North Campus Parking Garage

NORTH CAMPUS GARAGE AND MIAMI INN
SURFACE PARKING LOT RENOVATIONS
ISSUED FOR BIDS
JULY 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 UNIVERSITY
NORTH CAMPUS
OXFORD, OH
N
PROJECT LOCATION
APPROXIMATE LIMIT OF CAMPUS
ENGINEERING
BUILDING
N
APPROXIMATE
PROJECT 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
PEARSON
HALL
PSYCHOLOGY
BU8ILDING
BENTON
HALL
NORTH CAMPUS
GARAGE
MCKIE FIELD
AT
HAYDEN PARK
SWING
HALL
UNIVERSITY ARCHIVES
AND
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) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
Site Lighting and Electrical
Prater Engineering Associates, Inc.
SEALS AND SIGNATURES
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
and Miami Inn Surface
Parking Lot Renovations
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
ELECTRICAL ENGINEERING:
CIVIL ENGINEERING:
EXISTING CONDTIONS PLAN
SITE SURVEY
PROJECT NORTH
1" = 20'
V-1.0
Feet
0 20 40
LEGEND

876
876
877
878
876
875
875
875
876
876
876
876
876
876
877
STORM SEWER INLET SILT SACK, TYP.
STORM SEWER INLET
SILT SACK, TYP.
STORM SEWER INLET
SILT SACK, TYP.
STORM SEWER INLET
SILT SACK, TYP.
STORM SEWER INLET
SILT SACK, TYP.
EROSION EELS, TYP.
EROSION EELS, TYP.
EROSION EELS, TYP.
CONCRETE WASTE
MANAGEMENT
EROSION EELS, TYP.
EROSION EELS, TYP.
CONSTRUCTION
ACCESS ROAD
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'
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 DETAILS
RELATED TO EROSION CONTROL MEASURES DEPICTED ON THIS
DRAWING.
2. CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED PRIOR TO
BEGINNING WORK.
3. ACCESS TO AND FROM THE EXISTING PARKING GARAGE SHALL BE
MAINTAINED THROUGHOUT CONSTRUCTION. TEMPORARY
CLOSURES WILL ONLY BE ALLOWED AS COORDINATED WITH, AND
APPROVED BY OWNER.
4. SITE SIGNAGE SHALL CONFORM TO MANUAL OF UNIFORM TRAFFIC
CONTROL DEVICES,(MUTCD) LATEST EDITION.
870
870
S1
C-1.2
S2
C-1.2
S3
C-1.2
S5
C-1.2
S4
C-1.2
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
STORMWATER POLLUTION
PREVENTION 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 REMOVE
MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES AND SHALL
BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL BE
PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP
9-03.
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 TO
REMOVE MOST, IF NOT ALL, METAL COMPONENTS. THE RUBBER SHALL BE DERIVED FROM RECYCLED TIRES
AND SHALL BE SHREDDED TO PRODUCE A MAXIMUM PARTICLE SIZE OF +/- 3/4 INCH. THE WOOD CHIPS SHALL
BE PRODUCED FROM HARDWOOD TREES AND SHALL CONFIRM TO AASHTO CERTIFICATION SPECIFICATION MP
9-03. 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 FILTER
MATERIALS 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 THE
RUNOFF.
5. EROSION EELS™ SHALL BE INSTALLED ALONG THE GROUND CONTOUR, AT THE TOE OF SLOPES, AT AN ANGLE TO
THE CONTOUR TO DIRECT FLOW AS A DIVERSION BERM, AROUND INLET STRUCTURES, IN A DITCH AS A CHECK DAM
TO HELP REDUCE SUSPENDED SOLIDS LOADING AND RETAIN SEDIMENT, OR AS A GENERAL FILTER FOR ANY
DISTURBED 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 AND
ASPHALT 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 SEATING
OF EELS™ IN PLACE.
10. FOR LOCATIONS WHERE EELS™ WILL BE PLACED IN CONCENTRATED FLOWS (SUCH AS CHECK DAMS, INLET
PROTECTION) AND FOR PERIMETER CONTROLS AT PRIMARY DISCHARGE LOCATIONS, BED THE EELS™ IN A FLOCMAT
CRADLE 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 THE
OVERLAP 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 REPLACEMENT
WITH 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 COATED
WITH A WEATHER-RESISTANT PAINT FOR STEEL APPLICATION. POSTS SHOULD BE EQUIPPED WITH A METAL ANCHOR
PLATE. 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 BE
EMBEDDED A MINIMUM OF 2 FT INTO GROUND.
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
PARKING LOT SWPPP
NOTES
NO SCALE
C-1.1

