2Civil.pdf

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BENCH MARKS

UTILITY NOTES

ABBREVIATIONS

SURVEYOR'S NOTES

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N T

R A

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LEGEND

SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST ST ST ST

12"

HDPE

ST

ST

ST ST

ST

ST

SA

N

SA

N

ST

ST

ST

ST

ST

ST

ST

ST

STST

ST

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E E

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W

W W W W W W W

W W W W W W W

W W

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E E E E E E E

E

E E

E E

EXISTING CONDITIONS IN THIS AREA WERE TAKEN FROM

AVAILABLE PUBLIC INFORMATION. A BOUNDARY AND/OR

TOPOGRAPHIC SURVEY WAS NOT COMPLETED. INFORMATION

IN THIS AREA HAS LIMITED ACCURACY AND IS NOT TO SCALE.

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

552-20-104VA Building 340, 341

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

Project Title

Location

Issued Date Checked Drawn

DLM TSM12/08/2020

4100 WEST THIRD STREET, DAYTON, OH 45428

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

Revisions Date

3030 West Streetsboro Road Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

Thorson Baker Associates+

C GO N S U L T I N E SN G I N E E R

PHILIP P. KIRK

CHIEF ENGINEERCONSTRUCTION - ISSUED FOR BID 2/09/2021

LEGEND

ASPHALT & BASE TO BE REMOVED

CONCRETE TO BE REMOVED

UTILITY TO BE REMOVED

6' HT CHAIN LINK CONSTRUCTION FENCE CONTRACTOR

TO DETERMINE FINAL LOCATION OF FENCE AND GATES

KEY NOTES

SAWCUT

REMOVE CONCRETE CURB

REMOVE WALL INCLUDING FOUNDATION

DEMOLITION

PLAN

1" = 20'

CD-100

DEMOLITION PLAN

CONTRACTOR

ACCESS - PHASE 1

CONTRACTOR ACCESS PHASES 2

& 3 (LONG-TERM STAFF ACCESS)

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PROPOSED

BUILDING ADDITION

FF = 973.11

EXISTING CONDITIONS IN THIS AREA WERE TAKEN FROM

AVAILABLE PUBLIC INFORMATION. A BOUNDARY AND/OR

TOPOGRAPHIC SURVEY WAS NOT COMPLETED. INFORMATION

IN THIS AREA HAS LIMITED ACCURACY AND IS NOT TO SCALE.

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

552-20-104VA Building 340, 341

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

Project Title

Location

Issued Date Checked Drawn

DLM TSM12/08/2020

4100 WEST THIRD STREET, DAYTON, OH 45428

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

Revisions Date

3030 West Streetsboro Road Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

Thorson Baker Associates+

C GO N S U L T I N E SN G I N E E R

PHILIP P. KIRK

CHIEF ENGINEERCONSTRUCTION - ISSUED FOR BID 2/09/2021

LEGEND

PROPOSED STANDARD DUTY

CONCRETE PAVEMENT

KEY NOTES

LANDSCAPE AREA. LAWN TO MATCH EXISTING.

MEET AND MATCH EXISTING PAVEMENT1

GEOMETRIC

PLAN

1" = 20'

GEOMETRIC PLAN

CAST-IN-PLACE WALL. SEE ARCHITECTURAL &

STRUCTURAL PLANS.

SEGMENTED RETAINING WALL. MEET & MATCH

EXISTING RETAINING WALL ALIGNMENT & ELEVATION.

SEE DETAIL ON SHEET CI-100.

CS-100

5 CONCRETE POST BARRICADES (TYP.). SEE SHEET

CI-100 FOR DETAILS AND SPECIFICATIONS. (12-TOTAL)

6 INSTALL TWO (2) FROST SLABS AT TWO (2) NEW

EXTERIOR PEDESTRIAN DOOR OPENINGS NEAR

NORTHEAST CORNER OF BUILDING 340. SEE

STRUCTURAL DRAWINGS FOR LOCATION, DETAILS

AND SPECIFICATIONS.

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SAN SAN SAN SAN SAN SAN SAN SAN SAN SAN

SAN

SAN

SAN

ST

ST

ST

ST

ST

ST

ST

ST

ST ST ST ST ST ST ST

12"

HDPE

ST

ST

ST ST

ST

ST

SA

N

SA

N

ST

ST

ST

ST

ST

ST

ST

W

E E

E E

E E

E E

E E

W

W W W W W W W

W W W W W W W

W W

E

E E E E E E E

E

E E

E E

PROPOSED

BUILDING ADDITION

FF = 973.11

ST ST

ST ST

FST ST

ST

EXISTING CONDITIONS IN THIS AREA WERE TAKEN FROM

AVAILABLE PUBLIC INFORMATION. A BOUNDARY AND/OR

TOPOGRAPHIC SURVEY WAS NOT COMPLETED. INFORMATION

IN THIS AREA HAS LIMITED ACCURACY AND IS NOT TO SCALE.

