED GALVANIZED AFTERFABRICATION.

BASIS OF DESIGN McNICHOLS 8PT4 2x14 GALV.

SEPARATED GRATING. HS 20 DESIGN LOADING(SUBMIT SUBSTITUTIONS FOR APPROVAL)

312x21

2x12" SLV GALVANIZED

CARBON STEEL ANGLEEMBEDDED IN CONCRETE FORGRATING FRAMEWITH ANCHORS WELDEDON 24" CTRS.

BANDED GRATING, TACKWELDED TO FRAMEVENT CHAMBER TOP

TYPICAL GRATING FRAME DETAILN.T.S.

2" STUD

10"10" C PIPEL C PIPEL

GRATING NOT SHOWN

PROP. CONC. SLAB

EXIST. TUNNEL WALL

81 2"31 2"

2'-0

"31 2"

81 2"

4'-0

"

812" 31

2" 5'-0" 312" 81

2"

7'-0"

6" PVC TO DRAIN. SEE PROP. VENTSON SHT. S1-S5 TO DETERMINE WHICHWALL THE PIPE IS LOCATED IN.

3"C

LR.

1'-2" 812" 31

2"

2'-8

"E

XC

EP

T TH

E C

HA

MB

ER

S @

CE

NTE

R D

R. A

ND

BE

TWE

EN

Mac

CR

AK

EN

& R

ICH

AR

D H

ALL

SS

HO

ULD

BE

2'-3

"

8"12" PVC PIPE

BOTT/HOLEFOR PIPE

CUT A 1'-6"x1'-6" HOLE IN EXIST.TUNNEL WALL FOR EACH PIPE.PLACE CONC. AROUND PIPEMONOLITHIC WITH TUNNELSTRUCTURAL SLAB.

STRUCTURAL SLAB

IF HOLES FOR PIPES ARE LOCATED 1'-0"OR LESS FROM EXIST. PIPE SUPPORTSIN TUNNEL NOTIFY ENGINEER SOLOCATION OF VENT CHAMBER CAN BEADJUSTED

EXIST. TUNNELWALL

L312x21

2x12 SLV

2" CLR.(TYP.)U.N.O.

#4 "U" BARS@ 1'-6"

(12) #4 BARSSPACED ASSHOWN

4" TOP SLAB12" DRAINAGE BOARD

McNICHOLS 8PT4 2"x14"

GALV. SEPARATEDGRATING OR EQUAL

6" PVC PIPE

EQ. EQ.

12"

12" PREFOREMED EXPANSION JOINT

FILLER FLUSH W/ TOP/SLAB

NOTE:INSTALL JOINTS INLINE w/EXIST WALLEXPANSION JOINTS

PVC WATERSTOP

CUT DRAINAGE BOARD AT JOINTS. PLACE TAPE ONTOP OF FABRIC TO PREVENT CONCRETEINTRUSION. CONNECT BOARD TO BOTTOM CONC.SLAB AND CONNECT BOTTOM OF BOARDSTOGETHER PER MFG RECOMMENDATIONS.

TOP EDGE


FILLER FLUSH W/ TOP/SLAB12"



NOTE:INSTALL JOINTS INLINE w/EXIST WALLEXPANSION JOINTS

PVC WATERSTOP

CUT DRAINAGE BOARD AT JOINTS. PLACE TAPE ONTOP OF FABRIC TO PREVENT CONCRETEINTRUSION. CONNECT BOARD TO BOTTOM CONC.SLAB AND CONNECT BOTTOM OF BOARDSTOGETHER PER MFG RECOMMENDATIONS.

TOP EDGE



EXISTING CONC.NEW CONC.

HYDROTITE CJ-0725-3K-ADHOR CJ-0725-3K OR EQUALEXPANDABLE WATERSTOP

SIKA FLEX 2C ORAPPROVED EQUAL (ONLYAT CENTER DRIVE)(TRIM FLUSH WITHCONCRETE SURFACE)

BACKER ROD

12" DRAINAGE BOARD

TOP SLAB NOT REQUIREDAT CENTER DRIVE CURB

T/CURB @ CENTER DRIVET/PATIO @ SCOTT HALLT/MACCRACKEN TUNNELT/EAST BREEZEWAY TUNNELT/RICHARD HALL STEPST/HAMILTON HALL STEPST/SUNDIAL STEPS

12" PREFORMED

EXPANSION JOINT FILLER

EXIST. GRADE

ELECTRIC CONDUITNOT SHOWN

8" CONCRETEBASE EXTENSION

1'-3" E.W.

EXIST. A.B. (4 TOTAL)

THREADED ROD

BOLT COUPLER

34" BEVEL

T/PROP GROUND

4" MIN.


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S7

SECTION1

2" = 1'-0"BS7

BS7

HATCH PLANSCALE: 1/2" = 1'-0"

2S7

SCALE: 14" = 1'-0"

TYP. TUNNEL INTERSECTION DETAIL

SECTION 2SCALE: 14" = 1'-0"

VENT CHAMBER PLANSCALE: 3/4" = 1'-0"

A

A

SECTION A-ASCALE: 3/4" = 1'-0"

DETAILSCALE: 12" = 1'-0"

2S1&S2,S5-S6

TYP. TUNNEL TOP

SCALE: 112" = 1'-0"

LIGHT POLE BASE EXTENSION DETAILN.T.S.