10'-0" MAX
18"MIN
ELEVATION
6"
6"
18"MIN
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 A
TIGHT 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 LENGTH
LENGTH OF STABILIZED ROAD
50' MINIMUM LENGTH
LENGTH OF STABILIZED ROAD
1
2
3
4
4
1
2
3
2
PLAN VIEW
ELEVATION
25'
WIDTH
MIN.
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 JOIN
TIGHTLY WITH JUNCTION WRAP (PER BUTT
JOINT 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 OF
EEL 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 WIRE10 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) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
NTS.
SILT FENCE
S1
1" = 1'
CONSTRUCTION ACCESS ROAD
S2
NTS.
EROSION EELS
S4
NTS.
STORM SEWER INLET SILT SACK
S3
NTS.
CONSTRUCTION WASTE MANAGEMENT
S5
PARKING LOT SWPPP
DETAILS
AS NOTED
C-1.2

FULL DEPTH
PAVEMENT 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.
APPROVED BY OWNER.
4. SALVAGE EXISTING LIGHT POLES,LUMINARIES, AND EXISTING
SIGNAGE TO OWNER.
5. SAWCUT PAVEMENT AT NEAREST EXISTING JOINT. ALL SAWCUT
SECTIONS ARE TO PENETRATE THE STREET 2'.
6. SALVAGE ATM AND RETURN TO OWNER.
APPROVED BY OWNER.
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)
(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 EXISTING
AREAWAY
STRIP TOPSOIL
REMOVE ATM AND CONCRETE PAD
(SEE NOTE 6)
SALVAGE EXISTING ELECTRONIC SIGN TO OWNER
(SEE NOTE 4)
INLET PROTECTION
(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.
2.00'
49.55'
6.28'
6.42'
38.23'
39.82'
STORM SEWER REMOVAL
ABANDONED STORM SEWER REMOVAL
6' HIGH CONSTRUCTION FENCE
2 X 6" HIGH BY 10' WIDE
CONSTRUCTION SWING GATES
6' HIGH CONSTRUCTION FENCE
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
PARKING LOT DEMOLITION
PLAN
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 CURB W/ GUTTER, TYP.
SEEDED LAWN
STONE MULCH
PROTECT EXISTING AREAWAY
BUTT JOINT, TYP.
BUTT JOINT (TYP.)
BUTT JOINT (TYP.)
SIGN TYPE B, TYP.
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'
8.00'
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'
24.00'8.50'
43.98'
R4.00'
ASPHALT PAVEMENT HEAVY DUTY
SIGN TYPE C, TYP.
(DIRECTING TRAFFIC NORTH)SIGN TYPE B, TYP.
45°0''
45°0''
4
C-6.0
4
C-6.0
4
C-6.0
SOUTHWEST LAYOUT ENLARGEMENT PLAN
NORTHWEST LAYOUT ENLARGEMENT PLAN
SOUTHEAST ENLARGEMENT PLAN
E. WITHROW ST.
LIGHTPOLE, TYP.
(SEE ELECTRICAL SITE PLAN)
6.83'
ALIGN JOINTS W/ ADJACENT SIDEWALK, V.I.F.
SEEDED LAWN
6.41'
R15.00'
R39.00'
3
C-3.1
1
C-3.1
17.00'
9.00'
2
C-3.1
FLUSH CURB
CONCRETE PAVEMENT
SEEDED LAWN
STONE MULCH
ODOT TYPE 2 STANDARD CURB W/
GUTTER
ODOT TYPE 7 STANDARD CURB W/O
GUTTER
FLUSH CURB
CURB TRANSITION
BARRIERFREE PAVEMENT MARKING
SIGNAGE (SEE NOTE 2)
SIGN TYPE A = BARRIER FREE
SIGN 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
APPROVED BY OWNER.
3. ALL PAVEMENT MARKINGS RELATED TO BARRIERFREE PARKING
STALLS SHALL BE BLUE. ALL OTHER PAVEMENT MARKINGS SHALL
BE WHITE.
4. ALL DIMENSIONS ARE TO FACE OF CURB.
5. RESTORE PARKING GARAGE EXIT/ENTRY DRIVE PAVEMENT
SECTIONS AS NEEDED FOR INSTALLATION OF ELECTRICAL WIRING
FOR NEW SITE LIGHTING.
2
C-6.0
PARKING SUMMARY
58 EXISTING PARKING SPACES
128 PROPOSED PARKING SPACES
-5 BARRIERFREE SPACES INCLUDING 1 VAN ACCESSABLE
SPACE
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
5
C-6.0
3
C-6.0
1
C-6.0
7
C-6.0
6
C-6.0
8
C-6.0
9
C-6.0
11
C-6.1
10
C-6.1
V.I.F.
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
PARKING LOT MATERIALS
LAYOUT PLAN
PROJECT NORTH
1" = 20'
C-3.0
Feet
0 20 40

