NORTH CAMPUS GARAGE AND MIAMI INNSURFACE PARKING LOT RENOVATIONS

ISSUED FOR BIDSJULY 1, 2016

DRAWING NO. TITLE

V-1.0 EXISTING CONDTIONS PLAN SITE SURVEY

C-1.0 STORMWATER POLLUTION PREVENTION PLAN

C-1.1 PARKING LOT SWPPP NOTES

C-1.2 PARKING LOT SWPPP DETAILS

C-2.0 PARKING LOT DEMOLITION PLAN

C-3.0 PARKING LOT MATERIALS LAYOUT PLAN

C-3.1 PARKING LOT MATERIAL LAYOUT ENLARGEMENTS

C-4.0 PARKING LOT GRADING AND DRAINAGE PLAN

C-4.1 GRADING ENLARGEMENTS

C-5.0 MIAMI INN PARKING LOT IMPROVEMENTS

C-6.0 SITE DETAILS

C-6.1 SITE DETAILS

E-1.0 ELECTRICAL SITE PLAN

E-2.0 ELECTRICAL DETAILS AND SCHEDULES

DRAWING INDEX: PROJECT LOCATION MAP:

MIAMI UNIVERSITYNORTH CAMPUSOXFORD, OH

NPROJECT LOCATION

APPROXIMATE LIMIT OF CAMPUS

ENGINEERINGBUILDING

N

APPROXIMATEPROJECT LOCATION

APPROXIMATE PROJECT AREA

CONSULTANTS:

SMITHGROUPJJR, INC.

201 DEPOT STREET, 2ND FLOOR

ANN ARBOR, MICHIGAN 48104

T. 734.662.4457

F. 734.662.7520

www.smithgroupjjr.com

CIVIL ENGINEER

PRATER ENGINEERING ASSOCIATES

6130 WILCOX ROAD

DUBLIN, OHIO 43016

T. 614.766.4896

F. 614.766.2354

www.praterengineering.com

ELECTRICAL ENGINEER

PEARSONHALL

PSYCHOLOGYBU8ILDING

BENTONHALL

NORTH CAMPUSGARAGE

MCKIE FIELDAT

HAYDEN PARK

SWINGHALL

UNIVERSITY ARCHIVESAND

WITHROW COURT

BENCHMARK

M-5

N=558687.872

E=1338487.915

Elev=878.35

NOTES

1. BASIS OF BEARING: OFFICIAL MIAMI MONUMENTS (#M-12 AND

#M-5).

2. NO TITLE EXAMINATION/REPORT PROVIDED TO DETERMINE ANY

ADDITIONAL EASEMENTS, RESTRICTIONS, COVENANTS,

CONDITIONS OR ENCUMBRANCES WHICH MAY AFFECT THE LANDS

HEREIN PLATTED.

3. SANITARY AND STORM LINE CONNECTION TO BUILDINGS AND

UTILITIES SHOWN PER PLAN (PP) ARE FROM PLANS PROVIDED BY

MIAMI UNIVERSITY. UTILITIES INDICATED AS (PP) MAY BE

ABANDONED, BUT STILL IN PLACE.

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

EXISTING CONDTIONS PLANSITE SURVEY

PROJECT NORTH

1" = 20'

V-1.0

Feet

0 20 40

LEGEND

876

876

877

878

876

875

875

875

876

87687

6

876

876

876

877

STORM SEWER INLET SILT SACK, TYP.

STORM SEWER INLET SILT SACK, TYP.

STORM SEWER INLETSILT SACK, TYP.

STORM SEWER INLETSILT SACK, TYP.

STORM SEWER INLETSILT SACK, TYP.

STORM SEWER INLETSILT SACK, TYP.

EROSION EELS, TYP.

EROSION EELS, TYP.

EROSION EELS, TYP.

CONCRETE WASTEMANAGEMENT

EROSION EELS, TYP.

EROSION EELS, TYP.

CONSTRUCTIONACCESS ROAD

STORM SEWER INLET SILT SACK, TYP.

SILT FENCE

LIMITS OF CONSTRUCTION

N. CAMPUS PARKING GARAGE

E. WITHROW ST.

25.00'

50.00

'

EXISTING PARKING GARAGE ENTRY DRIVE

EXISTING PARKING GARAGE EXIT DRIVE

8.00'

10.00'

LIMITS OF CONSTRUCTION

PROPOSED INDEX CONTOUR (TYP.)

PROPOSED CONTOUR (TYP.)

STORM SEWER INLET SILT SACK

SILT FENCE

CONSTRUCTION ACCESS ROAD

CONCRETE WASTE MANAGEMENT

EROSION EELS

SHEET NOTES

KEYED NOTES

1. SEE SHEETS C-1.1 AND C-1.2 FOR ADDITIONAL NOTES AND DETAILSRELATED TO EROSION CONTROL MEASURES DEPICTED ON THISDRAWING.

2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED PRIOR TOBEGINNING WORK.

3. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARYCLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, ANDAPPROVED BY OWNER.

4. SITE SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES,(MUTCD) LATEST EDITION.

870

870

S1C-1.2

S2C-1.2

S3C-1.2

S5C-1.2

S4C-1.2

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

STORMWATER POLLUTIONPREVENTION PLAN

PROJECT NORTH

1" = 20'

C-1.0

Feet

0 20 40

PROJECT NAME: NORTH CAMPUS GARAGE AND MIAMI INN SURFACE PARKING LOT RENOVATIONS

PROJECT ADDRESS: WITHROW STREET, OXFORD, OH, 45056

CONSTRUCTION SITE OPERATORS: WHITING TURNER

SWPPP AUTHOR:

NAME: JOE WYWROT

COMPANY: SMITHGROUPJJR

ADDRESS: 201 DEPOT STREET, SECOND FLOOR, ANN ARBOR, MI 48104

PHONE #: (734) 669-2679

ESTIMATED CONSTRUCTION START DATE: JULY, 2016

ESTIMATED CONSTRUCTION END DATE: AUGUST, 2016

PROJECT DESCRIPTION:

THE PROJECT CONSISTS OF RENOVATION OF A PORTION OF THE MIAMI UNIVERSITY CAMPUS WHICH IS

BOUNDED BY WITHROW STREET TO THE NORTH, THE WITHROW STREET PARKING STRUCTURE TO THE SOUTH,

THE PARKING STRUCTURE ENTRY DRIVE TO THE WEST, AND THE PARKING STRUCTURE EXIT DRIVE TO THE

EAST.

THE PROJECT INCLUDES A COMPLETE RENOVATION OF THE WITHROW STREET PARKING LOT AND A PARTIAL

RENOVATION OF THE MIAMI INN PARKING LOT.

THE IMPROVEMENTS WILL BE CONSTRUCTED WITHIN PROPERTY OWNED BY MIAMI UNIVERSITY.

TOTAL SITE AREA = 1.27 ACRE (55,485 SQUARE FEET)

TOTAL DISTURBED AREA = 1.22 ACRE (53,232 SQUARE FEET)

EXISTING IMPERVIOUSNESS = 46.1%

PROPOSED IMPERVIOUSNESS = 88.7%

EXISTING RUNOFF COEFFICIENT, C(EX) = 0.60

PROPOSED RUNOFF COEFFICIENT, C(PR) = 0.91

TWO SOIL TYPES EXIST ON THE SITE, RUSSELL-MIAMIAN SILTY LOAM AND RUSSEL-URBAN LAND COMPLEX PER

THE USDA SOIL SURVEY FOR BUTLER COUNTY, OHIO

RUNOFF FROM THE PROJECT SITE WILL DISCHARGE TO THE MIAMI UNIVERSITY STORM SEWER SYSTEM.

SEQUENCE OF CONSTRUCTION:

1. OBTAIN ALL REQUIRED PERMITS.

2. INSTALL SILT FENCE, AND OTHER BMP MEASURES ACCORDING TO PLANS AND AS DETERMINED BY A/E

AND/OR MIAMI UNIVERSITY.