1. REMOVE LIGHT POLE & FIXTURE AND STORE. IFPOLES AND/OR FIXTURES ARE DAMAGED THEYMUST BE REPAIRED AT CONTRACTOR'S EXPENSE.

2. EXTEND ANCHOR BOLTS & CONDUITS.3. FRAME EXIST. BOX TO PLACE CONC. BASE

EXTENSION IN EXIST. CONDUITS4. CAST CONC. BASE EXTENSION5. REMOVE EXIST. ELECTRIC WIRE & REPLACE6. REINSTALL LIGHT POLE & BASE

EXPANSION JOINT DETAIL 1S1-S6

HYDROTITE CJ-0725-3K-ADHOR CJ-0725-3K OR EQUALEXPANDABLE WATER STOP. WRAPAROUND ENTIRE PERIMETER OF PIPE

(CORNER DETAIL SIMILAR)

CONSTRUCTION ACCESS/SIDEWALK REPLACEMENT1" :20-0"

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TYPICAL SIDEWALK DETAIL TYPICAL BIKE PAD

REMOVE AND REPLACE SIDEWALKFROM OAK STREET TO 20'-0" EAST OFTHE TUNNEL WHEN CONSTRUCTIONIS COMPLETE. SEE TYP. SIDEWALKDETAIL THIS SHEET.

TUNNEL

OAK STREET

10'-0"

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HANDICAP RAMP. SEE DETAIL THIS SHEET.

NOTES

SURFACE TEXTURE:TEXTURE OF CONCRETE SURFACES SHALL BE OBTAINED BY COARSE BROOMING TRANSVERSE TO THE RAMP SLOPES ANDSHALL BE ROUGHER THAN ADJACENT WALK.

TRUNCATED DOMES: (COLOR: RED)INSTALL DETECTABLE WARNINGS (TRUNCATED DOMES) FOR A DISTANCE OF 24" FROM THE BACK OF THE CURB FOR THEENTIRE WIDTH OF THE RAMP OPENING AS SHOWN ON DETAILS ON THIS SHEET.

RECONSTRUCT IF REQUIRED DUETO CONSTRUCTION WORK TONEAREST JOINT

RECONSTRUCT IF REQUIRED DUETO CONSTRUCTION WORK TONEAREST JOINT

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STRUCTURAL GENERAL NOTES

GOVERNING BUILDING CODE: 2007 OHIO BASIC BUILDING CODE

DESIGN LOAD

TUNNEL TOP LIVE LOAD:MAX. POINT LOAD = 15.5 KIPSMAX. AXLE LOAD = 31 KIPS

CONCRETE

ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST SPECIFICATIONS OFTHE AMERICAN CONCRETE INSTITUTE AND THE CONCRETE REINFORCING STEELINSTITUTE.

CONCRETE: USE 4000 PSI WITH AIR ENTRAINMENT & 1lb CUBIC YARD OF NYLON FIBERSFOR TUNNEL TOP SLAB. USE 6000 PSI WITH AIR ENTRAINMENT FOR BOTTOM SLAB & 400PSI WITH AIR ENTRAINMENT AND NO NYLON FIBERS FOR SLAB ON GRADE ANDAPPROACH SLAB

ALL CONCRETE EXPOSED TO WEATHER SHALL HAVE A LIGHT BROOM FINISH.

XYPEX OR BARRIER 1 ADMIXTURE OR EQUAL MUST BE MIXED WITH CONCRETEACCORDING TO MFG. SPECS. IN ORDER TO WATERPROOF CONCRETE.

REINFORCING STEEL : ASTM A615 OR A616, GRADE 60 (EPOXY COATED). MINIMUM LAPLENGTH - 48 DIAMETERS.

CONTRACTOR MUST COORDINATE ALL MATERIAL TESTING WITH THELEN ASSOCIATES.

MATERIAL TESTING WILL BE PAID FOR BY MIAMI UNIVERSITY.

MECHANICAL

1. THE CONTRACTOR SHALL PROTECT EXISTING STRUCTURES AND MECHANICALUTILITIES DURING CONSTRUCTION. THIS INCLUDES PIPE, INSULATION AND PIPESUPPORTS.

2. THE TUNNELS HOUSE PIPES THAT RUN THE LENGTH OF THE TUNNELS AND ARESUPPORTED ON STEEL STRUCTURES BOLTED TO THE CONCRETE SIDE WALLSOF THE TUNNELS. THESE PIPE SYSTEMS INCLUDE STEAM, CONDENSATE ANDCHILLED WATER SUPPLY/RETURN.

3. PIPE: THE PRIMARY PIPING SYSTEMS IN THE TUNNELS ARE THERMAL SYSTEMSTHAT EXPAND AND CONTRACT FROM THEIR INSTALLED POSITIONS, CAUSINGSIGNIFICANT FORCES AND MOMENTS WITHIN THE SYSTEM. THE STEAM ANDCONDENSATE PIPING ARE INSTALLED WITH ANCHORS, GUIDES AND ROLLERSTO DIRECT EXPANSION INTO EXPANSION JOINTS. THE CHILLED WATER SUPPLYAND RETURN PIPES ARE INSTALLED WITH ANCHORS AND ROLLERS TO PERMITGROWTH. THE CONTRACTOR SHALL NOT RELEASE ANY ANCHORS ORSUPPORTS ON THERMAL LINES WITHOUT PREVIOUSLY OBTAINING PERMISSIONFROM THE OWNER, AND ENSURING THE SYSTEM IS OFF AND AT AMBIENTTEMPERATURE