CONCRETE PAVEMENT
HEAVY DUTY ASPHALT
STONE MULCH
BUTT JOINT
SIGN TYPE B, TYP.
STANDARD DUTY ASPHALT
R15.00' TO F/C
R39.00'TOF/C
24.90'TOF/C(MIN.)
MEET EXISTING CURB TO REMAIN
1
C-6.0
END CONCRETE CURB W/O GUTTER
BEGIN CONCRETE CURB W/ GUTTER
SIGN TYPE B, TYP.
CONCRETE CURB W/O GUTTER
CONCRETE CURB W/ GUTTER
STONE MULCH
BUTT JOINT
R4.50'
R15.00'
R39.00'TOF/C
12.00'TOF/C12.00'TOF/C
PAVEMENT MARKING
SIGN TYPE B, TYP.
SIGN TYPE B, TYP.
1
C-6.0
PARKING GARAGE EXIT DRIVE
SIGN TYPE C, TYP.
LIGHT POLE, TYP.
(SEE ELECTRICAL PLAN)
CONCRETE CURB W/O GUTTER
CONCRETE CURB W/ GUTTER
CONCRETE PAVEMENT
SIGN TYPE A, TYP.
CONCRETE PAVEMENT
SEEDED LAWNEXISTING CURB TO REMAIN
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'
CURB
TRANSITION
CURB
TRANSITION
TOOLED CONTROL JOINT, TYP.
9
C-6.0
SIGN TYPE A-1, TYP.
5.00'9.00'
PARKING GARAGE ENTRY DRIVE
E. WITHROW ST.
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
SCALE: 1"= 10'
NORTHWEST LAYOUT ENLARGEMENT PLAN
1
SCALE: 1"= 10'
SOUTHWEST LAYOUT ENLARGEMENT PLAN
2
SCALE: 1"= 10'
SOUTHEAST LAYOUT ENLARGEMENT PLAN
3
PARKING LOT MATERIAL
LAYOUT ENLARGEMENTS
PROJECT NORTH
1" = 10'
C-3.1
Feet
0 10 20