3. INSTALL CONSTRUCTION ACCESS DRIVES AT ALL ENTRANCE/EXIT LOCATIONS FROM EXISTING ROADS.

4. REMOVE LAWN AND TOPSOIL ACCORDING TO PLANS.

5. DEMOLISH/REMOVE EXISTING STRUCTURES AND UTILITIES ACCORDING TO PLANS.

6. PERFORM MASS EXCAVATION OPERATIONS, GRADE THE SITE AND INSTALL UTILITIES.

7. INSTALL INLET PROTECTION AT ALL NEW STORM SEWER STRUCTURES AS THEY ARE CONSTRUCTED.

8. CONSTRUCT PARKING LOTS.

9. PERMANENTLY STABILIZE AREAS TO BE VEGETATED IMMEDIATELY AS THEY ARE BROUGHT TO FINAL

GRADE.

10. ONCE THE SITE HAS BEEN FULLY STABILIZED, REMOVE SILT FENCE, INLET PROTECTION DEVICES, AND

OTHER TEMPORARY BMP MEASURES.

STORM WATER POLLUTION PREVENTION PLAN NOTES:

1. FOR PROTECTION OF UNDERGROUND UTILITIES, CALL THE OHIO UTILITIES PROTECTION SERVICE

AT 1-800-362-2764 A MINIMUM OF 48 HOURS PRIOR TO EXCAVATING.

2. ALL MATERIAL AND CONSTRUCTION WILL BE IN ACCORDANCE WITH THE CONSTRUCTION

STANDARDS AND SPECIFICATIONS FOR THE PROJECT. ALL WORK WILL BE IN COMPLIANCE WITH

ALL APPLICABLE FEDERAL AND STATE STANDARDS AND REGULATIONS. IF THERE SHOULD ARISE

ANY CONFLICT BETWEEN ANY NOTES AND/OR DETAILS ON THE APPROVED DRAWINGS OR

SPECIFICATIONS FOR THE PROJECT, THIS NOTE WILL SUPERCEDE AND GOVERN UNLESS THERE IS

A WRITTEN SIGNED DOCUMENTATION STATING OTHERWISE.

3. ALL CONSTRUCTION AND DEMOLITION DEBRIS (C&DD) WASTE SHALL BE DISPOSED OF IN AN OHIO

EPA APPROVED C&DD LANDFILL AS REQUIRED BY OHIO REVISED CODE (ORC) 3714.

4. NO KNOWN TOXIC OR HAZARDOUS MATERIALS EXIST ON SITE. IF SUSPICIOUS OR HAZARDOUS

MATERIAL IS DISCOVERED DURING CONSTRUCTION OPERATIONS, THE CONTRACTOR SHALL

IMMEDIATELY NOTIFY A/E AND OWNER. ALL TOXIC AND HAZARDOUS MATERIALS SHALL BE

LEGALLY DISPOSED OF PER LOCAL LAWS AND REGULATIONS.

5. IF SOIL CONTAMINATION OCCURS DUE TO PETROLEUM OR OTHER CHEMICAL SPILLS, ALL

CONTAMINATED SOILS SHALL BE TREATED AND/OR DISPOSED OF IN AN OHIO EPA APPROVED

SOLID WASTE MANAGEMENT FACILITY OR HAZARDOUS WASTE TREATMENT, STORAGE OR

DISPOSAL FACILITY (TSDF).

SOIL EROSION AND SEDIMENTATION CONTROL NOTES:

1. UNDER THE RULES OF THE FEDERAL WATER POLLUTION CONTROL ACT (40 CFR 122), THE OHIO WATER

POLLUTION CONTROL ACT (CHAPTER 6111.04), AND OHIO EPA PERMIT NO. OHC000004, THE CONTRACTOR

SHALL ACT AS THE “PERMITTEE” AND WILL BE FULLY RESPONSIBLE FOR ADMINISTERING THE EROSION

CONTROL PROGRAM THROUGHOUT THE DURATION OF THE CONTRACT. UNDER THIS ACT, THE

CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING THE NOTICE OF INTENT FORM ((NOI)(NPDES

GENERAL PERMIT)), PAY ALL ASSOCIATED FEES, AND ABIDE BY ALL REQUIREMENTS IDENTIFIED UNDER THIS

ACT AND AS NOTED ON THE PLANS AND SPECIFICATIONS. THE NOI SHALL NOT BE TRANSFERRED TO A

SECOND PARTY WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE OWNER. THE NOI SHALL BE SENT TO

THE FOLLOWING LOCATION:

OHIO ENVIRONMENTAL PROTECTION AGENCY

OFFICE OF FISCAL ADMINISTRATION

PO BOX 1049

COLUMBUS, OHIO 43216-1049

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING THE NOI FORM AT LEAST 7 DAYS PRIOR TO

THE COMMENCEMENT OF CONSTRUCTION.

2. ALL PENALTIES AND FINES ASSOCIATED WITH VIOLATIONS ASSOCIATED WITH NOT FILING THE NOI OR

DISCHARGING POLLUTANTS SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND ITS

SUBCONTRACTORS.

3. THE A/E WILL PREPARE THE STORMWATER POLLUTION AND PREVENTION PLAN (SWP3) THAT WILL BE

MAINTAINED ON SITE AT ALL TIME BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

SIGNING THE SWP3 AND MAKE ALL NECESSARY REVISIONS IN ACCORDANCE WITH ORC SECTION 6114.04,

OAC CHAPTER 3745-1 AND THE TERMS AND CONDITIONS OF THE NOI. THE CONTRACTOR SHALL PROVIDE

AN EXECUTED COPY OF THE SWP3, INCLUDING ALL REVISIONS, TO THE A/E.

4. THE PERMITTEE SHALL MAINTAIN A WRITTEN DOCUMENT CONTAINING THE SIGNATURES OF ALL

CONTRACTORS AND SUBCONTRACTORS INVOLVED IN THE IMPLEMENTATION OF THE SWP3 AS PROOF

ACKNOWLEDGING THAT THEY UNDERSTAND THE CONDITIONS AND RESPONSIBILITIES OF THE SWP3. THE

DOCUMENT AND ALL SIGNATURES SHALL BE OBTAINED PRIOR TO THE COMMENCEMENT OF CONSTRUCTION

AND SHALL BE KEPT ON SITE WITH THE SWP3.

5. UNDER THE RULES OF THE OHC000004 PART III.G.2.i, THE CONTRACTOR SHALL PROVIDE A “QUALIFIED”

INSPECTOR WHO WILL BE RESPONSIBLE FOR ALL REPORTING AND COMPLIANCE WITH THE SWP3. THE

INSPECTOR'S DUTIES SHALL INCLUDE:

· PERFORM ALL SWP3 INSPECTIONS, REPORTING, AND LOGS. INSPECT ALL EROSION CONTROL MEASURES

WEEKLY AND WITHIN 24 HOURS AFTER ALL RAIN EVENTS THAT EXCEED ½ INCH OVER A 24 HOUR DURATION.

· FOLLOWING EACH INSPECTION, COMPLETE, SIGN AND DATE THE PREPARED CHECKLIST IN ACCORDANCE

WITH PART III.G.2.i.

· MAINTAIN ALL CHECKLISTS ON SITE FOR INSPECTION BY THE STATE WHEN REQUESTED. INSPECTION

RECORDS SHALL BE KEPT FOR 3 YEARS AFTER TERMINATION OF CONSTRUCTION ACTIVITIES IN

ACCORDANCE WITH PART V.G.

6. ALL EROSION CONTROL MEASURES SHALL MEET THE STANDARDS AND SPECIFICATIONS IN THE CURRENT

EDITION OF OHIO'S RAINWATER AND DEVELOPMENT MANUAL AND RELEVANT INFORMATION AND DETAILS

PROVIDED ON THE SWP3. THE FOLLOWING MINIMUM CRITERIA SHALL BE MET BY THE CONTRACTOR:

· TEMPORARY STABILIZATION: COMPLY WITH OHIO EPA PERMIT NO. OHC000004 PART II.B TABLE 2:

TEMPORARY STABILIZATION. TEMPORARY SEED AND MULCH IN ALL AREAS THAT WILL BE INACTIVE FOR 14

DAYS OR MORE AND WHICH DO NOT REQUIRE IMMEDIATE SOIL STABILIZATION. ALL DISTURBED AND

ERODED EARTH SHALL BE REGRADED AND SEEDED WITHIN 7 DAYS. CONTRACTOR SHALL SUBMIT

TEMPORARY SEED MIX FOR APPROVAL.

- ANY DISTURBED AREA WITHIN 50 FEET OF A STREAM AND NOT AT FINAL GRADE SHALL BE

TEMPORARILY SEEDED AND MULCHED WITHIN 2 DAYS OF THE MOST RECENT DISTURBANCE IF THAT

AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS.