4. INSULATION: SOME OF THE PIPE INSULATION IN THE TUNNEL AREA CONTAINSASBESTOS. THE CONTRACTOR IS CAUTIONED NOT TO PERFORM ANYACTIVITIES THAT WILL PUNCTURE THE INSULATION JACKET OR DISTURB THEINSTALLATION. IF INSULATION IS DISTURBED, THE CONTRACTOR SHALL NOTIFYTHE OWNER AND OBTAIN FROM THE OWNER DIRECTION REGARDINGABATEMENT, IF REQUIRED, PRIOR TO PROCEEDING. TYPICAL INSULATIONMATERIALS ARE AS FOLLOWS:a. STEAM PIPE HAS ASBESTOS INSULATION. TYPICALLY THIS IS COVERED WITH

2” THICK FIBERGLASS INSULATION AND ALL SERVICE JACKET, WITH LABELSSTATING, “INSULATION UNDER FIBERGLASS CONTAINS ASBESTOS'.

b. CONDENSATE PIPE TYPICALLY HAS ASBESTOS INSULATIONc. CHILLED WATER SUPPLY/RETURN HAS BLACK CELLULAR FOAM INSULATION.

GENERAL

DIMENSIONS SHOWN ARE FROM EXISTING PLAN AND SURVEY INFORMATION. ACTUALDIMENSIONS MAY VARY FROM THE PLANS. IT IS THE INTENT OF THESE PLANS THAT THEPROPOSED REPLACEMENT MATCH EXISTING CONDITIONS. THE CONTRACTOR SHALLVERIFY ALL PERTINENT DIMENSIONS BY CAREFUL FILED MEASUREMENTS IN ORDER TOSATISFY HIMSELF OF THE CORRECTNESS THEREOF.

IN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THECONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS OFTHE JOB SITE INCLUDING THE SAFETY OF ALL PERSONS AND PROPERTY DURINGPERFORMANCE OF THE WORK. THE REQUIREMENT WILL APPLY CONTINUOUSLY AND NOTBE LIMITED TO NORMAL WORKING HOURS.

ALL DIMENSIONS PERTAINING TO EXISTING CONSTRUCTION TO BE FIELD VERIFIEDBEFORE STARTING ANY WORK OR FABRICATION.

WHEN PROPRIETARY CONNECTION DEVICES ARE SPECIFIED, CONTRACTOR SHALL READ,UNDERSTAND AND FOLLOW MANUFACTURERS REQUIREMENTS FOR FASTENER TYPE,SIZE, GRADE, NUMBER OF FASTENERS, FINISH OF FASTENERS, CONNECTORINSTALLATION REQUIREMENTS, ETC.

ANY INFORMATION OR DATA ON THESE DRAWINGS IS NOT INTENDED TO BE SUITABLEFOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERS ON EXTENSIONSOF THE PROJECT OR FOR ANY USE ON ANY OTHER PROJECT. ANY REUSE WITHOUTWRITTEN VERIFICATION AND ADAPTATION BY THE ENGINEER FOR THE SPECIFIC PURPOSEINTENDED WILL BE AT THE USERS SOLE RISK AND WITHOUT LIABILITY OR LEGALEXPOSURE TO THE ENGINEER.

SCHEDULEONCE CONSTRUCTION BEGINS, IT MUST CONTINUE CONTINUOUSLY UNTILCOMPLETE. LONG DELAYS WILL NOT BE PERMITTED.

STORING OF CONSTRUCTION MATERIALSALL MATERIALS SHALL BE STORED WITHIN THE STAGING AND CONSTRUCTIONLIMITS. NO STORAGE OF THE MATERIALS WITHIN THE DRIP LINE OF TREES ISPERMITTED.

CONSTRUCTION LIMITSTHE CONTRACTOR MUST NOT DISTURB ANY AREAS OUTSIDE THE STAGING ANDCONSTRUCTION LIMITS. ANY DISTURBANCE TO AREAS OUTSIDE THESE LIMITSMUST BE APPROVED BY THE OWNER AND REPAIRED BY THE CONTRACTOR AT HISEXPENSE.

DELIVERIESALL DELIVERIES OF MATERIALS AND SUPPLIES MUST BE RECEIVED BY THECONTRACTOR AT THE JOB SITE. MIAMI UNIVERSITY PERSONNEL WILL NOTRECEIVE ANY SUCH ITEMS.

RESTROOM FACILITIESTO BE PROVIDED AND MAINTAINED BY THE CONTRACTOR.

CONSTRUCTION SITETHE GENERAL CONTRACTOR IS RESPONSIBLE FOR KEEPING THE SITE NEATTHROUGHOUT THE CONSTRUCTION PROCESS. ANY MUD, CONCRETE OR OTHERMATERIAL THAT DROPS ONTO UNIVERSITY SIDEWALKS, DRIVES, OR STREETSMUST BE CLEANED UP IMMEDIATELY UPON OCCURRENCE. REGULAR SWEEPINGOF NEARBY DRIVES OR STREETS USED BY THE CONTRACTOR SHALL BEREQUIRED AS DIRECTED BY THE ENGINEER, AS OFTEN AS DAILY.

WEED CONTROLCONTRACTOR MUST MOW THE GRASS & CUT THE WEEDS INSIDE THECONSTRUCTION FENCE AS OFTEN AS REQUIRED BY THE ENGINEER TO MAINTAINA NEAT APPEARANCE OF THE PROJECT SITE.