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 FIELD
VERIFIED
3. PROPOSED FIELD INVERT MAY VARY, BASED ON PREVIOUS FILED
VERIFICATIONS OF EXISTING INVERTS AND RIM ELEVATIONS
4. REMOVE EXISTING PIPE; PATCH HOLE AND CORE NEW HOLE FOR
PROPOSED PIPE.
5. EXISTING STORM SEWER STRUCTURES SHALL BE FIELD VERIFIED
AS TO NOT HAVE THEM INTERFERE WITH THE PROPOSED ASPHALT
PAVING. ADJUST STRUCTURES AS NECESSARY TO MEET PROPOSED
ELEVATIONS.
APPROVED BY OWNER.
1
C1.0
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
875.16
875.28
875.64
874.75
875.64
875.31
875.65
875.65
875.37
876.11
875.34
875.53
875.63
876.22877.94
878.12
878.65
877.59
876.65
T/C 875.93
T/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 875.87
T/C 876.15
T/C 876.15
T/C 875.81
T/C 876.14
T/C 875.25
T/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 CB
PR RIM 874.84 (SEE NOTE 5)
EX RIM 875.11 (SEE NOTE 1)
EX CB
12" IE 871.39 N (SEE NOTE 2)
PR CB - 1
RIM 875.30
12" IE 870.33 NE (SEE NOTE 3)
12" IE 870.23 SW
PR CB - 2
RIM 874.96
12" IE 870.96 SW (SEE NOTE 3)
PR CB - 3
RIM 875.40
12" IE 871.40 S (SEE NOTE 3)
127 LF 12"
RCP STORM SEWER
@ 0.5%
25 LF
12" RCP STORM SEWER
@ 0.5% MIN
EXISTING STORM
STRUCTURE
SOUTHEAST GRADING ENLARGEMENT PLAN
NORTHWEST GRADING ENLARGEMENT PLAN
SOUTHWEST GRADING ENLARGEMENT PLAN
EX CB
12" IE 871.30 E (SEE NOTE 2)
18" IE 864.12 NW
12" IE 871.30 N
74 LF 12"
RCP STORM SEWER
@ 0.5%
(SEE NOTE 4)
EX CB
12" IE 869.86 NE (SEE NOTE 2)
24" IE 862.43 NW
18" IE 862.67 SE
24" IE 868.25 SW
15" IE 863.33 S
3
C-4.1
1
C-4.1
2
C-4.1
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
PARKING LOT GRADING
AND 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
875.16
875.20
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.
875.65
T/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 876.12
875.62
TC 875.15 M.E.
TC 875.23 M.E.
876
876
876
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
1" = 10'
NORTHWEST GRADING ENLARGEMENT PLAN
1
1" = 10'
SOUTHWEST GRADING ENLARGEMENT PLAN
2
1" = 10'
SOUTHEAST GRADING ENLARGEMENT PLAN
3
GRADING ENLARGEMENTS
PROJECT NORTH
1" = 10'
C-4.1
Feet
0 10 20