- ALL OTHER DISTURBED AREAS GREATER THAN 50 FEET FROM A STREAM AND NOT AT FINAL GRADE

SHALL BE TEMPORARILY SEEDED AND MULCHED WITHIN 7 DAYS OF THE MOST RECENT

DISTURBANCE IF THAT AREA WILL REMAIN IDLE FOR MORE THAN 14 DAYS.

· PERMANENT STABILIZATION: COMPLY WITH OHIO EPA PERMIT NO. OHC000004 PART II.B TABLE 1:

PERMANENT STABILIZATION.

- ANY AREA THAT WILL LIE DORMANT FOR ONE YEAR OR MORE SHALL RECEIVE PERMANENT

STABILIZATION WITHIN 7 DAYS OF THE MOST RECENT DISTURBANCE.

- ANY AREA WITHIN 50 FEET OF A STREAM AND AT FINAL GRADE SHALL BE SEEDED WITHIN 2 DAYS OF

ACHIEVING FINAL GRADE.

- ALL OTHER AREAS GREATER THAN 50 FEET FROM A STREAM AND AT FINAL GRADE SHALL BE

SEEDED WITHIN 7 DAYS OF ACHIEVING FINAL GRADE.

7. THE CONTRACTOR SHALL CONDUCT ALL EXCAVATION, FILLING, GRADING, CONSTRUCTION, AND CLEAN-UP

OPERATIONS IN A MANNER SUCH THAT SEDIMENT, GENERATED BY WIND, WATER, OR VEHICLES, IS NOT

DISCHARGED INTO ANY STORM SEWER, DRAINAGE DITCH, RIVER, AIR, OR UNDERGROUND UTILITY SYSTEM.

WIND, WATER, AND VEHICULAR EROSION OF SOIL ON PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES

FOR THIS PROJECT WILL NOT BE PERMITTED. PREVENT EROSION OF SOIL AND DEPOSITION OF SEDIMENT

ONTO OTHER PROPERTIES FROM THE PROJECT SITE DUE TO CONSTRUCTION ACTIVITIES FOR THIS

PROJECT. PREVENT WINDBLOWN SOIL FROM LEAVING THE PROJECT SITE. ANY MUD/SEDIMENT FLOW INTO

STREAM CHANNEL AND/OR WETLANDS MUST BE PROMPTLY REMOVED. IF SEDIMENT EXTENDS BEYOND THE

PROJECT LIMITS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANUP AND RESTORATION OF ALL

SURFACES AND UTILITY SYSTEMS TO THE CONDITION THAT EXISTED PRIOR TO THE CONTRACT AWARD.

8. STAGE WORK TO MINIMIZE THE AREA OF EXPOSED SOIL, THEREBY REDUCING THE OPPORTUNITY FOR SOIL

EROSION.

9. SOIL EROSION AND SEDIMENTATION BEST MANAGEMENT PRACTICE (BMP) MEASURES WILL BE INSTALLED

PRIOR TO START OF ANY CONSTRUCTION AND WILL BE MAINTAINED AT ALL TIMES UNTIL CONSTRUCTION

HAS BEEN COMPLETED, INCLUDING ALL GRASS BEING WELL ESTABLISHED AND/OR PERMANENT EROSION

AND SEDIMENTATION BMP MEASURES ARE IN PLACE.

10. ALL BMP MEASURES WILL BE INSTALLED TO THE SATISFACTION OF THE OHIO ENVIRONMENTAL PROTECTION

AGENCY (EPA). THE OHIO EPA MAY REQUIRE WORK TO BE STOPPED AND THE STORM DRAINAGE OUTLET

TO BE PLUGGED, IF CONDITIONS BECOME UNSATISFACTORY.

11. REPAIR ALL BMP MEASURES AS REQUIRED DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE

FOR INSTALLING AND MAINTAINING ALL MEASURES. ANY BMP MEASURE THAT REQUIRES REPAIR OR

MAINTENANCE SHALL BE REPAIRED WITHIN 3 DAYS OF THE INSPECTION. ANY BMP MEASURE NOT MEETING

THE INTENDED FUNCTION OR MISSING MUST BE REPLACED/INSTALLED WITHIN 10 DAYS OF THE INSPECTION

AT NO COST TO THE OWNER.

12. ANY CATCH BASIN THAT RECEIVES STORMWATER FROM CONSTRUCTION ACTIVITIES SHALL RECEIVE INLET

PROTECTION.

- PERIODIC REMOVAL OF COLLECTED SILT AND SEDIMENTATION IS REQUIRED TO MAINTAIN

EFFECTIVENESS OF THE SILT TRAPS, FILTERS, AND BASINS. IF SEDIMENTATION OCCURS, INSTALL

OR CORRECT PREVENTATIVE MEASURES IMMEDIATELY AT NO COST TO THE OWNER. REPLACE ALL

MEASURES DETERMINED TO BE NON-FUNCTIONAL AT NO COST TO THE OWNER.

13. CONTRACTOR IS TO DESIGNATE A SITE DUMP/WASH AREA TO BE APPROVED BY A/E PRIOR TO STARTING

CONSTRUCTION FOR SUCH PURPOSES AS WASHING OUT CONCRETE TRUCKS AND DUMPING

NON-HAZARDOUS WASTE MATERIALS AND FOR MIXING OR STORING CHEMICAL COMPOUNDS FOR

CONSTRUCTION (I.E. FERTILIZERS, CONCRETE, ASPHALT, ETC.), SUBJECT TO THE SUPERVISION OF THE

OHIO EPA. DUMPING OR DISCHARGE OF ANY WASTE MATERIALS TO ANY LUCAS COUNTY SEWERS IS

PROHIBITED. HAZARDOUS WASTES ARE TO BE REMOVED OFF SITE AND PROPERLY DISPOSED OF

CONSISTENT WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS.

14. KEEP DUST DOWN AT ALL TIMES, INCLUDING DURING NON-WORKING PERIODS. SPRINKLE OR TREAT WITH

DUST SUPPRESSANTS, THE SOIL AT THE SITE, HAUL ROADS, AND OTHER AREAS DISTURBED BY

OPERATIONS. CHLORIDE, OIL, OR OTHER NON-WATER MATERIAL IS NOT PERMITTED. PREVENT TRACKING

OR FLOWING OF MUD AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADS OR DRIVES. PROMPTLY REMOVE

ALL MUD AND DIRT THAT ACCUMULATES ONTO PUBLIC ROADS AND PRIVATE DRIVES. STREET CLEANING

SHALL BE PERFORMED AS REQUIRED OR DIRECTED. DRY POWER BROOMING IS NOT PERMITTED.

15. SHOULD IT BE NECESSARY FOR THE CONTRACTOR TO DO ANY DEWATERING DURING THE COURSE OF

CONSTRUCTION, THE CONTRACTOR SHALL FILTER ALL DISCHARGE THROUGH A DISCHARGE FILTER BAG OR

OTHER SEDIMENT CONTROL DEVICE THAT WILL FILTER ALL DISCHARGE WATER. NO DEWATERING

DISCHARGE SHALL BE ALLOWED TO FLOW UNFILTERED FROM THE CONSTRUCTION SITE. ALL STRUCTURES

SHALL BE ASSEMBLED ON VEGETATED SURFACES.

16. AT THE CONTRACTOR'S DISCRETION, TEMPORARY DITCHES MAY BE CONSTRUCTED ACROSS AREAS OF THE

SITE TO IMPROVE SITE DRAINAGE FOLLOWING RAIN EVENTS AND PERIODIC FLOODING. IN ALL CASES,

STONE FILTERS SHALL BE INSTALLED AT ALL OUTLETS ALONG THE LIMITS OF CONSTRUCTION AND SILT

FENCE SHALL BE KEYED INTO THE SIDES OF THE FILTER TO CREATE A CONTINUOUS BARRIER. STONE

FILTERS SHALL ALSO INCLUDE A 5'L X3'W 2'D SUMP EXCAVATED IMMEDIATELY UPSTREAM FROM THE FILTER.

INSTALL STONE FILTERS AND SUMPS 150 FEET APART WITHIN EACH TEMPORARY DITCH.

