2019-1206_C300 (DETLS) (1).pdf

C-3.0

SITE DETAILS

CONCRETE SIDEWALK

AASHTO M147 AGGREGATE

COMPACTED SUBGRADE

BROOM FINISH

5'-0" MIN. OR AS SHOWN ON PLAN

1/4" EXPANSION JOINT MATERIAL

2% CROSS SLOPE

UNLESS NOTED

OTHERWISE ON PLAN

TYPE A OR B

6x6 - W1.4xW1.4 WWF

4" THICK TYPE B 4,000 PSI

PER VA SPECIFICAITONS

AT ALL STRUCTURES

PER SPECIFICATIONS

NOTE:

1. SURFACE TO BE SEALED PER VA SPECIFICATIONS.

2. SLOPE OF SUBGRADE SHALL FOLLOW SAME SLOPE AS

PAVEMENT ABOVE AS NOTED ON GRADING PLAN.

6x6 - W1.4xW1.4 WWF

COMPACTED SUBGRADE-

EXPANSION JOINT

4" T"

TYPE B, 4,000 PSI PER VA

SPECIFICATIONS

1/2" PREMOLDED JOINT FILLER

HOLD BACK 1/2" FROM SURFACE.

PROVIDE BACKER ROD AND JOINT

SEALANT

GRANULAR WHERE DIRECTED

TO REPLACE SOFT AND

YIELDING SUBGRADE

T/

2" (PER CONC. PAVEMENT DETAIL)

AS SHOWN ON DRAWINGS; SAW CUT.

CONTROL JOINT - 5' O.C. MAX. OR

6x6 - W1.4xW1.4 WWF

1"

COMPACTED SUBGRADE

CONTROL JOINT

NOTES:

1. 1/2" PREMOLDED EXPANSION JOINT PER PER VA SPECIFICATIONS - 40' O.C. MAX. OR AS SHOWN

ON DRAWINGS AT ALL CURBS, WALKS, WALLS AND OTHER FIXED OBJECTS.

2. CONTROL JOINT - 5' 0.C. MAX. OR AS SHOWN ON DRAWINGS.

3. CROSS SLOPE AT 1/8" PER FOOT MIN. TO DRAIN.

4. USE EDGING TOOL AT PERIMETER.

5. SIDEWALK PER VA SPECIFICATIONS.

6. SURFACE TO BE SEALED PER VA SPECIDICATIONS.

7. SLOPE OF SUBGRADE SHALL FOLLOW SAME SLOPE AS PAVEMENT ABOVE AS NOTED ON

GRADING PLAN.

4" T"

T/ 2"

(PER CONC. PAVEMENT DETAIL)

PAVEMENT JOINTS

JOINT SEALANT

FOAM BACKER

ROD

LEVELING COURSE (4" MIN.)

AASHTO M147 AGGREGATE

TYPE A OR B

LEVELING COURSE (4" MIN.)

TYPE B, 4,000 PSI PER VA

SPECIFICATIONS

AASHTO M147 AGGREGATE

TYPE A OR B

LEVELING COURSE (4" MIN.)

TYPICAL TRENCH DETAIL

(FLEXIBLE PIPE)

BEDDING

PIPE COVER

9" MIN.

O.D.

24" MAX. 72" DIA. & LARGER

12" MAX. 24" DIA. & LESS.

15" MAX. 27" to 66" DIA.

PREMIUM OR REGULAR BACKFILL

1/4 PIPE DIAMETER

6" MIN. - 12" MAX.

DIAMETER

1/4 PIPE

COMPACTED SUBGRADE

NOTES:

LATERAL CONNECTIONS TO HAVE A MINIMUM BEDDING DEPTH OF 3" COARSE AGGREGATE.

PIPE COVER SHALL CONSIST OF COARSE INTERLOCKING AGGREGATE NO. 57, 6, 67, 68, 7, 78, OR 8.

BEDDING SHALL CONSIST OF COARSE INTERLOCKING AGGREGATE NO. 57, 6, 67, 68, 7, 78, OR 8 FOR 60" OR SMALLER

DIAMETER PIPE. FOR 66" OR LARGER DIAMETER PIPE NO. 4 AGGREGATE MAY ALSO BE USED.

PREMIUM BACKFILL SHALL CONSIST OF COARSE INTERLOCKING AGGREGATE NO. 57, 6, 67, 68, 7, 78, 8, ODOT ITEM 304, OR

LIMESTONE SCREENINGS.