CB-1

ODOT 2-2B

RIM=972.50

INV.=8" 970.70 (S & W)

EX. RIM=972.39

INV.=971.33 8" (W)

VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

552-20-104VA Building 340, 341

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

Project Title

Location

Issued Date Checked Drawn

DLM TSM12/08/2020

4100 WEST THIRD STREET, DAYTON, OH 45428

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

Revisions Date

3030 West Streetsboro Road Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

Thorson Baker Associates+

C GO N S U L T I N E SN G I N E E R

PHILIP P. KIRK

CHIEF ENGINEERCONSTRUCTION - ISSUED FOR BID 2/09/2021

LEGEND

PROPOSED CONTOURS

EXISTING CONTOURS

INLET PROTECTION

DRAINAGE FLOW ARROW

IP

PROPOSED SPOT ELEVATIONS

PROPOSED STORM

EXISTING WATER

EXISTING SANITARY

EXISTING STORM

EXISTING GAS

EXISTING ELECTRIC

EXISTING OVERHEAD LINE

EXISTING TELEPHONE

KEY NOTES

MEET & MATCH EXISTING PAVEMENT ELEVATION

TEMPORARY CONCRETE TRUCK WASHOUT PIT

(10'X15'X2') MUST NOT BE WITHIN A DRAINAGE AREA WAY

HAZARD WASTE, SANITARY FACILITIES AND VEHICLE

MAINTENANCE AND FUELING AREA. THIS AREA MUST NOT BE

WITHIN A DRAINAGE AREA WAY

GRADING & UTILITY

PLAN

1" = 20'

GRADING & UTILITY PLAN

IP

IP IP

IP

973.00

HP 973.50

IP

CB-2

ODOT 2-2B

RIM=973.00

INV.=8" 970.85 (E & N)

IP

SIAMESE FIRE DEPARTMENT CONNECTION. SEE

PLUMBING PLANS FOR DETAILS AND SPECIFICATIONS.

EX. RIM=972.09

INV.=970.14 8" (E)

EX. INV.=970.09 12" (SW)

TW 975.25±

BW 973.25 ±

TW 975.25±

BW 973.50 ±

CONNECT RETAINING WALL UNDERDRAIN TO EXISTING

CATCH BASIN WITH 4" SOLID PVC PIPE @ 1.00% MIN. SLOPE

6 38 LF 8" ST @ 1.3% SLOPE

7 10 LF 8" ST @ 1.5% SLOPE

8 46 LF 8" ST @ 1.2% SLOPE

F F PROPOSED FIRE DEPARTMENT

CONNECTION LINE

CU-100

4" PERFORATED FOUNDATION DRAIN

4" SOLID PVC @ 1% MIN.

FROM FOUNDATION

DRAIN

FROST SLAB

ELEVATIONS = 973.11

9 4" RD @ 1.00% MINIMUM

10 6" RD @ 1.00% MINIMUM

11 8" RD @ 1.00% MINIMUM

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VA FORM 08 - 6231

F

E

D

C

B

A

987654321 10

F

E

D

C

B

A

987654321 10

CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

552-20-104VA Building 340, 341

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

Project Title

Location

Issued Date Checked Drawn

DLM TSM12/08/2020

4100 WEST THIRD STREET, DAYTON, OH 45428

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

Revisions Date

3030 West Streetsboro Road Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

Thorson Baker Associates+

C GO N S U L T I N E SN G I N E E R

PHILIP P. KIRK

CHIEF ENGINEERCONSTRUCTION - ISSUED FOR BID 2/09/2021

GENERAL NOTES

1. THE TERM GENERAL CONTRACTOR (G.C.) OR CONTRACTOR AS USED IN THESE

DOCUMENTS REFERS TO THE CONTRACTOR/ CONSTRUCTION MANAGER IN

RESPONSIBLE CHARGE OF THE PROJECT IN TERMS OF COORDINATION,

SCHEDULING, SUBCONTRACTOR COORDINATION, ETC. THIS TERM REFERS TO,

BUT IS NOT LIMITED TO, GENERAL CONTRACTOR, CONSTRUCTION MANAGER,

DESIGN BUILD CONTRACTOR, PRIME CONTRACTOR, ETC. THE TERM IS

REFERENCING THE ENTITY THAT COORDINATES THE WORK OF OTHER TRADES.