17. ANY MATERIAL STOCKPILES LEFT OVERNIGHT OUTSIDE A PROTECTED AREA SHALL BE SURROUNDED BY A

SILT FENCE.

IMMEDIATELY PRIOR TO MIAMI UNIVERSITY TAKING RESPONSIBILITY OF THE SITE, THE CONTRACTOR SHALL

18. IMMEDIATELY PRIOR TO MIAMI UNIVERSITY TAKING RESPONSIBILITY OF THE SITE, THE CONTRACTOR SHALL

CLEAN CATCH BASINS AFFECTED BY THE CONSTRUCTION, BOTH WITHIN THE CONTRACT LIMITS AND IN ALL

SURROUNDING ROADS AND LAWN AREAS WHERE SOIL MAY HAVE SPREAD DUE TO CONSTRUCTION

ACTIVITIES.

19. IF EROSION OR SEDIMENTATION OCCURS DUE TO NON-COMPLIANCE WITH THESE REQUIREMENTS,

IMMEDIATELY REMOVE DEPOSITED SEDIMENT OR RESTORE ERODED AREAS AT NO COST TO THE OWNER.

OWNER WILL DEDUCT PAYMENT TO CONTRACTOR EQUIVALENT TO ANY FINES RESULTING FROM

NON-COMPLIANCE WITH APPLICABLE REGULATIONS.

20. IN ADDITION TO THE EROSION CONTROL MEASURES IDENTIFIED ON THE SWP3, ANY SUPPLEMENTAL

MEASURES REQUIRED FOR SITE SPECIFIC REMEDIES SHALL BE CONSTRUCTED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER. THE CONTRACTOR SHALL REFERENCE OHC000004 PART III.G.2.d AND e

IN ITS ENTIRETY.

21. ANY PARTY (TYPICALLY THE GENERAL CONTRACTOR) WHO HAS DAY-TO-DAY OPERATIONAL CONTROL OF

ACTIVITIES AT THIS PROJECT, WHICH ARE NECESSARY TO ENSURE COMPLIANCE WITH THE SWP3 FOR THE

SITE OR OTHER CONDITIONS SET FORTH IN THE PERMIT, MUST FILE A CO-PERMITTEE NOI WITH THE OHIO

EPA. THIS IS THE SOLE RESPONSIBILITY OF THE CO-PERMITTEE AND SHALL BE DONE IN 21 DAYS BEFORE

GROUND IS BROKEN.

EROSION EEL GENERAL NOTES:

1. EROSION EELS™ USED IN PERIMETER CONTROL APPLICATIONS SHALL HAVE A SPECIFICATION MIXTURE 1.1 OR 1.2.a. MIXTURE SPECIFICATION 1.1. A FILTER MIXTURE COMPRISED OF 50% SHREDDED RUBBER AND 50% WOOD

CHIP PARTICLES BY VOLUME. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TO REMOVEMOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALLBE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL BEPRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP9-03.

b. MIXTURE SPECIFICATION 1.2. A FILTER MIXTURE COMPRISED OF 1/3 SHREDDED RUBBER, 1/3 WOOD CHIPS,AND 1/3 RECYCLED SYNTHETIC FIBERS. THE SHREDDED RUBBER SHALL BE WASHED AND PROCESSED TOREMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRESAND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALLBE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP9-03. THE SYNTHETIC FIBERS SHALL BE PRODUCED FROM RECYCLED, MANUFACTURED MATERIALS, SUCH AS,BUT NOT LIMITED TO, PRE-CONSUMER SCRAP CARPET, TIRE CHORD, AND TIRE FIBER MATERIALS.

2. EROSION EELS™ SHALL BE MANUFACTURED FROM A WOVEN GEOTEXTILE COVERING WITH INTERIOR FILTERMATERIALS SUCH AS 100% SHREDDED RUBBER (MIXTURE SPECIFICATION 1.0, 50% SHREDDED RUBBER/50%AASHTO-CERTIFIED WOOD CHIPS (MIXTURE SPECIFICATION 1.1).

3. LENGTHS OF EROSION EELS™ SHALL BE EITHER A NOMINAL +/-10 FT. OR +/- 4.5 FT. NOMINAL DIAMETER SHALL BE+/-9.5 INCHES.

4. EROSION EELS™ CAN BE PLACED AT THE TOP, ON THE FACE, OR AT THE TOE OF SLOPES TO INTERCEPT RUNOFF,REDUCE FLOW VELOCITY, RELEASE THE RUNOFF AS SHEET FLOW AND PROVIDE REMOVAL OF SEDIMENT FROM THERUNOFF.

5. EROSION EELS™ SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TOTHE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAMTO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANYDISTURBED SOIL AREA.

6. NO TRENCHING IS REQUIRED FOR INSTALLATION OF EROSION EELS™7. PREPARE BED FOR EEL INSTALLATION BY REMOVING ANY LARGE DEBRIS INCLUDING ROCKS, SOIL CLODS, AND

WOODY VEGETATION. EROSION EELS™ CAN ALSO BE PLACED OVER PAVED SURFACES INCLUDING CONCRETE ANDASPHALT WITH NO SURFACE PREPARATION REQUIRED.

8. RAKE BED AREA WITH A HAND RAKE OR BY DRAG HARROW.9. DO NOT PLACE EEL DIRECTLY OVER RILL AND GULLIES UNTIL AREA HAS BEEN HAND-EXCAVATED AND RAKED TO

PROVIDE A LEVEL BEDDING SURFACE. ALL SURFACES SHALL BE UNIFORMLY COMPACTED FOR MAXIMUM SEATINGOF EELS™ IN PLACE.

10. FOR LOCATIONS WHERE EELS™ WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLETPROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS, BED THE EELS™ IN A FLOCMATCRADLE PER THE DETAILED DRAWINGS.

11. FOR DITCH APPLICATIONS, THE MAXIMUM DRAINAGE AREA SHALL BE 10 ACRES.12. IF MORE THAN ONE EROSION EEL IS PLACED IN A ROW, THE EELS™ SHALL BE OVERLAPPED A MINIMUM OF 12 INCHES

TO PREVENT FLOW AND SEDIMENT FROM PASSING THROUGH THE FIELD JOINT. COMPRESS THE TWO EELS™ OF THEOVERLAP TIGHTLY TOGETHER EITHER BY HAND OR MANUFACTURER-APPROVED MECHANIZED MEANS.

13. WHEN USED IN DITCHES AS A CHECK DAM, EROSION EELS™ SHALL BE INSTALLED PER MANUFACTURER'S DETAILS.14. FOR CHECK DAM APPLICATIONS, EROSION EELS™ SHALL BE PLACED PERPENDICULAR TO THE FLOW OF THE WATER.

EROSION EELS™ SHALL CONTINUE UP THE SIDES SLOPES A MINIMUM OF 3 FEET ABOVE THE DESIGN FLOW DEPTH.15. EROSION EELS™ SHALL REMAIN IN PLACE UNTIL FULLY ESTABLISHED VEGETATION HAS COMPLETELY DEVELOPED

OR UNTIL THE STORAGE CAPACITY/FUNCTIONAL LIFE OF THE EEL HAS BEEN EXHAUSTED (REQUIRING REPLACEMENTWITH NEW EELS™).

16. ANCHORING POSTS FOR CHECK DAM APPLICATIONS SHALL HAVE A MINIMUM WEIGHT OF 1.25 LBS/FT STEEL T-POSTS(5 TO 7 FT. LENGTHS) ROLLED FROM HIGH CARBON STEEL. POSTS SHOULD BE HOT-DIP GALVANIZED OR COATEDWITH A WEATHER-RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL ANCHORPLATE. INSTALL PER DETAILS ON THIS SHEET.

17. PLACE T-POSTS THROUGH HANDLE OF BAGS. DO NOT DRIVE POSTS THROUGH EROSION EELS™ . T-POSTS ARE TO BEEMBEDDED A MINIMUM OF 2 FT INTO GROUND.

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

PARKING LOT SWPPPNOTES

NO SCALE

C-1.1

10'-0" MAX18

" MIN

ELEVATION

6"

6"

18" M

IN

FABRIC ANCHOR DETAIL

DIRECTION OF FLOW

NOTES:1. TEMPORARY SILT FENCE SHALL BE INSTALLED PRIOR TO ANY GRADING WORK IN THE AREA TO BE PROTECTED. THEY SHALL BE MAINTAINED THROUGHOUT THE

CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION WITH THE FINAL GRADING AND SITE STABILIZATION.