TRENCH WIDTH AND CONCRETE CRADLE WIDTH SHALL BE O.D. OF PIPE PLUS 9" ON EACH SIDE OF PIPE.

FOR CONCRETE AND DUCTILE IRON PIPE, PIPE COVER IS TO THE SPRINGLINE OR GREATER.

IN PAVED AREAS COARSE INTERLOCKING AGGREGATE TO THE TOP OF THE TRENCH ON ALL TYPES OF PIPE.

CHIEF ENGINEER

PHILIP P. KIRK

440.243.3305 f Cleveland, OH 44130

440.243.2000 t 7850 Freeway Circle

Date:Revisions: AuthorChecker09/16/2020

Project Director

552-CSI-162

4100 WEST THIRD STREET,

DAYTON, OHIO 45428

SITE PREP FOR PET/CT

REPLACEMENT

109876541 2 3

CONSULTANT STAMPARCHITECT/ENGINEER OF RECORD Phase

109876541 2

F

E

D

C

B

A

F

E

D

C

B

U.S. Department of Veterans Affairs

Management and Facilities Construction

Office of

FULLY SPRINKLERED

BID & CONSTRUCTION

(REVISED)

6/

/2

:3 9:

P

M Fi le P at h

A

Approved:

Drawing Title

DrawnCheckedIssue Date

Location

Project Title

Drawing Number

Building Number

Project Number

12-12-201935% SUBMISSION

02-24-202065% SUBMISSION

03-31-202065% RE-SUBMISSION

05-08-201995% SUBMISSION

06-12-2020BID & CONSTRUCTION

07-13-2020BID & CONSTRUCTION (REVISED)

09-16-2020SOLE SOURCE REVISION

02-25-2021ADDENDUM #2

SEDIMENT POLLUTANT CONTROLS (GENERAL NOTES):

1. PERIMETER SEDIMENT CONTROLS (I.E. SEDIMENT TRAPS, SILT FENCE, COMPOST

SOCKS, COMPOST BERMS, ETC… SHALL BE IMPLEMENTED AS THE FIRST STEP OF

GRADING AND WITHIN SEVEN DAYS FROM THE START OF GRUBBING ANS SHALL

CONTINUE TO FUNCTION UNTIL UPSLOPE AREAS DRAINING TO THEM ARE PERMANENTLY

STABILIZED, OR AS DIRECTED BY THE DESIGNATED AUTHORITY.

2. NO EROSION AND SEDIMENT CONTROL BMP'S SHALL BE REMOVED FROM THE SITE

PRIOR TO ADEQUATE PERMANENT STABILIZATION OF THE ASSOCIATED UPLAND

DRAINAGE AREAS AND WITHOUT FIRST OBTAINING AUTHORIZATION FROM THE

DESIGNATED AUTHORITY, UNLESS THEIR REMOVAL IS SPECIFICALLY PROVIDED FOR

WITHIN THE SITE'S APPROVED PLAN.

3. THERE SHALL BE NO SEDIMENT-LADEN OR TURBID DISCHARGES TO WATER

RESOURCES OR WETLANDS RESULTING FROM DEWATERING ACTIVITIES. IF TRENCH OR

GROUNDWATER CONTAINS SEDIMENT, IT MUST PASS THROUGH A SEDIMENT TRAP OR

OTHER EQUALLY EFFECTIVE SEDIMENT CONTROL DEVICE, PRIOR TO BEING DISCHARGED

FROM THE CONSTRUCTION SITE. ALTERNATIVELY, SEDIMENT MAY BE REMOVED BY

SETTLING IN PLACE OR BY DEWATERING INTO A SUMP PIT, FILTER BAG OR COMPARABLE

PRACTICE. GROUND WATER DEWATERING WHICH DOES NOT CONTAIN SEDIMENT OR

OTHER POLLUTANTS IS NOT REQUIRED TO BE TREATED PRIOR TO DISCHARGE.

HOWEVER, CARE MUST BE TAKEN WHEN DISCHARGING GROUND WATER TO ENSURE

THAT IT DOES NOT BECOME POLLUTANT-LADEN BY TRAVERSING OVER DISTURBED SOILS

OR OTHER POLLUTANT SOURCES.