SALVAGE MATERIALSMATERIALS THAT ARE NOT IDENTIFIED TO BE RECYCLED OR DELIVERED TO THEUNIVERSITY ARE AT THE DISCRETION OF THE CONTRACTOR TO BE SALVAGED.NOTHING MAY BE SOLD OR BURNED ON SITE.

CONSTRUCTION SALVAGEWASTE WHICH IS GENERATED FROM NEW MATERIALS SHOULD BE COLLECTEDAND REUSED OR DISPOSED OF BY THE CONTRACTOR.

SAFETYALL OSHA GUIDELINES PERTINENT TO THE WORK REQUIRED FOR CONSTRUCTIONOF THIS PROJECT ARE TO BE FOLLOWED. SAFETY PROCEDURES SPECIFIC TOTHE UNIVERSITY ARE ALSO TO BE FOLLOWED. VIOLATIONS OF OSHA GUIDELINESOR UNIVERSITY SAFETY PROCEDURES ARE TO BE REPORTED TO THECONTRACTOR RESPONSIBLE FOR THE WORK IN VIOLATION. FURTHER, THIS ALLMAY BE PRESENTED IN AN INDEPENDENT MEETING ATTENDED BY ALLCONSTRUCTION PERSONNEL, SAFETY OFFICERS FROM EACH CONTRACTOR ANDTHE MIAMI SAFETY DIRECTOR.

TEMPORARY UTILITIESTHE CONTRACTOR MUST ARRANGE FOR THE INSTALLATION AND PAYMENT OF ALLTEMPORARY UTILITIES REQUIRED FOR THE PERFORMANCE OF THE WORK.

FENCE GATESEXCEPT DURING WORKING HOURS, GATES SHALL BE KEPT LOCKED BY THEGENERAL CONTRACTOR AT ALL TIMES. LOCKS AND KEYS WILL BE ISSUED BY THEUNIVERSITY; NO OTHER LOCKS SHALL BE USED ON A GATE OR ENTRANCE.

DRAINAGETHE CONTRACTOR SHALL PROVIDE TEMPORARY DRAINAGE TRENCHES, DRAINS,SUMPS, PUMPS OR OTHER ITEMS REQUIRED TO AFFORD SATISFACTORYWORKING CONDITIONS FOR THE EXECUTION AND COMPLETION OF THE WORK,AND TO PROTECT ALL WORK, LOTS, YARDS AND OPERATIONS OF THE UNIVERSITYFACILITIES OR ACTIVITIES. WATER SHALL BE DIVERTED TO OR SHALL BE PUMPEDINTO EXISTING SEWERS AND NOT ALLOWED TO RUN ONTO GROUND SURFACES.

PARKINGPER CURRENT MIAMI REGULATIONS

CAMPUS SERVICESCONTRACTOR'S PERSONNEL ARE RESTRICTED FROM USING OTHER BUILDINGSOR SPACES ON THE CAMPUS.

REPAIRS OF DAMAGED FACILITIESDAMAGE TO UTILITIES OR OTHER FACILITIES ON UNIVERSITY PROPERTY,RESULTING FROM HAULING, EXCAVATION, STORAGE OF MATERIALS, OR OTHERACTIVITIES IN CONNECTION WITH THE WORK, SHALL BE REPAIRED OR REPLACED,AT NO EXPENSE TO THE UNIVERSITY, BY THE CONTRACTOR CAUSING THEDAMAGE. REPAIRS SHALL BE MADE TO THE SATISFACTION OF THE UNIVERSITYENGINEER.

MAINTENANCE OF TRAFFIC FLOWTHE UNIVERSITY SAFETY AND SECURITY DEPARTMENT MUST BE NOTIFIED ATLEAST TWO WEEKS IN ADVANCE OF ANY ANTICIPATED WORK AFFECTING TRAFFICFLOW. TO ASSURE MAINTENANCE OF FLOW AND TO SAFEGUARD ALL PARTIESINVOLVED IN PLANNING TEMPORARY ROUTING, A FIELD INSPECTION SHOULD BEMADE JOINTLY BY THE ENGINEER, UNIVERSITY PERSONNEL, CONTRACTORSINVOLVED, AND CITY OF OXFORD OFFICIALS PRIOR TO PERFORMING ANY WORKWHICH WOULD INTERRUPT NORMAL TRAFFIC PATTERNS. IF IT IS EVIDENT THATTRAFFIC WILL BECOME HAZARDOUS OR RESTRICTED IN ANY MANNER,UNIFORMED SPECIAL DUTY POLICE OFFICERS MUST BE PROVIDED BY AND AT THECONTRACTOR'S EXPENSE.

MAINTENANCE OF PEDESTRIAN ACCESSSKETCHES AND SCHEDULE SHOWING TEMPORARY CONSTRUCTION FENCE, GATES,MATERIAL STORAGE, MATERIAL DELIVERIES, ETC. MUST BE SUBMITTED ANDAPPROVED BY THE UNIVERSITY BEFORE CONSTRUCTION BEGINS.

STORAGE AND PROTECTION(1) TEMPORARY STRUCTURE IS PERMITTED FOR THIS PROJECT. TEMPORARYSTRUCTURE TO BE USED AS FIELD OFFICE AND/OR TOOL STORAGE. STRUCTURE TO BELOCATED INSIDE THE FENCED AREA AS SHOWN ON THE KEY PLAN LOCATED ON THETITLE SHEET. NO STORAGE INSIDE UNIVERSITY STRUCTURES WILL BE PERMITTEDWITHOUT THE WRITTEN PERMISSION OF THE UNIVERSITY ENGINEER.