2. FENCE POSTS SHALL BE WOOD POSTS WITH A MINIMUM CROSS-SECTIONAL AREA OF 3.0 SQ. IN.

STEP 1

STEP 2

STEP 3

FILTER FABRIC

POSTS

FASTENER-MIN. NO. 16 GAUGE WIRE, 4 PER POST REQUIRED (EVENLY SPACED), TYP.

UNDISTURBED SUBGRADE

COMPACTED BACKFILL

EXTENDED FILTER FABRIC TO 6" BELOW GRADE

ATTACHMENT STEPS:1. PLACE THE END POST OF THE SECOND FENCE INSIDE THE END POST OF THE FIRST FENCE.

2. ROTATE BOTH POSTS AT LEAST 180 DEGREES IN A CLOCKWISE DIRECTION TO CREATE ATIGHT SEAL WITH THE FABRIC MATERIAL.

3. DRIVE BOTH POSTS A MINIMUM OF 18 INCHES INTO THE GROUND AND BURY THE FLAP.

1'-8"

MIN

EXISTING GRADE

2"-3" CRUSHED ROCK (8" DEPTH)

NON-WOVEN GEOTEXTILE FABRIC

EXISTING PAVEMENT

50' MINIMUM LENGTHLENGTH OF STABILIZED ROAD

50' MINIMUM LENGTHLENGTH OF STABILIZED ROAD

1

2

3

4

4

1

2

3

2

PLAN VIEW

ELEVATION

25'WIDTHMIN.

RECTANGLE INLET FILTERSROUND INLET FILTER

GENERAL NOTES:1. INLET PROTECTION SHALL BE NON-BLACK IN COLOR AND SHALL HAVE THE NAME

OF THE CONTRACTOR WRITTEN OR ATTACHED TO IT.2. TEMPORARY INLET SEDIMENT FILTER TO BE INSTALLED ON ALL CATCH BASINS AND

STORM INLETS NOTED ON DRAWINGS. CLEAN FILTER AS NEEDED.3. INLET FILTERS TO BE FLEXSTORM INLET FILTERS AS MANUFACTURED BY

ADVANCED DRAINAGE SYSTEMS, INC. (800-821-6710) OR SIMILAR PRODUCT.

GALVANIZED STEEL FRAME

LIFT HANDLES

STAINLESS STEEL LOCKING BAND

OVERFLOW FEATURE

GEOTEXTILE FILTER BAG WITH REINFORCED POLYESTER OUTER MESH

REAR CURB GUARD FLAP INCLUDED FOR CURB BOX INLET FILTERS

EROSION EEL™

SHEET FLOW

BUTT JOINT ENLARGEMENT

PLAN VIEW

BUTT ENDS OF EEL TOGETHER AND JOINTIGHTLY WITH JUNCTION WRAP (PER BUTTJOINT ENLARGEMENT THIS SHEET)

ANCHOR LOOP TYP.(4 PER 10 FT. BAG)

EROSION EEL™

TIE-STRING END OF EELSEWN SEAM EDGE

TO FORM BUTT JOINT, PRESS TIED END OFEEL AGAINST SEWN EDGE OF ADJACENT EEL

CONSTRUCTION FENCE

EROSION EEL™

FLOCMAT CRADLE UNDER EROSION EEL™PER MANUFACTURER'S REQUIREMENTS

SECTION VIEW

PLAN

10 MIL.

PLASTIC LINING

STRAW BALE

STAKE

TYP.

TYP.

10' MIN.

8'

(TYPE "ABOVE GRADE"

WITH STRAW BALES)

STAPLE DETAIL

4"

2"

1/8" DIA.

STEEL WIRE

10 MIL.

PLASTIC LINING

STRAW BALE

FINISH

GRADE

STAPLES

(2 PER BALE)

BINDING

WIRE

NATIVE MATERIAL

(OPTIONAL)

SECTION B-B

CONCRETE

WASHOUT

3'

3'

PLYWOOD

48" X 24"

PAINTED

WHITE

BLACK LETTERS -

6" HEIGHT

0.5" LAG SCREWS

WOOD POST

3" X 3" X 8'

CONCRETE WASHOUT SIGN DETAIL

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOT TO SCALE

NOTES:

1. ACTUAL LAYOUT DETERMINED IN THE FIELD.

2. THE CONCRETE WASHOUT SIGN SHALL BE

INSTALLED WITHIN 30 FT. OF THE TEMPORARY

CONCRETE WASHOUT FACILITY.

(OR EQUIVALENT)

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

NTS.SILT FENCES1

1" = 1'CONSTRUCTION ACCESS ROADS2

NTS.EROSION EELSS4

NTS.STORM SEWER INLET SILT SACKS3

NTS.CONSTRUCTION WASTE MANAGEMENTS5

PARKING LOT SWPPPDETAILS

AS NOTED

C-1.2

LIMITS OF CONSTRUCTION

FULL DEPTHPAVEMENT REMOVAL

FULL DEPTH CONCRETE REMOVAL

TOPSOIL STRIPPING

UTILITY REMOVAL

STRUCTURE REMOVAL

TREE PROTECTION FENCE

INLET PROTECTION

CURB REMOVAL

CONSTRUCTION FENCE(PER MIAMI UNIVERSITY STANDARD)

SHEET NOTES

KEYED NOTES

1. COORDINATE AREA TO STOCKPILE TOPSOIL WITH OWNER.

2. COORDINATE STAGING AREA WITH OWNER.

3. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARYCLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, ANDAPPROVED BY OWNER.

4. SALVAGE EXISTING LIGHT POLES,LUMINARIES, AND EXISTINGSIGNAGE TO OWNER.

5. SAWCUT PAVEMENT AT NEAREST EXISTING JOINT. ALL SAWCUTSECTIONS ARE TO PENETRATE THE STREET 2'.

6. SALVAGE ATM AND RETURN TO OWNER.

7. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARYCLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, ANDAPPROVED BY OWNER.

8. SITE SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES,(MUTCD) LATEST EDITION.

REMOVE LIGHT POLE, TYP.(SEE NOTE 4)

STRIP TOPSOIL

FULL DEPTH CONCRETE SIDEWALK REMOVAL

REMOVE TELEPHONE UTILITY LINE

SALVAGE EXISTING HANDICAPPED SIGN TO OWNER(SEE NOTE 4)

REMOVE LIGHT POLE, TYP.(SEE NOTE 4)

EXISTING CURB TO REMAIN, TYP.

REMOVE LIGHT POLE,TYP.(SEE NOTE 4)

FULL DEPTH ASPHALT PAVEMENT REMOVAL

STRIP TOPSOIL

EXISTING FIRE HYDRANT TO REMAIN

PROTECT EXISTINGAREAWAY

STRIP TOPSOIL

REMOVE ATM AND CONCRETE PAD(SEE NOTE 6)

SALVAGE EXISTING ELECTRONIC SIGN TO OWNER(SEE NOTE 4)

INLET PROTECTION

REMOVE LIGHT POLE, TYP.(SEE NOTE 4)

INLET PROTECTION

SALVAGE EXISTING SIGN TO OWNER(SEE NOTE 4)

FULL DEPTH CONCRETE SIDEWALK REMOVAL

SAWCUT, TYP.(SEE NOTE 5)

SAWCUT, TYP.(SEE NOTE 5)

SAWCUT, TYP.(SEE NOTE 5)

SALVAGE EXISTING PARKING LOT SIGN TO OWNER(SEE NOTE 4)

REMOVE EXISTING CURB, TYP.

EXISTING CURB TO REMAIN, TYP.

SAWCUT AND REMOVE CURB(SEE NOTE 5)

SAWCUT AND REMOVE CURB(SEE NOTE 5)

E. WITHROW ST.

N. CAMPUS PARKING GARAGE

2.00'

49.55'

6.28'6.42'

LIMITS OF CONSTRUCTION

38.23

'39.82

'

STORM SEWER REMOVAL

ABANDONED STORM SEWER REMOVAL

6' HIGH CONSTRUCTION FENCE(PER MIAMI UNIVERSITY STANDARD)

2 X 6" HIGH BY 10' WIDECONSTRUCTION SWING GATES(PER MIAMI UNIVERSITY STANDARD)

6' HIGH CONSTRUCTION FENCE(PER MIAMI UNIVERSITY STANDARD)

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

PARKING LOT DEMOLITIONPLAN

PROJECT NORTH

1" = 20'

C-2.0

Feet

0 20 40

CONCRETE CURB W/O GUTTER, TYP.