4. STREETS DIRECTLY ADJACENT TO CONSTRUCTION ENTRANCES AND RECEIVING

TRAFFIC FROM THE DEVELOPMENT AREA, SHALL BE CLEANED DAILY TO REMOVE

SEDIMENT TRACKED OFF-SITE. IF APPLICABLE, THE CATCH BASINS ON THESE STREETS

NEAREST TO THE CONSTRUCTION ENTRANCES SHALL ALSO BE CLEANED WEEKLY.

BASED ON SITE CONDITIONS, THE ENGINEER, OR HIS DESIGNATED REPRESENTATIVE,

MAY REQUIRE ADDITIONAL BEST MANAGEMENT PRACTICES TO CONTROL OFF-SITE

TRACKING OF DUST.

5. IT SHALL BE THE RESPONSIBILITY OF THE DEVELOPER, OR REPRESENTATIVE, TO

PROVIDE INSPECTION OF ALL CONTROLS ON THE SITE AT LEAST ONCE EVERY SEVEN

CALENDAR DAYS, AND WITHIN 24 HOURS AFTER ANY STORM EVENT GREATER THAN

ONE-HALF INCH OF RAIN PER 24 HOUR PERIOD. WHEN INPSECTIONS REVEAL THE NEED

FOR REPAIR, REPLACEMENT, OR INSTALLATION OF EROSION AND SEDIMENT CONTROL

BMP'S, THE FOLLOWING PROCEDURES SHALL BE FOLLOWED:

A. WHEN PRACTICES REQUIRE REPAIR OR MAINTENANCE: THE BMP SHALL

BE REPAIRED WITHIN 3 DAYS OF INSPECTION. EXCEPTION: SEDIMENT

PONDS SHALL BE REPAIRED OR MAINTAINED WITH 10 DAYS OF

INSPECTION.

B. WHEN PRACTICES FAIL TO PROVIDE THEIR INTENDED FUNCTION: A

MORE APPROPRIATE BMP SHALL BE SELECTED AND IMPLEMENTED

WITHIN 10 DAYS OF THE INSPECTION.

C. WHEN PRACTICES DEPICTED IN THE EROSION AND SEDIMENT CONTROL

PLAN ARE NOT INSTALLED: THE BMP SHALL BE INSTALLED WITHIN 10

DAYS OF THE INSPECTION. IF THE INSPECTION REVEALS THAT THE BMP

IS NOT NECESSARY, THE RECORD MUST CONTAIN AN EXPLANATION

FOR THE DECISION.

INSPECTION SHALL BE COMPLETED BY A QUALIFIED PROFESSIONAL IN EROSION AND

SEDIMENT CONTROL PRACTICES. SHOULD THE SITE BECOME DORMANT FOR AN

EXTENDED PERIOD OF TIME AND IS STABILIZED, OR RUNOFF IS UNLIKELY DUE TO

WEATHER CONDITIONS FOR EXTENDED PERIODS OF TIME (E.G., FROZEN GROUND) A

REDUCTION TO MONTHLY INSPECTIONS MAY BE GRANTED.

6. ALL EROSION AND SEDIMENT CONTROL PRACTICES SPECIFIED ON THIS PLAN

SHALL CONFORM WITH THE DETAILS AND SPECIFICATIONS OUTLINED IN THE CURRENT

VERSION OF THE OHIO DEPARTMENT OF NATURAL RESOURCES, "RAINWATER AND LAND

DEVELOPMENT" MANUAL, OR AS SPECIFIED BY THE ENGINEER, OR DESIGNATED

REPRESENTATIVE.

7. EROSION AND SEDIMENT CONTROL PRACTICES NOT ALREADY SPECIFIED ON THIS

PLAN MAY BE NECESSARY DUE TO UNFORESEEN ENVIRONMENTAL CONDITIONS AND/OR

CHANGES IN DRAINAGE PATTERNS CAUSED BY EARTH-MOVING ACTIVITY. ADDITIONAL

PRACTICES SHALL BE IMPLEMENTED AT THE DEVELOPER'S EXPENSE AS DIRECTED BY

THE ENGINEER, OR DESIGNATED REPRESENTATIVE.

8. NO STRUCTURAL SEDIMENT CONTROLS (SILT FENCE, SEDIMENT TRAPS, ETC.)

SHALL BE USED IN A WATER RESOURCE OR WETLAND, UNLESS THEIR USE IS

SPECIFICALLY PROVIDED FOR WITHIN THE SITE'S APPROVED PLAN.

9. SOIL STOCKPILES, TOPSOIL OR OTHERWISE, SHALL BE SITUATED AWAY FROM

STREETS, SWALES, OR OTHER WATERWAYS AND SHALL BE SEEDED AND/OR MULCHED

IMMEDIATELY.