RECORD DRAWINGSTHE CONTRACTOR MUST KEEP ONE SET OF PRINTS IN HIS/HER OFFICE ON WHICHHE/SHE MUST MAKE ALL CHANGES TO THE PROJECT. THE CHANGES ON THESE PLANSSHALL BE KEPT CURRENT AS FIELD CHANGES OCCUR. PLANS WILL BE REVIEWED BYTHE UNIVERSITY'S REPRESENTATIVE PRIOR TO AUTHORIZING EACH PAYMENT TO THECONTRACTOR. PAYMENTS WILL BE WITHHELD UNTIL PLANS ARE UPDATED. AT THECOMPLETION OF THE PROJECT THIS SET SHALL BE GIVEN TO THE UNIVERSITY'SREPRESENTATIVE.

COORDINATION BETWEEN CONTRACTORSTHE CONTRACTOR SHALL COORDINATE HIS/HER WORK WITH OTHER CONTRACTORSWORKING ADJACENT TO THE PROJECT LIMITS. ALL IMPROVEMENTS COMPLETEDUNDER THIS CONTRACT SHALL MEET THE LINE AND GRADE OF OTHER WORK IN AMANNER ACCEPTABLE TO THE ENGINEER.

LANDSCAPINGALL LANDSCAPING DISTURBED BY CONTRACTOR MUST BE REPLACED AT NO COST TOTHE UNIVERSITY. SITE RESTORATION MUST CONFORM TO THE SITE RESTORATION OFLANDSCAPING SPECIFICATION.IN GENERAL, UNLESS SPECIFICALLY SET FORTH HEREIN, THE WORK AND MATERIALSSHALL CONFORM TO THE APPLICABLE DIVISIONS AND PARAGRAPHS OF THE JAN. 1,2010 EDITION OF THE:

STATE OF OHIO DEPARTMENT OF TRANSPORTATION CONSTRUCTION AND MATERIAL SPECIFICATIONS

MATERIALS AND SPECIFICATIONSUNLESS OTHERWISE SPECIFIED, ALL MATERIALS SHALL BE NEW AND BOTHWORKMANSHIP AND MATERIALS SHALL BE OF PREMIUM QUALITY, PROPER ANDSUFFICIENT FOR THE PURPOSE CONTEMPLATED. THE CONTRACTOR SHALL FURNISH, IFSO REQUIRED, SATISFACTORY EVIDENCE AS TO TYPE AND QUALITY OF MATERIALS ANDWORKMANSHIP.

ALL ITEMS OF EQUIPMENT AND/OR MATERIAL PROPOSED BY THE CONTRACTOR FORSUBSTITUTIONS MUST BE APPROVED BY THE ENGINEER IN WRITING AND SHALL BEEQUAL OR SUPERIOR TO THE ITEMS SPECIFIED IN THE CONTRACT DOCUMENTS. IF SAIDSUBSTITUTION PROPOSED BY THE CONTRACTOR FOR A SPECIFIED ITEM REQUIRESENGINEERING REVISIONS, THE TOTAL EXPENSE OF SAID REVISIONS SHALL BE PAID BYTHE CONTRACTOR.

PERMITSTHE CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL CHARGES AND FEES ASMAY BE NECESSARY AND REQUIRED.

RESPONSIBILITYIT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PERFORM HIS WORK INSUCH A MANNER AS NOT TO DAMAGE OR DESTROY ANY EXISTING FEATURES, (I.E.EXISTING INLETS, CONDUITS, ETC.) WHICH IS NOT MARKED FOR REPLACEMENT ORREMOVAL. IF ANY SUCH DAMAGE DOES OCCUR DUE TO THE OPERATIONS OF THECONTRACTOR, HE SHALL REPLACE THE DAMAGED PORTION AT HIS EXPENSE.

THE CONTRACTOR SHALL EXERCISE DUE CARE DURING CONSTRUCTION SO AS NOT TODESTROY ANY TREES, PLANTS, SHRUBS OR STRUCTURES OUTSIDE OF THE INDICATEDWORK LIMITS AND THOSE NOT SPECIFICALLY MARKED FOR REMOVAL OR RELOCATIONWITHIN THE WORK LIMITS.

IN SOME INSTANCES, THE CONTRACTOR MAY BE REQUIRED TO EXCAVATE UNDER ANDAROUND THE EXISTING UTILITIES. EXTREME CARE SHOULD BE USED NOT TO DAMAGETHE UTILITY DURING THIS OPERATION.

WATER POLLUTION, SOIL EROSION AND SILTATION CONTROLTHE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT UNNECESSARY EROSION,WATER POLLUTION AND SILTATION AT ALL POINTS OF THE PROJECT. TEMPORARYSEEDING AND MULCHING; STRAW BALES, SLOPE DRAINS, ETC., SHALL BE USED ASNECESSARY OR AS DIRECTED BY THE ENGINEER.

DUST SHALL BE KEPT TO A MINIMUM. COST OF EQUIPMENT AND MATERIALREQUIRED TO PERFORM THIS ITEM SHALL BE INCIDENTAL TO THE OVERALL BID PRICE.

CONSTRUCTION LAYOUT STAKESCONSTRUCTION STAKEOUT SHALL BE PROVIDED BY THE CONTRACTOR AS REQUIREDTO CONSTRUCT THE PROJECT IN ACCORDANCE WITH THE LINES AND GRADEESTABLISHED IN THE PLANS.