2. THE EXISTING CONDITIONS SHOWN ON THESE DRAWINGS HAVE BEEN TAKEN

FROM A SURVEY PREPARED BY KS ASSOCIATES, INC.. THORSON BAKER &

ASSOCIATES, INC. DOES NOT WARRANT THAT THE INFORMATION SHOWN

HEREON IS EITHER ACCURATE OR COMPLETE. THE GENERAL CONTRACTOR IS

RESPONSIBLE FOR VERIFYING THE EXISTING CONDITIONS AT THE PROJECT SITE.

3. PAVEMENT DESIGN PROVIDED IN GEOTECHNICAL REPORT PREPARED BY S&ME,

INC, DATED 2/3/2020. SEE GEOTECHNICAL REPORT FOR COMPLETE

RECOMMENDATIONS.

4. THE U.S. DEPARTMENT OF VETERAN AFFAIRS CONSTRUCTION AND MATERIAL

SPECIFICATIONS SHALL GOVERN ALL CONSTRUCTION ITEMS THAT ARE PART OF

THIS PLAN, UNLESS NOTED OTHERWISE. IF THERE ARE DISCREPANCIES, THE

MORE STRINGENT REQUIREMENTS SHALL GOVERN.

5. THE GENERAL CONTRACTOR AND SUBCONTRACTORS SHALL BE SOLELY

RESPONSIBLE FOR COMPLYING WITH ALL FEDERAL, STATE AND LOCAL SAFETY

REQUIREMENTS, TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR

THE PROTECTION OF PERSONS (INCLUDING EMPLOYEES) AND PROPERTY. IT IS

ALSO THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND

SUBCONTRACTORS TO INITIATE, MAINTAIN AND SUPERVISE ALL SAFETY

REQUIREMENTS, PRECAUTIONS, AND PROGRAMS IN CONNECTION WITH THE

WORK.

6. THE LOCAL AUTHORITY AND THORSON BAKER & ASSOCIATES, INC. WILL NOT BE

RESPONSIBLE FOR MEANS, METHODS, PROCEDURES, TECHNIQUES, OR

SEQUENCE OF CONSTRUCTION. THE LOCAL AUTHORITY AND THORSON BAKER &

ASSOCIATES, INC. WILL NOT BE RESPONSIBLE FOR SAFETY ON THE JOB SITE, OR

FAILURE BY THE GENERAL CONTRACTOR TO PERFORM WORK IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS.

7. ANY MODIFICATION TO THE SPECIFICATIONS OR CHANGES TO THE WORK AS

SHOWN ON THESE DRAWINGS MUST HAVE PRIOR WRITTEN APPROVAL FROM

THE RECORD ENGINEER AND LOCAL AUTHORITY.

8. THE GENERAL CONTRACTOR SHALL NOTIFY THE LOCAL AUTHORITIES AT LEAST

TWO (2) WORKING DAYS PRIOR TO COMMENCING THE WORK.

9. THE GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS PRIOR TO

CONSTRUCTION.

10. ANY SURVEY MONUMENTS OR PERMANENT MARKERS DISTURBED DURING

CONSTRUCTION SHALL BE RESET BY A LICENSED LAND SURVEYOR AT THE

GENERAL CONTRACTOR'S EXPENSE.

11. ALL SIGNS, LANDSCAPING, STRUCTURES, OR OTHER APPURTENANCES

DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE REPLACED OR

REPAIRED TO THE SATISFACTION OF THE VETERANS ADMINISTRATION AT THE

GENERAL CONTRACTOR'S EXPENSE.

12. PERMITS TO CONSTRUCT IN THE PUBLIC RIGHT-OF-WAY OF EXISTING STREETS

MUST BE OBTAINED BEFORE COMMENCING WORK.

DEMOLITION NOTES

1. THE GENERAL CONTRACTOR SHALL NOTIFY O.U.P.S. AT 1-800-362-2764 AND

O.G.P.U.P.S. AT 1-800-925-0988 A MINIMUM OF TWO DAYS BEFORE THE START OF

CONSTRUCTION.

2. REMOVAL OF STRUCTURES AND OBSTRUCTIONS: BUILDINGS, FOUNDATIONS,

STRUCTURES, ASPHALT AND CONCRETE PAVEMENT, AND UTILITIES ABOVE AND

BELOW GROUND SHALL BE REMOVED AND DISPOSED OF OFF SITE PER VETERAN

ADMINISTRATION REQUIREMENTS.