CONCRETE PAVEMENT, TYP.

SEEDED LAWN

ASPHALT PAVEMENT STANDARD DUTY

STONE MULCH

BLUE PAVEMENT MARKING FOR ADA MARKINGS, TYP.

CONCRETE PAVEMENT, TYP.

CONCRETE CURB W/O GUTTER, TYP.

ASPHALT PAVEMENT STANDARD DUTY

CONCRETE CURB W/ GUTTER, TYP.

SEEDED LAWN

STONE MULCH

PROTECT EXISTING AREAWAY

BUTT JOINT, TYP.

CONCRETE CURB W/ GUTTER, TYP.

CONCRETE PAVEMENT, TYP.

BUTT JOINT (TYP.)

BUTT JOINT (TYP.)

SIGN TYPE B, TYP.

LIMITS OF CONSTRUCTION

WHITE PAVEMENT MARKING 4" WIDE, TYP.

EXISTING CURB TO REMAIN

MEET EXISTING WALK, TYP.

MEET EXISTING WALK, TYP.

LIGHTPOLE, TYP.(SEE ELECTRICAL SITE PLAN)

8.99'

9.00' (TYP.)

18.00

' (TYP

.)

R4.50'

R2.00'

24.00' (TYP.) 18.00'

25.00

'8.0

0'

24.00' (TYP.)

136.00'

18.00

'24

.00'

18.00

'18

.00'

24.00

'18

.00'

18.00

'24

.00'

18.00

'

9.00'

12.00

'12

.00'

R5.00'

R39.00'

R15.00'

R2.00'

9.00'

11.29

'

22.00' (TYP.)

9.00'

(TYP

.)

5.00' (TYP.)

18.00

' (TYP

.)

BARRIER FREE PAVEMENT MARKING, TYP.

SIGN TYPE A, TYP.(SEE NOTE 2)

R3.00'

24.00

'8.5

0'

43.98'

R4.00'

CONCRETE PAVEMENT, TYP.

ASPHALT PAVEMENT HEAVY DUTY

SIGN TYPE C, TYP.(DIRECTING TRAFFIC NORTH)SIGN TYPE B, TYP.

EXISTING CURB TO REMAIN

45°0''

45°0''

4C-6.0

4C-6.0

4C-6.0

SOUTHWEST LAYOUT ENLARGEMENT PLAN

NORTHWEST LAYOUT ENLARGEMENT PLAN

SOUTHEAST ENLARGEMENT PLAN

E. WITHROW ST.

N. CAMPUS PARKING GARAGE

LIGHTPOLE, TYP.(SEE ELECTRICAL SITE PLAN)

6.83'

ALIGN JOINTS W/ ADJACENT SIDEWALK, V.I.F.

SEEDED LAWN

6.41'

R15.00'

R39.0

0'

CONCRETE CURB W/O GUTTER, TYP.

CONCRETE CURB W/O GUTTER, TYP.

3C-3.1

1C-3.1

17.00

'

9.00'

2C-3.1

ASPHALT PAVEMENT STANDARD DUTY

FLUSH CURB

LIMITS OF CONSTRUCTION

ASPHALT PAVEMENT STANDARD DUTY

CONCRETE PAVEMENT

ASPHALT PAVEMENT HEAVY DUTY

SEEDED LAWN

STONE MULCH

ODOT TYPE 2 STANDARD CURB W/GUTTER

ODOT TYPE 7 STANDARD CURB W/OGUTTER

FLUSH CURB

CURB TRANSITION

BARRIERFREE PAVEMENT MARKING

SIGNAGE (SEE NOTE 2)SIGN TYPE A = BARRIER FREESIGN TYPE B = "DO NOT ENTER"SIGN TYPE C = "ONE-WAY"

LIGHTPOLE, TYP.(SEE ELECTRICAL PLANS)

TURNING PAVEMENT MARKINGS(WHITE)

VERIFY IN FIELD

SHEET NOTES

KEYED NOTES

1. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARYCLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, ANDAPPROVED BY OWNER.

2. SITE SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES,(MUTCD) LATEST EDITION.

3. ALL PAVEMENT MARKINGS RELATED TO BARRIERFREE PARKINGSTALLS SHALL BE BLUE. ALL OTHER PAVEMENT MARKINGS SHALLBE WHITE.

4. ALL DIMENSIONS ARE TO FACE OF CURB.

5. RESTORE PARKING GARAGE EXIT/ENTRY DRIVE PAVEMENTSECTIONS AS NEEDED FOR INSTALLATION OF ELECTRICAL WIRINGFOR NEW SITE LIGHTING.

2C-6.0

PARKING SUMMARY58 EXISTING PARKING SPACES

128 PROPOSED PARKING SPACES-5 BARRIERFREE SPACES INCLUDING 1 VAN ACCESSABLESPACE

1

2 TYPICAL PARKING SPACE:18' LONG AND 9' WIDE

TYPICAL PARALLEL PARKING SPACE:22' LONG AND 9' WIDE

TYPICAL PARKING DRIVE AISLE:24' WIDE

5C-6.0

3C-6.0

1C-6.0

7C-6.0

6C-6.0

8C-6.0

9C-6.0

11C-6.1

10C-6.1

V.I.F.

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

PARKING LOT MATERIALSLAYOUT PLAN

PROJECT NORTH

1" = 20'

C-3.0

Feet

0 20 40

CONCRETE PAVEMENT

CONCRETE CURB W/O GUTTER, TYP.

CONCRETE CURB W/ GUTTER, TYP.

HEAVY DUTY ASPHALT

CONCRETE CURB W/ GUTTER, TYP.

STONE MULCH

BUTT JOINT

EXISTING CURB TO REMAIN

SIGN TYPE B, TYP.

STANDARD DUTY ASPHALT

R15.00' TO F/C

R39.0

0' TO

F/C

24.90

' TO

F/C

(MIN

.)

MEET EXISTING CURB TO REMAIN

MEET EXISTING CURB TO REMAIN

1C-6.0

END CONCRETE CURB W/O GUTTERBEGIN CONCRETE CURB W/ GUTTER

END CONCRETE CURB W/O GUTTERBEGIN CONCRETE CURB W/ GUTTER

N. CAMPUS PARKING GARAGE

CONCRETE CURB W/O GUTTER, TYP.

SIGN TYPE B, TYP.

ASPHALT PAVEMENT STANDARD DUTY

CONCRETE CURB W/O GUTTER

ASPHALT PAVEMENT HEAVY DUTY

CONCRETE CURB W/ GUTTER

STONE MULCH

BUTT JOINT

MEET EXISTING CURB TO REMAIN

R4.50'

R15.00'

R39.00' TO F/C

12.00

' TO

F/C

12.00

' TO

F/CPAVEMENT MARKING

SIGN TYPE B, TYP.

MEET EXISTING CURB TO REMAIN

SIGN TYPE B, TYP.

1C-6.0

END CONCRETE CURB W/O GUTTERBEGIN CONCRETE CURB W/ GUTTER

PARKING GARAGE EXIT DRIVE

SIGN TYPE C, TYP.

N. CAMPUS PARKING GARAGE

LIGHT POLE, TYP.(SEE ELECTRICAL PLAN)

CONCRETE CURB W/O GUTTER

CONCRETE CURB W/ GUTTER

CONCRETE PAVEMENT

SIGN TYPE A, TYP.

CONCRETE PAVEMENT

CONCRETE CURB W/O GUTTER, TYP.

SEEDED LAWNEXISTING CURB TO REMAIN

CONCRETE CURB W/O GUTTER, TYP.

SEALED EXPANSION JOINT

LINE STRIPING(WHITE)

EXISTING WALK

LINE STRIPING(BLUE)

DETECTABLE WARNING

9.00'

9.00'

5.00'

9.00'

9.00'

8.00'

9.00'

LIGHT POLE, TYP.(SEE ELECTRICAL PLAN)

5.00' 18.18' FLUSH CURB, TYP. 5.00'

CURBTRANSITION

CURB

TRANSITION

MEET EXISTING CURB TO REMAINTOOLED CONTROL JOINT, TYP.