TEMPORARY SOIL EROSION, SEDIMENT, AND DUST CONTROLTHE CONTRACTOR SHALL TAKE EXTREME CARE TO PREVENT UNNECESSARY EROSIONAT ALL POINTS OF THE PROJECT. DUST SHALL BE KEPT TO A MINIMUM.

MOBILIZATION & FIELD OFFICESEE "STORAGE AND PROTECTION" NOTES UNDER GENERAL CONDITIONS

UTILITIESUTILITIES DATA IS BASED UPON INFORMATION PROVIDED BY THE UTILITYCOMPANIES AND HAS NOT BEEN VERIFIED BY THE ENGINEER. THE ENGINEERAND THE OWNER IS NOT RESPONSIBLE OR LIABLE FOR DATA SUPPLIED BYOTHERS.

UTILITIES NOT UNDERGROUND ARE NOT INCLUDED ON THE PLAN.

WITHIN 10 DAYS OF THE AWARD OF THE CONTRACT, THE OWNER SHALLNOTIFY ALL UTILITIES OF THE NAME, ADDRESS AND PHONE NUMBER OF THECONTRACTOR. THE CONTRACTOR SHALL NOTIFY THE REGISTEREDUNDERGROUND UTILITY PROTECTION SERVICE AND NON-MEMBER OWNERS ASWELL AS THE UNIVERSITY OF MIAMI PROJECT MANAGER, OF THE STARTING DATEAT LEAST TWO WORKING DAYS PRIOR TO STARTING WORK. THE UTILITY SHALLMARK, STAKE OR OTHERWISE DESIGNATE THE LOCATION OF THEUNDERGROUND FACILITIES WITHIN 48 HOURS OF RECEIVING THECONTRACTORS NOTICE OF A STARTING DATE. THE MARKING OR LOCATINGSHALL BE COORDINATED TO STAY APPROXIMATELY TWO DAYS AHEAD OF THEPLANNED CONSTRUCTION. UNIVERSITY PERSONNEL WILL MARK UNIVERSITYUTILITIES.

DURING CONSTRUCTION, THE CONTRACTOR SHALL REPORT IMMEDIATELY TOTHE OWNERS OF THE UNDERGROUND FACILITIES ANY BREAK OR LEAK IN THEFACILITIES, OR ANY DENT, GOUGE, GROOVE OR OTHER DAMAGE. THECONTRACTOR SHALL NOTIFY NEARBY OCCUPANTS OF ANY EMERGENCYSITUATION THAT MAY ARISE. THE CONTRACTOR SHALL BE RESPONSIBLE FORCOORDINATING ALL UTILITY ACTIVITIES AND SCHEDULES.

UTILITY OWNERSHIPTHE FOLLOWING UTILITIES AND OWNERS MAY BE LOCATED WITHIN THE WORKLIMITS OF THIS PROJECT:

GAS:GLENWOOD ENERGY OF OXFORD(FORMALLY OXFORD NATURAL GAS)5181 COLLEGE CORNER PIKEOXFORD, OHIO 45056(513) 523-2555

ELECTRIC:DUKE ENERGY139 EAST FOURTH STREET, P.O. BOX 960 ROOM 460-ACINCINNATI, OHIO 45202(513) 287-3131

WATER:CITY OF OXFORD101 E. HIGH ST.OXFORD, OHIO 45056

SANITARY SEWER:CITY OF OXFORD101 E. HIGH ST.OXFORD, OHIO 45056

STORM SEWER:CITY OF OXFORDSEWER 101 E. HIGH ST.OXFORD, OHIO 45056

TELEPHONE:CINCINNATI BELL TELEPHONE COMPANY201 EAST FOURTH STREET, M.L. 103-1175CINCINNATI, OHIO 45202(513) 565-7043

CABLE TVTIME WARNER CABLE11252 CORNELL PARK DRIVECINCINNATI, OH 45242(513) 489-5483

THE CONTRACTOR SHALL ALSO NOTIFY THE FOLLOWING:

UNIVERSITY PROJECT MANAGER:VINNY CIRRITO - (513) 529-7022

FOR EMERGENCIESMIAMI OPERATIONS CENTER - 529-6111 ANDMIAMI POLICE DEPARTMENT - 529-2222

DOWN TIME DUE TO FIELD CONFLICTSDURING THE CONSTRUCTION ACTIVITIES OF THIS PROJECT, THERE MAY BE TIMESWHEN THE CONSTRUCTION IN SOME AREAS MAY NEED TO BE SUSPENDEDPENDING RESPONSE FROM THE OWNER AND/ OR ENGINEER, OR RESOLUTION ONAN ISSUE . THE CONTRACTOR, IN THIS CASE SHALL MOVE THE CREWS ANDEQUIPMENT TO WORK IN A DIFFERENT AREA OR ON A DIFFERENT TASK. COST OFMOBILIZING AND DEMOBILIZING OF THE CONTRACTORS WORK CREWS ANDEQUIPMENT INCLUDING ANY " DOWNTIME" SHALL BE INCIDENTAL TO THEOVERALL BID PRICE FOR THIS PROJECT.