3. TREES AND OTHER SITE FEATURES NOTED TO REMAIN SHALL BE PROTECTED

THROUGHOUT CONSTRUCTION WITH CONSTRUCTION FENCING. PLACE 4' HT.

ORANGE CONSTRUCTION FENCING AT AND AROUND ALL NOTED SITE FEATURES

AND/OR THE DRIP LINE OF ALL TREES NOTED TO BE SAVED. DO NOT STORE

VEHICLES, EQUIPMENT, OR MATERIALS WITHIN THE PROTECTED AREA. OBTAIN

FIELD APPROVAL FROM THE OWNER AND/OR AUTHORIZED OWNER

REPRESENTATIVE PRIOR TO ANY TREE REMOVAL. IF NECESSARY,

CONTRACTOR WILL RELOCATE TO PROTECT SITE FEATURES. OTHER MEASURES

MAY BE REQUIRED IF ANY DAMAGE TO SUCH ITEMS OR TREES OCCURS.

REMOVE FENCING AFTER CONSTRUCTION.

4. ALL EXISTING UTILITY CASTINGS INCLUDING MANHOLES, CATCH BASINS,

VALVES, VALVE BOXES, ETC. SHALL REMAIN AND BE ADJUSTED TO PROPOSED

GRADES, UNLESS NOTED OTHERWISE. THE GENERAL CONTRACTOR SHALL

COORDINATE WORK WITH THE RESPECTIVE UTILITY COMPANIES.

5. ALL EXISTING UTILITY LINES & SERVICES WITHIN THE LIMITS OF CONSTRUCTION

SHALL REMAIN AND BE PROTECTED, UNLESS NOTED OTHERWISE. CONTRACTOR

SHALL COORDINATE REMOVAL OR RELOCATION WITH THE RESPECTIVE UTILITY

COMPANY FOR PROPER CAPPING/SEALING/DISCONNECTING, ETC.

6. THE CONTRACTOR SHALL COORDINATE WORK WITH LOCAL SAFETY

DEPARTMENTS TO MAINTAIN TRAFFIC CONTROL.

7. ALL EXISTING UTILITY POLES, LIGHT POLES, ELECTRIC HANDHOLDS,

UNDERGROUND WIRING, AND SITE LIGHTING SHALL BE PROTECTED, UNLESS

NOTED OTHERWISE. THE CONTRACTOR SHALL COORDINATE WORK WITH THE

LOCAL POWER SUPPLY COMPANY.

8. CONTRACTOR SHALL KEEP ALL EXISTING UTILITIES OPERATING DURING

DEMOLITION AND CONSTRUCTION AND UNTIL THE NEW SYSTEMS ARE

OPERATING PROPERLY. PROVIDE TEMPORARY CONNECTIONS AS REQUIRED.

9. SAW CUT ALL EDGES FULL DEPTH OF PAVEMENT.

10. ALL SIGNS DESIGNATED TO BE REMOVED SHALL BE REINSTALLED AS DIRECTED,

OR TURNED OVER TO OWNER.

11. COORDINATE DEMOLITION OF ALL EXISTING ITEMS WITH OTHER DRAWINGS.

REMOVE/ABANDON EXISTING UTILITIES, SERVICES, SITE FEATURES AS

REQUIRED.

TRAFFIC CONTROL NOTES

1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED,

AND REMOVED BY THE CONTRACTOR IN ACCORDANCE WITH THE OHIO

MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (PART 7 CONSTRUCTION

AND MAINTENANCE OPERATIONS). COPIES ARE AVAILABLE FROM THE ODOT,

BUREAU OF TRAFFIC, 25 SOUTH FRONT STREET, COLUMBUS, OHIO 43215.

2. STEADY-BURNING, TYPE "C," LIGHTS SHALL BE REQUIRED ON ALL BARRICADES,

DRUMS AND SIMILAR TRAFFIC DEVICES IN USE AT NIGHT. CONES ARE NOT

PERMITTED TO BE USED FOR NIGHT WORK.

3. ACCESS TO ALL ADJOINING PROPERTIES SHALL BE MAINTAINED AT ALL TIMES.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING MAIL SERVICE IN

THE CONSTRUCTION AREA.

5. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ADEQUATELY

BARRICADE THE STREET IN THE VICINITY OF THE WORK AREAS UNTIL SUCH

TIME AS THE STREET IS OPEN TO TRAFFIC.

ROADWAY AND PAVEMENT NOTES

1. WHEN OPEN-CUTTING OF EXISTING PAVEMENT IS PERMITTED, CONTROLLED

DENSITY BACKFILL MAY BE USED IN PLACE OF COMPACTED GRANULAR

BACKFILL. ASPHALT SURFACES SHALL BE HEAT WELDED.