SEALED EXPANSION JOINT

9C-6.0

SIGN TYPE A-1, TYP.

5.00'

9.00'

PARKING GARAGE ENTRY DRIVE

CONCRETE CURB W/O GUTTER, TYP.

E. WITHROW ST.

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

SCALE: 1"= 10'NORTHWEST LAYOUT ENLARGEMENT PLAN1

SCALE: 1"= 10'SOUTHWEST LAYOUT ENLARGEMENT PLAN2

SCALE: 1"= 10'SOUTHEAST LAYOUT ENLARGEMENT PLAN3

PARKING LOT MATERIALLAYOUT ENLARGEMENTS

PROJECT NORTH

1" = 10'

C-3.1

Feet

0 10 20

LIMITS OF CONSTRUCTION

SURFACE SLOPE, TYP.

SURFACE ELEVATION, TYP.

STORM DRAIN INLET

EXISTING STORM STRUCTURE

STORM SEWER PIPE

GRADING BREAKLINE

PROPOSED INDEX CONTOUR, TYP.

PROPOSED CONTOUR, TYP.

EXISTING CONTOUR, TYP.

SHEET NOTES

KEYED NOTES

1. EXISTING RIM ELEVATION SHALL BE FIELD VERIFIED

2. EXISTING INVERT OF EXISTING STRUCTURE SHALL BE FIELDVERIFIED

3. PROPOSED FIELD INVERT MAY VARY, BASED ON PREVIOUS FILEDVERIFICATIONS OF EXISTING INVERTS AND RIM ELEVATIONS

4. REMOVE EXISTING PIPE; PATCH HOLE AND CORE NEW HOLE FORPROPOSED PIPE.

5. EXISTING STORM SEWER STRUCTURES SHALL BE FIELD VERIFIEDAS TO NOT HAVE THEM INTERFERE WITH THE PROPOSED ASPHALTPAVING. ADJUST STRUCTURES AS NECESSARY TO MEET PROPOSEDELEVATIONS.

6. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BEMAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARYCLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, ANDAPPROVED BY OWNER.

7. SITE SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFICCONTROL DEVICES,(MUTCD) LATEST EDITION.

1C1.0

D

870

870

870

876

876

877

878

876

875

875

875

TC 876.75 M.E.

TC 877.35 M.E.

TC 878.00 M.E.

TC 878.32 M.E.

TC 878.14 M.E.

TC 877.39 M.E.TC 876.99 M.E. TC 876.63 M.E.

TC 876.24 M.E. TC 875.78 M.E.TC 875.31 M.E.

TC 875.28 M.E.

TC 875.24 M.E.

TC 876.13 M.E.

TC 876.51 M.E.

TC 876.39 M.E.

TC 875.82 M.E.

TC 875.43 M.E.

TC 875.13 M.E.

875.58 875.43

875.43

875.16875.28

875.64874.75

875.64

875.31

875.65

875.65

875.37

876.11

875.34875.53

875.63876.22877.94

878.12

878.65

877.59

876.65

T/C 875.93T/C 875.93

T/C 876.31

T/C 877.15

T/C ???

T/C 876.72 T/C 876.13

T/C 876.03

T/C 875.84

T/C 876.61

T/C 875.87T/C 876.15

T/C 876.15

T/C 875.81

T/C 876.14T/C 875.25T/C 876.14

T/C 875.66

876

876

876

876

876

876

877

876.13

876.13

875.97

875.80

876.13

875.81

T/C 875.78

-2.1%

-1.7%

-1.6%

-0.8%

-2.4%

-1.2%

-2.4%

-1.7%

-0.6%

EX CBPR RIM 874.84 (SEE NOTE 5)EX RIM 875.11 (SEE NOTE 1)

EX CBPR RIM 874.10 (SEE NOTE 5)EX RIM 873.49 (SEE NOTE 1)12" IE 871.39 N (SEE NOTE 2)

PR CB - 1RIM 875.3012" IE 870.33 NE (SEE NOTE 3)12" IE 870.23 SW

PR CB - 2RIM 874.9612" IE 870.96 SW (SEE NOTE 3)

PR CB - 3RIM 875.4012" IE 871.40 S (SEE NOTE 3)

127 LF 12"RCP STORM SEWER@ 0.5%

25 LF12" RCP STORM SEWER@ 0.5% MIN

EXISTING STORMSTRUCTURE

SOUTHEAST GRADING ENLARGEMENT PLAN

NORTHWEST GRADING ENLARGEMENT PLAN

SOUTHWEST GRADING ENLARGEMENT PLAN

EX CBPR RIM 875.10 (SEE NOTE 5)EX RIM 875.02 (SEE NOTE 1)12" IE 871.30 E (SEE NOTE 2)18" IE 864.12 NW12" IE 871.30 N

74 LF 12"RCP STORM SEWER@ 0.5%(SEE NOTE 4)

EX CBPR RIM 875.25 (SEE NOTE 5)EX RIM 875.47 (SEE NOTE 1)12" IE 869.86 NE (SEE NOTE 2)24" IE 862.43 NW18" IE 862.67 SE24" IE 868.25 SW15" IE 863.33 S

3C-4.1

1C-4.1

2C-4.1

LIMITS OF CONSTRUCTION

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

PARKING LOT GRADINGAND DRAINAGE PLAN

PROJECT NORTH

1" = 20'

C-4.0

Feet

0 20 40

877

878

TC 877.39 M.E.

TC 877.52 M.E.

TC 877.84 M.E.

TC 878.04 M.E.

TC 878.14 M.E.

TC 878.32 M.E.

TC 878.52 M.E.

T/C 878.65

TC 878.56 M.E.

TC 878.58 M.E.

TC 878.46 M.E.

TC 878.28 M.E.

TC 878.10 M.E.

TC 877.90 M.E.

T/C 878.66

T/C 878.68

T/C 878.56

T/C 878.38

T/C ???

T/C 878.00

878.15

878.18

877.50

T/C 877.94

877.96

878.07

T/C 878.04 877.62

877.94

TC 877.23 M.E.

TC 877.09 M.E.

TC 877.00 M.E.

877.95

878.19 878.08

875

T/C 876.08

875.58 875.43

875.43

T/C 875.93

875.81

T/C 876.31

TC 875.91 M.E.T/C 876.41

TC 875.97 M.E.

TC 875.75 M.E.

TC 876.45 M.E.

T/C 875.53

875.16875.20

T/C 875.70

875.28

TC 875.78 M.E.

TC 875.40 M.E.T/C 875.66

875.64

T/C 876.14

875.99

876.21

876

T/C 875.93

875.64

T/C 876.14

T/C 875.81

875.31 875.14

T/C 875.64

874.92

TC 875.42 M.E.

875.65T/C 876.15

875.35

T/C 875.85

875.65

T/C 876.15

875.37

T/C 875.87

T/C 875.95

875.45 TC 875.81 M.E.

TC 875.91 M.E.

TC 876.10 M.E.

T/C 876.12875.62

TC 875.15 M.E.

TC 875.23 M.E.

876

876

876

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

1" = 10'NORTHWEST GRADING ENLARGEMENT PLAN1

1" = 10'SOUTHWEST GRADING ENLARGEMENT PLAN2

1" = 10'SOUTHEAST GRADING ENLARGEMENT PLAN3

GRADING ENLARGEMENTS

PROJECT NORTH

1" = 10'

C-4.1

Feet

0 10 20

REMOVE EXISTINGLINE STRIPING

REMOVE TIMBERRETAINING WALL (109 LF)

FULL DEPTH TREEREMOVAL

REMOVE LAWN AND TOPSOILTILL 12" BELOW EXISTINGPAVEMENT AND 18" OFADJACENT WEARING COURSEFOR BUTT JOINT(885 SF)

REMOVE TIMBERRETAINING WALL (109 LF)

FULL DEPTH TREEREMOVAL

REMOVE LIGHT POLE(SALVAGE TO OWNER)

REMOVE TIMBERRETAINING WALL (109 LF)

FULL DEPTH TREEREMOVAL

REMOVE LAWN AND TOPSOILTILL 12" BELOW EXISTINGPAVEMENT AND 18" OFADJACENT WEARING COURSEFOR BUTT JOINT(434 SF)

REMOVE LAWN AND TOPSOILTILL 12" BELOW EXISTINGPAVEMENT AND 18" OFADJACENT WEARING COURSEFOR BUTT JOINT(435 SF)

STANDARD DUTYASPHALT PAVEMENT

BF BF

NEW PARKING STALLLINE STRIPING(9' W X 18' L, TYP.)