GENERALIN ACCORDANCE WITH THE GENERALLY ACCEPTED CONSTRUCTION PRACTICES,THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FORCONDITIONS AT THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS ANDPROPERTY DURING PERFORMANCE OF THE WORK. THE REQUIREMENT WILLAPPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

ANY INFORMATION OR DATA ON THESE DRAWINGS IS NOT INTENDED TO BESUITABLE FOR REUSE BY ANY PERSON, FIRM OR CORPORATION OR ANY OTHERSON EXTENSIONS OF THE PROJECT OR FOR ANY USE ON ANY OTHER PROJECT.ANY REUSE WITHOUT WRITTEN VERIFICATION AND ADAPTATION BY THE ENGINEERFOR THE SPECIFIC PURPOSE INTENDED WILL BE AT THE USERS SOLE RISK ANDWITHOUT LIABILITY OR LEGAL EXPOSURE TO THE ENGINEER.

GENERAL NOTESGENERAL CONDITIONS

NOTE:IN THE EVENT THE PLAN NOTES CONFLICT WITH THE PROJECTMANUAL, THE PROJECT MANUAL AND SPECIFICATIONS SHALLPREVAIL.

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'-11"

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8" :1'-0"


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8" :1'-0" M.U. CENTRAL QUAD VICINITY MAP1

8" :1'-0"

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'-8"(

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15'-0"

TUNNEL TOP LIGHTING PLAN TUNNEL TOP LIGHTING PLAN1

8" :1'-0"

RICHARD HALL

HAMILTON HALL


8" :1'-0"

PATIO

APPROACHSLAB

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76'-412"(±)

BEGIN WORK

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E E E E E E E E

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20'-0"(±)

4'-0"(±)

199'-2"(±)

8'-0

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41'-4"

REMOVING & REPLACING TUNNEL TOPSEE ITEM U-6 IN SECTION 01 22.00.

1.4 UNIT PRICE DESCRIPTIONS OF SPECS.

123'-0"

E

EE

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BEGIN WORK

15'-0

"

15'-0

" PROP. VENT w/PARK BENCHSEE ITEM U-3 IN SECTION 01 22.00.1.4 UNIT PRICE DESCRIPTIONS OF SPECS.

8'-0"

REMOVING & REPLACING TUNNEL TOPSEE ITEM U-6 IN SECTION 01 22.00.

1.4 UNIT PRICE DESCRIPTIONS OF SPECS.

~

PARTIAL UTILITY SHORING & REMOVAL PLAN1

8" :1'-0"


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RICHARD HALL

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REMOVE EXISTING LIGHT FIXTURES, CONDUIT& WIRING FROM TUNNEL CEILING. PREPARERECORD DOCUMENTS OF EXISTING POWERFEEDS, SWITCHING, ETC. TO FACILITATE THEINSTALLATION OF THE NEW LIGHTINGSYSTEMS.

(2) EXISTING DISCONNECT SWITCHESMOUNTED ON UNISTRUT FRAME/BRACKETSYSTEM. REMOVE ATTACHMENTS TO CEILING& SUPPORT TEMPORARILY, THEN RESECURETO CEILING AFTER NEW TOP IS INSTALLED.

EXISTING BOX REMAINS

EXISTING 1 14" CONDUIT & BOX SUPPORTEDFROM CEILING. REMOVE ATTACHMENTS,SUPPORT BOX & CONDUIT TEMPORARILYTHEN RESECURE AFTER NEW TOP ISINSTALLED.

CONDUITS & CABLES IN THIS AREA SUPPORTEDAT CEILING. REMOVE ATTACHMENTS, SUPPORTCONDUIT/CABLE TEMPORARILY THEN RESECURETHEM AFTER NEW TOP IS INSTALLED

EXISTING LIGHT FIXTURES & CONDUIT TOREMAIN IN THIS SECTION. THEY AREMOUNTED ON THE WALL

VARIOUS CONDUITS & CABLES ARE SUPPORTEDFROM THE CEILING IN THIS AREA. REMOVEDCEILING ATTACHMENTS, TEMPORARILY SUPPORTCABLES, THEN RE-ATTACH & SUPPORT CABLESAFTER NEW TOP IS INSTALLED

EXISTING TUNNEL VENT



8" :1'-0"


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EE

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137'

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167'

-8"(

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15'-0"

15'-0"


143'

-1"

9'-9"

16'-0"

7'-6"

PROPOSED TUNNEL ACCESHATCH. SEE SHT. S7.PLACE IN SAME LOCATIONEXISTING HATCH.BASIS OF DESIGN BILCO J-STAINLESS STEEL WITHCYLINDER LOCK

5'-312"

E

EE

E

E

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70'-7

"(±

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15'-0"

11'-312"

5'-1

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17'-2

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12'-10"(±)


37'-5

1 2"

7'-6"

16'-0

" 77'-0

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E-2R

EXISTING 1 14" CONDUIT SUPPORTED FROMCEILING ON HANGERS. REMOVE SUPPORTATTACHMENT TO CEILING, TEMPORARILYSUPPORT CONDUIT, RE-ATTACH HANGERSTO CEILING AFTER NEW TOP IS INSTALLED

VARIOUS CABLES ARE SUPPORTED FROM THECEILING IN THIS AREA. REMOVED CEILINGATTACHMENTS, TEMPORARILY SUPPORTCABLES, THEN RE-ATTACH & SUPPORTCABLES AFTER NEW TOP IS INSTALLED



EXISTING 4" CONDUIT SUPPORTED FROM CEILINGON CHANNEL/THREADED ROD HANGERS.REMOVE SUPPORT ATTACHMENT TO CEILING,TEMPORARILY SUPPORT CONDUIT, RE-ATTACHHANGERS TO CEILING AFTER NEW TOP ISINSTALLED.