10. ON-SITE PERSONNEL SHALL TAKE ALL NECESSARY MEASURES TO COMPLY WITH

APPLICABLE REGULATIONS REGARDING FUGITIVE DUST EMISSIONS, INCLUDING

OBTAINING NECESSARY PERMITS FOR SUCH EMISSIONS. THE ENGINEER, OR

DESIGNATED REPRESENTATIVE, MAY REQUIRE DUST CONTROLS INCLUDING, BUT NOT

LIMITED TO, THE USE OF WATER TRUCKS TO WET DISTURBED AREAS, TAPPING

STOCKPILES, TEMPORARY STABILIZATION OF DISTURBED AREAS, AND REGULATION OF

THE SPEED OF VEHICLES ON THE SITE.

11. ANY DISTURBED AREA NOT PAVED, SODDED, OR BUILT UPON SHALL HAVE A

MINIMUM OF 80% UNIFORM VEGETATIVE COVER PRIOR TO FINAL INSPECTION AND, IN THE

OPINION OF THE ENGINEER OR DESIGNATED REPRESENTATIVE, WILL BE MATURE

ENOUGH TO CONTROL EROSION SATISFACTORILY AND SURVIVE SEVERE WEATHER.

12. THE APPLICANT SHALL MAINTAIN FOR 3 YEARS FOLLOWING FINAL STABILIZATION,

THE RESULTS OF THESE INSPECTIONS, THE NAMES AND QUALIFICATIONS OF

PERSONNEL MAKING THE INSPECTIONS, THE DATES OF INSPECTIONS, MAJOR

OBSERVATIONS RELATING TO THE IMPLEMENTATION OF THE EROSION & SEDIMENT

CONTROL PLAN, A CERTIFICATION AS TO WHETHER THE FACILITY IS IN COMPLIANCE

WITH THE EROSION & SEDIMENT CONTROL PLAN, AND INFORMATION ON ANY INCIDENTS

OF NON-COMPLIANCE DETERMINED BY THESE INSPECTIONS.

NON-SEDIMENT POLLUTANT CONTROLS (GENERAL NOTES):

1. ALL SANITARY WASTE SHALL BE COLLECTED FROM PORTABLE UNITS A MINIMUM OF ONE TIME PER WEEK BY A LICENSED

SANITARY WASTE MANAGEMENT CONTRACTOR, AS REQUIRED BY LOCAL REGULATION.

2. THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ON SITE DURING THE CONSTRUCTION PROJECT:

A. AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.

B. ALL MATERIALS STORED ON SITE WILL BE STORED IN A NEAT, ORDERLY MANNER, IN THEIR APPROPRIATE

CONTAINERS, AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.

C. PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE MANUFACTURER'S LABEL. SUBSTANCES

WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE MANUFACTURER.

D. WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE CONTAINER.

E. THE MANUFACTURER'S RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.

F. THE SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL OF MATERIALS ON SITE.

3. IN ADDITION TO PREVIOUS NOTES, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL PREVENTION AND CLEAN-UP:

A. CONTRACTOR MUST CONTACT OHIO EPA AT 1-800-282-9378, THE LOCAL FIRE DEPARTMENT, AND THE LOCAL

EMERGENCY PLANNING COMMITTEE (LEPC) WITHIN 30 MINUTES OF A SPILL 25 GALLONS OR GREATER.

B. MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEAN-UP WILL BE POSTED AND SITE PERSONNEL MADE AWARE OF THE PROCEDURES AND THE LOCATION OF THE INFORMATION AND CLEAN-UP SUPPLIES.

C. MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL STORAGE AREA ON SITE. EQUIPMENT AND MATERIALS WILL INCLUDE, BUT NOT LIMITED TO: BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOFFLES, CAT LITTER, SAND, SAWDUST, AND PLASTIC AND METAL TRASH CONTAINERS SPECIFICALLY

DESIGNATED FOR THIS PURPOSE.

D. ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.

E. THE SPILL AREA WILL BE KEPT WELL-VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE PROTECTIVE

CLOTHING TO PREVENT INJURY FROM CONTACT WITH A HAZARDOUS SUBSTANCE.

F. SPILLS OF TOXIC OR HAZARDOUS MATERIALS WILL BE REPORTED TO THE APPROPRIATE STATE OR LOCAL

GOVERNMENT AGENCY, REGARDLESS OF SIZE.

G. THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS TYPE OF SPILL FROM REOCCURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.

H. THE SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY OPERATIONS WILL BE THE SPILL PREVENTION AND CLEANUP COORDINATOR. THEY WILL DESIGNATE SITE PERSONNEL WHO WILL RECEIVE SPILL PREVENTION AND CLEANUP TRAINING. THESE INDIVIDUALS WILL EACH BECOME RESPONSIBLE FOR A PARTICULAR PHASE OF PREVENTION AND CLEANUP. THE NAMES OF RESPONSIBLE SPILL PERSONNEL WILL BE POSTED IN THE MATERIAL

STORAGE AREA AND IN THE OFFICE TRAILER ON SITE.

ALLOW EASY

MOVEMENT OF

UNIT WITH GRATE

TO ENCLOSE GRATE

CLOSURE

WOVEN MONOFILAMENT

IP

STANDARD FABRIC IS A

FLAP FOLDS OVER

GRATE

DANDY BAG

DANDY BAG

LIFTING STRAPS

INLET PROTECTION IN EXISTING PAVEMENT

INSTALLATION

3. ROLL THE GRATE OVER SO THAT THE OPEN END IS UP

2. PLACE THE DANDY BAG OVER THE GRATE

4. PULL UP THE SLACK

1. STAND THE GRATE ON END

THE PATENTED DANDY BAG IS DESIGNED FOR USE WITH

FLAT GRATES (INCLUDING ROUND) AND MOUNTABLE CURBS TO

DETAIN SEDIMENT-LADEN STORM WATER. THE SUSPENDED

SOLIDS ARE ALLOWED TO SETTLE OUT OF THE SLOWED FLOW

PRIOR TO ENTERING THE DANDY BAG.

GRATE VELCRO

MAINTENANCE

INLET INSPECTION

TO INSPECT INLET, REMOVE DANDY BAG WITH GRATE INSIDE,

INSPECT CATCH BASIN AND REPLACE DANDY BAG BACK

INTO GRATE FRAME.

TO INSURE PROPER OPERATION REMOVE SILT, SEDIMENT, AND

DEBRIS FROM THE SURFACE AND THE VICINITY OF THE UNIT

WITH A SQUARE POINT SHOVEL OR STIFF BRISTLE BROOM AWAY

FROM ENVIRONMENTALLY SENSITIVE AREAS AND WATERWAYS

IN MANNER SATISFACTORY TO THE ENGINEER/INSPECTOR.

REMOVE FINE MATERIAL FROM INSIDE DANDY BAG AS

NEEDED. DISPOSE OF DANDY BAG NO LONGER IN USE AT

AN APPROPRIATE RECYCLING OR SOLID WASTE FACILITY.

8. HOLDING THE HANDLES, CAREFULLY PLACE THE

DANDY BAG WITH THE GRATE INSERTED INTO THE

CATCH BASIN FRAME

7. BE SURE THAT THE END OF THE GRATE IS COMPLETELY

COVERED BY THE FLAP OR THE DANDY BAG WILL NOT

WORK PROPERLY

6. PRESS THE VELCRO STRIPS TOGETHER

5. TUCK THE FLAP IN

ER-35N.T.S.

CONCRETE WASHOUT PIT DETAIL

10'

MIN. SANDBAG

AA

PLAN

LATH & FLAGGING

ON ALL SIDES

BERM

10 MIL

PLASTIC

LINING

10 MIL

PLASTIC LINING

BERM

SANDBAG

SECTION A-A

10'

MIN.

B B

PLAN

10 MIL

PLASTIC LINING

TWO-STACKED

2 X 12 ROUGH

WOOD FRAME

STAKE

(TYP)

10 MIL

PLASTIC LINING

WOOD FRAME SECURELY FASTENED

AROUND ENTIRE PERIMETER WITH

TWO STAKES

SECTION A-A

10'

MIN. STAKE (TYP.)

BB

STRAW BALE

(TYP.)

10 MIL

PLASTIC LINING PLAN

2"

1/8" DIA.

STEEL WIRE

STAPLE DETAIL

SECTION B-B

10 MIL

PLASTIC

LINING

STAPLES

(2 PER BALE) BINDING

WIRE

STRAW BALE

(TYP.)

WOOD OR METAL

STAKES (TWO PER

BALE)

NATIVE MATERIAL

(OPTIONAL)

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