2C-6.0

ASPHALT BUTT JOINT4C-6.0

STANDARD DUTYASPHALT PAVEMENT

2C-6.0

ASPHALT BUTT JOINT4

C-6.0

STANDARD DUTYASPHALT PAVEMENT

2C-6.0

ASPHALT BUTT JOINT4

C-6.0

12 E

QUAL

SPA

CES

@9'

WID

E(1

08.00

') V.I.F

.

TOPSOIL STRIPPING

PAVEMENT LINE STRIPING REMOVAL

UTILITY REMOVAL

STRUCTURE REMOVAL

FULL DEPTH TREE REMOVAL

EDGE OF BUTT JOINT

NEW PARKING SPACE LINE STRIPING

STANDARD DUTY ASPHALT PAVEMENT

LEGEND

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

MIAMI INN PARKING LOTIMPROVEMENTS

PROJECT NORTH

1" = 20'

C-5.0

Feet

0 20 40

SCALE: 1" = 20'SITE REMOVAL PLAN1 SCALE: 1" = 20'

LAYOUT AND MATERIALS PLAN2

NOTE:

1. EXISTING TOPOGRAPHIC SURVEY NOT AVAILABLE FOR MIAMI INN PARKING LOT AREA. FIELD VERIFY EXISTING CONDITIONS.2. SLOPE ALL NEW PAVEMENT TO DRAIN FOLLOWING THE EXISTING ADJACENT PAVEMENT SLOPES.

4"

2"

EXPANSION OR CONTROL JOINT, TYP.

BROOMING TO BE PERPENDICULAR TO PEDESTRIAN TRAFFIC.

TROWEL CONCRETE BORDER AT ALL EDGES AND JOINTS.

LIGHT BROOM FINISH

NOTE: THIS DETAIL APPLIES TO ALL CONCRETE PAVEMENT,INCLUDING 6 IN. CONCRETE PAVEMENT.

6" M

IN

SUBGRADE

3" - 5" NATURAL LIMESTONE RIP RAP

GEOTEXTILE FABRIC

PARKING GARAGE

SLOPE SUBGRADE @ 14" / FOOTAWAY FROM BUILDING

2"8"

2"

ASPHALT TOP COURSEASPHALT LEVELING COURSECOMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

3"8"

2" ASPHALT TOP COURSEASPHALT LEVELING COURSECOMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

1'-6"

OVERLAP ASPHALT LEVELINGCOURSE OF EXISTING PAVEMENTWITH ASPHALT TOP COURSE OFNEW PAVEMENT

SAWCUT EXISTING ASPHALTPAVEMENT TO FULL DEPTH

SAWCUT AND REMOVE 1-12" ASPHALT

SURFACE COURSE OF EXISTINGPAVEMENT. FIELD VERIFY DEPTH

EXISTING ASPHALTSURFACE COURSE

EXISTING AGGREGATEBASE COURSE EXISTING PAVEMENT NEW PAVEMENT

EXISTING ASPHALTLEVELING COURSE

6"6"

2"

WIDTH VARIES, SEE PLANS

MATCHEXISTING

3:1 MAX GRADESLOPE VARIES

3:1 MAX GRADE

MATCHEXISTING

CONCRETE WALK

6x6 6/6 42# /100 S.F.WELDED WIRE FABRIC

COMPACTEDAGGREGATE BASE

COMPACTED SUBGRADENOTES:1. CONSTRUCTION JOINTS: SURFACE OF

WALKS TO BE DIVIDED INTO EQUALLYSPACED BLOCKS @ SIDEWALKS' WIDTHSINTERVALS.

2. FINISH: BROOM FINISH WITH TOOLEDEDGE AND JOINTS.

3. STRENGTH: 4000 PSI 5% - 7% ENTRAINED

NOTES:1. AT 90° ANGLE POINTS IN THE CURB LINE,

PLACE EXPANSION JOINTS IN THE "LONGLEG" 18" FROM THE BACK OF CURB OF THE"SHORT LEG"

2. ALL REINFORCING #4 REBAR, CONTINUOUSBETWEEN EXPANSION JOINTS

9"7 8"

1'-2"

9"

4"

1'-6"

4"

5"

512" 13

4"

R2"

R2"

T/C (TOP OF CURB)ELEVATION GIVEN

ON PLANS 1"/FT SLOPE2"

2"8"

ASPHALT LEVELING COURSE

ASPHALT SURFACE COURSE

COMPACTED AGGREGATE BASE

SUBGRADE

1" RADIUS5"1"

1'-6"

12"6"

6"6"

2"

CONCRETE WALK

6x6 6/6 42# /100 S.F.WELDED WIRE FABRIC

COMPACTED AGGREGATE BASE

COMPACTED SUBGRADE

2"2"

8"

COMPACTED AGGREGATE BASE

ASPHALT LEVELING COURSE

ASPHALT SURFACE COURSE

1'-6"

NOTES:1. CONSTRUCTION JOINTS: SURFACE OF

WALKS TO BE DIVIDED INTO EQUALLYSPACED BLOCKS @ SIDEWALKS' WIDTHSINTERVALS.

2. FINISH: BROOM FINISH WITH TOOLEDEDGE AND JOINTS.

3. STRENGTH: 4000 PSI 5% - 7% ENTRAINED

6"

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

SCALE: 1"=1'STONE MULCH1 SCALE: 1" = 1'

ASPHALT PAVEMENT STANDARD DUTY2 SCALE: 1" = 1'ASPHALT PAVEMENT HEAVY DUTY3

SCALE: 1"=1'ASPHALT BUTT JOINT4 SCALE: 1"=1'

6 IN CONCRETE PAVEMENT5 SCALE: 1"=1'CONCRETE TROWEL & BROOM FINISH6

SCALE: 1"=1'CURB AND GUTTER7

SCALE: 1"=1'CURB WITHOUT GUTTER8

SCALE: 1"=1'FLUSH CURB9

SITE DETAILS

AS NOTED

C-6.0

JOINT SEALANT

TOP OF PAVEMENT

NOTE: BACKER ROD AND SEALANT PER MANUFACTURER'S RECOMMENDATIONS

FOAM BACKERROD

EXPANSION JOINTMATERIAL

1/4" CONTROL JOINT TO 1/4DEPTH OF PAVEMENT

COMPACTED SUBGRADE

COMPACTED AGGREGATE BASE

CONCRETE PAVEMENT

FINISH GRADE PER PLAN AND PROFILES

FINAL BACKFILL (GRANULAR FILL UNDER PAVED AREAS, GENERAL SITE FILL UNDER NON-PAVED AREAS)

SLOPE PER OSHA SAFETY STANDARDS

INITIAL BACKFILL (GRANULAR BACKFILL)

PIPE MATERIAL AND SIZE PER PLAN AND PROFILE

BEDDING COURSE (GRANULAR BEDDING)

UNDISTURBED SUBGRADE

KEYED NOTES

O.D. ≤ 12", W = 30"O.D. = 15" - 24", W = O.D.+18"O.D. = 30" - 36", W = O.D.+24"

DETAIL NOTES

W = MAX.TRENCH WIDTH

1'-0"

MIN.

4" MIN.

O.D.

(614) 766-4896Dublin, OH, 430166130 Wilcox RD.Site Lighting and Electrical Prater Engineering Associates, Inc.

SEALS AND SIGNATURES

KEY PLAN

DRAWING TITLE

PROJECT NUMBER

SCALE

DRAWING NUMBER

North Campus Garageand Miami Inn SurfaceParking Lot Renovations

MIAMI UNIVERSITYOXFORD, OHIO

Owner:

DATEREVISSUED FOR

201 DEPOT STREETSECOND FLOORANN ARBOR, MI 48104734.662.4457www.smithgroupjjr.com

ELECTRICAL ENGINEERING:

CIVIL ENGINEERING:

SCALE: 1"=1'SEALED EXPANSION JOINT10

SCALE: 1"=1'CONTROL JOINT11

SITE DETAILS

AS NOTED

C-6.1

NTS.UTILITY TRENCH13

NTS.CATCH BASIN14