REMOVE EXISTING LIGHT FIXTURES,CONDUIT & WIRING FROM TUNNELCEILING. PREPARE RECORD DOCUMENTSOF EXISTING POWER FEEDS, SWITCHING,ETC. TO FACILITATE THE INSTALLATIONOF THE NEW LIGHTING SYSTEMS.

VARIOUS CABLES ARE SUPPORTED FROM THECEILING IN THIS AREA. REMOVED CEILINGATTACHMENTS, TEMPORARILY SUPPORTCABLES, THEN RE-ATTACH & SUPPORTCABLES AFTER NEW TOP IS INSTALLED



EXISTING LADDER ACCESS



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15'-0

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EXISTING (3) 4" CONDUITS THRU TUNNEL.REMOVE CEILING ATTACHED THREADED RODSUPPORTS. NOT REQUIRED TO BE RE-INSTALLED

CONDUIT & CABLE SUPPORTED ATCEILING. REMOVE ATTACHMENTS,SUPPORT THEM TEMPORARILY THENRESECURE THEM AFTER NEW TOP ISINSTALLED

REMOVE EXISTING LIGHT FIXTURES, CONDUIT &WIRING FROM TUNNEL CEILING. PREPARE RECORDDOCUMENTS OF EXISTING POWER FEEDS,SWITCHING, ETC. TO FACILITATE THE INSTALLATIONOF THE NEW LIGHTING SYSTEMS.

EXISTING (3) 4" CONDUITS THRU TUNNEL.REMOVE CEILING ATTACHED THREADED RODSUPPORTS. NOT REQUIRED TO BE RE-INSTALLED

CONDUIT & CABLE SUPPORTED ATCEILING. REMOVE ATTACHMENTS,SUPPORT THEM TEMPORARILYTHEN RESECURE THEM AFTER NEWTOP IS INSTALLED

RICHARD HALL

HAMILTON HALL


CONDUIT SUPPORTED AT CEILING.REMOVE ATTACHMENTS, SUPPORTTHEM TEMPORARILY THENRESECURE THEM AFTER NEW TOPIS INSTALLED


HAMILTON HALL

CONDUITS & CABLES SUPPORTED ATCEILING. REMOVE ATTACHMENTS,SUPPORT THEM TEMPORARILY THENRESECURE THEM AFTER NEW TOP ISINSTALLED





8" :1'-0"


8" :1'-0"


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LADDER ACCESS

N.T.S.

E E E E

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11'-0

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33'-8

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15'-0"


3'-8"

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E

E

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11'-0

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8'-4"(±)

38'-9"(±)

15'-0"


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17'-10"


RICHARD HALLHAMILTON HALL



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E-4R

REMOVE EXISTING LIGHT FIXTURES,CONDUIT & WIRING FROM TUNNELCEILING. PREPARE RECORDDOCUMENTS OF EXISTING POWERFEEDS, SWITCHING, ETC. TOFACILITATE THE INSTALLATION OFTHE NEW LIGHTING SYSTEMS.

EXISTING (2) 2" CONDUITS ATTACHED TO CEILING &BOX REMOVE CEILING ATTACHMENTS, TEMPORARILYSUPPORT CONDUITS & BOX, RE-ATTACH CONDUIT TOCEILING SUPPORTS AFTER NEW TOP IS INSTALLED.

REMOVE & REWORK EXISTING 34" RIGID CONDUIT &

WIRING THAT IS PRESENTLY IN UPPER CORNER OFTUNNEL. REINSTALL TO BE LOCATED APPROX. 2" - 4"BELOW CEILING, ON WALL TO CLEAR NEW TUNNELTOP WORK, PROVIDE NEW MATERIALs AS REQUIREDTO ACCOMPLISH TASK.




8" :1'-0"


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N.T.S.

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8'-4"(±) 15'-0"

PROP. VENT

w/PARK BENCH

27'-11"

HAMILTON HALL



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E-5R

EXISTING PULL BOX

EXISTING PULL BOX

CONDUITS & PULL BOXES IN THIS AREASUPPORTED AT CEILING. REMOVEATTACHMENTS, SUPPORT CONDUIT/BOXESTEMPORARILY THEN RESECURE THEMAFTER NEW TOP IS INSTALLED.

EXISTING 114" CONDUIT

REMOVE EXISTING LIGHT FIXTURES, CONDUIT& WIRING FROM TUNNEL CEILING. PREPARERECORD DOCUMENTS OF EXISTING POWERFEEDS, SWITCHING, ETC. TO FACILITATE THEINSTALLATION OF THE NEW LIGHTING SYSTEMS

CONDUITS & CABLES SUPPORTED ATCEILING. REMOVE ATTACHMENTS,SUPPORT THEM TEMPORARILY THENRESECURE THEM AFTER NEW TOP ISINSTALLED

EXISTING 4" CONDUIT AT CEILING REQUIRESATTACHMENTS REMOVED TEMPORARILYSUPPORTED & RE-ATTACHED AFTER NEWTOP IS INSTALLED




8" :1'-0"N.T.S.

BUTLER COUNTY, OHIO CENTRAL QUAD TUNNEL TOP REPLACEMENT - Miami … Quad Tunne… · project...

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Transcript of BUTLER COUNTY, OHIO CENTRAL QUAD TUNNEL TOP REPLACEMENT - Miami … Quad Tunne… · project...