REMOVE EXISTING
LINE STRIPING
REMOVE TIMBER
RETAINING WALL (109 LF)
FULL DEPTH TREE
REMOVAL
REMOVE LAWN AND TOPSOIL
TILL 12" BELOW EXISTING
PAVEMENT AND 18" OF
ADJACENT WEARING COURSE
FOR BUTT JOINT
(885 SF)
REMOVE TIMBER
FULL DEPTH TREE
REMOVAL
REMOVE LIGHT POLE
(SALVAGE TO OWNER)
REMOVE TIMBER
FULL DEPTH TREE
REMOVAL
PAVEMENT AND 18" OF
FOR BUTT JOINT
(434 SF)
PAVEMENT AND 18" OF
FOR BUTT JOINT
(435 SF)
STANDARD DUTY
ASPHALT PAVEMENT
BF BF
NEW PARKING STALL
LINE STRIPING
(9' W X 18' L, TYP.)
2
C-6.0
ASPHALT BUTT JOINT
4
C-6.0
STANDARD DUTY
ASPHALT PAVEMENT
2
C-6.0
ASPHALT BUTT JOINT
4
C-6.0
STANDARD DUTY
ASPHALT PAVEMENT
2
C-6.0
ASPHALT BUTT JOINT
4
C-6.0
12EQUALSPACES@9'WIDE
(108.00')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) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
MIAMI INN PARKING LOT
IMPROVEMENTS
PROJECT NORTH
1" = 20'
C-5.0
Feet
0 20 40
SCALE: 1" = 20'
SITE REMOVAL PLAN
1 SCALE: 1" = 20'
LAYOUT AND MATERIALS PLAN
2
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"MIN
SUBGRADE
3" - 5" NATURAL LIMESTONE RIP RAP
GEOTEXTILE FABRIC
PARKING GARAGE
SLOPE SUBGRADE @ 1
4" / FOOT
AWAY FROM BUILDING
2"8"2"
ASPHALT TOP COURSE
ASPHALT LEVELING COURSE
COMPACTED AGGREGATE BASE
COMPACTED SUBGRADE
3"8"2"
ASPHALT TOP COURSE
COMPACTED SUBGRADE
1'-6"
OVERLAP ASPHALT LEVELING
COURSE OF EXISTING PAVEMENT
WITH ASPHALT TOP COURSE OF
NEW PAVEMENT
SAWCUT EXISTING ASPHALT
PAVEMENT TO FULL DEPTH
SAWCUT AND REMOVE 1-1
2" ASPHALT
SURFACE COURSE OF EXISTING
PAVEMENT. FIELD VERIFY DEPTH
EXISTING ASPHALT
SURFACE COURSE
EXISTING AGGREGATE
BASE COURSE EXISTING PAVEMENT NEW PAVEMENT
EXISTING ASPHALT
LEVELING COURSE
6"6"
2"
WIDTH VARIES, SEE PLANS
MATCH
EXISTING
3:1 MAX GRADE
SLOPE VARIES
3:1 MAX GRADE
MATCH
EXISTING
CONCRETE WALK
6x6 6/6 42# /100 S.F.
WELDED WIRE FABRIC
COMPACTED
AGGREGATE BASE
COMPACTED SUBGRADENOTES:
1. CONSTRUCTION JOINTS: SURFACE OF
WALKS TO BE DIVIDED INTO EQUALLY
SPACED BLOCKS @ SIDEWALKS' WIDTHS
INTERVALS.
2. FINISH: BROOM FINISH WITH TOOLED
EDGE AND JOINTS.
3. STRENGTH: 4000 PSI 5% - 7% ENTRAINED
NOTES:
1. AT 90° ANGLE POINTS IN THE CURB LINE,
PLACE EXPANSION JOINTS IN THE "LONG
LEG" 18" FROM THE BACK OF CURB OF THE
"SHORT LEG"
2. ALL REINFORCING #4 REBAR, CONTINUOUS
BETWEEN EXPANSION JOINTS
9"
7
8
"
1'-2"
9"
4"
1'-6"
4"
5"
51
2" 13
4"
R2"
R2"
T/C (TOP OF CURB)
ELEVATION GIVEN
ON PLANS 1"/FT SLOPE
2"2"8"
ASPHALT SURFACE COURSE
SUBGRADE
1" RADIUS5"
1"
1'-6"
1
2"
6"
6"6"
2"
CONCRETE WALK
6x6 6/6 42# /100 S.F.
WELDED WIRE FABRIC
COMPACTED SUBGRADE
2"2"8"
ASPHALT SURFACE COURSE
1'-6"
NOTES:
1. CONSTRUCTION JOINTS: SURFACE OF
WALKS TO BE DIVIDED INTO EQUALLY
SPACED BLOCKS @ SIDEWALKS' WIDTHS
INTERVALS.
2. FINISH: BROOM FINISH WITH TOOLED
EDGE AND JOINTS.
3. STRENGTH: 4000 PSI 5% - 7% ENTRAINED
6"
(614) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
SCALE: 1"=1'
STONE MULCH
1
SCALE: 1" = 1'
2 SCALE: 1" = 1'
3
SCALE: 1"=1'
ASPHALT BUTT JOINT
4 SCALE: 1"=1'
6 IN CONCRETE PAVEMENT
5 SCALE: 1"=1'
CONCRETE TROWEL & BROOM FINISH
6
SCALE: 1"=1'
CURB AND GUTTER
7
SCALE: 1"=1'
CURB WITHOUT GUTTER
8
SCALE: 1"=1'
FLUSH CURB
9
SITE DETAILS
AS NOTED
C-6.0

JOINT SEALANT
TOP OF PAVEMENT
NOTE: BACKER ROD AND SEALANT PER
MANUFACTURER'S RECOMMENDATIONS
FOAM BACKER
ROD
EXPANSION JOINT
MATERIAL
1/4" CONTROL JOINT TO 1/4
DEPTH OF PAVEMENT
COMPACTED SUBGRADE
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) 766-4896
Dublin, OH, 43016
6130 Wilcox RD.
KEY PLAN
DRAWING TITLE
PROJECT NUMBER
SCALE
DRAWING NUMBER
North Campus Garage
MIAMI UNIVERSITY
OXFORD, OHIO
Owner:
DATEREVISSUED FOR
201 DEPOT STREET
SECOND FLOOR
ANN ARBOR, MI 48104
734.662.4457
CIVIL ENGINEERING:
SCALE: 1"=1'
10
SCALE: 1"=1'
CONTROL JOINT
11
SITE DETAILS
AS NOTED
C-6.1
NTS.
UTILITY TRENCH
13
NTS.
CATCH BASIN
14

North Campus Parking Garage

Recomendados

Recomendados

Mais conteúdo relacionado

Mais procurados

Mais procurados (11)

Semelhante a North Campus Parking Garage

Semelhante a North Campus Parking Garage (20)

North Campus Parking Garage