2. WHERE IT IS NECESSARY TO DISTURB EXISTING PAVEMENTS, THE PAVEMENT

SHALL BE SAW CUT IN NEAT, STRAIGHT LINES. THE DEPTH OF THE SAWCUT

SHALL BE FULL DEPTH OF PAVEMENT.

4. ALL EARTHWORK CONSTRUCTION METHODS AND MATERIALS FOR

EXCAVATION, EMBANKMENT, SUBGRADE COMPACTION, AND PROOF ROLLING

SHALL FOLLOW VETERAN ADMINISTRATION SPECIFICATIONS.

5. ALL PAVING OPERATIONS AND MATERIALS SHALL CONFORM TO AND MEET THE

REQUIREMENTS AS OUTLINED WITHIN THE VETERAN ADMINISTRATION

SPECIFICATIONS.

6. WALK REPLACEMENT: APPROXIMATE LOCATIONS FOR THE REQUIRED

REMOVAL/REPLACEMENT OF EXISTING WALK ARE AS SHOWN ON THE PLAN.

WALK REMOVAL/REPLACEMENT LIMITS SHALL TYPICALLY EXTEND TO THE

NEAREST EXISTING WALK JOINT. THE EXACT LOCATIONS AND LIMITS OF

EXISTING WALK REMOVAL/REPLACEMENT SHALL BE ESTABLISHED AT THE JOB

SITE. THE EXISTING WALK SHALL BE REMOVED IN A MANNER THAT WILL NOT

DISTURB, DAMAGE OR UNDERMINE ADJACENT WALK, CURB, DRIVES OR DRIVE

APRONS INTENDED TO REMAIN. ANY ADJACENT FACILITIES DAMAGED AS A

RESULT OF THE CONTRACTOR'S NEGLIGENCE, AS DETERMINED BY THE

ENGINEER, AND WHICH ARE NOT OTHERWISE DESIGNATED FOR

REPLACEMENT, SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

REPLACEMENT WALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE

DETAILS CONTAINED HEREON. CURB RAMPS AS SHOWN IN THESE PLANS ARE

SUBJECT TO ADJUSTMENT TO MINIMIZE CONFLICTS WITH EXISTING CATCH

BASINS, MANHOLES, UTILITY POLES, HYDRANTS OR OTHER SUCH

APPURTENANCES.

7. CONCRETE WALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH DESIGN

STANDARDS, DETAILS AND CONSTRUCTION SPECIFICATIONS OF THE

JURISDICTIONAL AGENCY.

8. ALL ROAD SURFACES, BERMS, LAWN AREAS OR RIGHT-OF-WAYS DISTURBED

BY CONSTRUCTION OF ANY PART OF THIS IMPROVEMENT ARE TO BE

RESTORED COMPLETELY TO THE PRE-CONSTRUCTION CONDITION OR BETTER

WHEN ORDERED BY THE LANDSCAPE ARCHITECT AND ALL ITEMS SHALL BE

INCLUDED IN THE UNIT PRICES BID.

9. AT LOCATIONS WHERE EMBEDDED STRUCTURES PENETRATE THE DEPTH OF

CONCRETE PAVEMENT, CONTROL JOINTS SHALL BE CENTERED ON THE

EMBEDDED STRUCTURE AND LOCATED ALONG THE LOCATION OF THE

WEAKENED PLANE.

LAYOUT/GEOMETRY NOTES

1. SEE ARCHITECTURAL DRAWINGS FOR EXACT BUILDING DIMENSIONS FOR

LAYOUT.

2. CONTRACTOR IS OBLIGATED TO VERIFY ALL DIMENSIONS ON THE GROUND

AND REPORT ANY LAYOUT DISCREPANCIES IMMEDIATELY TO THE OWNER'S

REPRESENTATIVE.

3. PRECISE LAYOUT SHALL BE DETERMINED ON THE GROUND AND APPROVED BY

THE OWNER'S REPRESENTATIVE.

4. BENCHMARK AND CONTROL POINTS ARE SHOWN ON THE DRAWING. LAYOUT

FROM THESE REFERENCE POINTS IS THE RESPONSIBILITY OF THE

CONTRACTOR.

5. ± INDICATES APPROXIMATE DIMENSIONS.

6. DO NOT SCALE FROM THIS DRAWING. ALL WRITTEN DIMENSIONS SHALL

GOVERN. ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED. DIMENSIONS ARE

TO FACE OF CURB AND/OR TO FACE OF BUILDING.

7. SEE GRADING PLAN FOR SOIL BORING LOCATIONS.

8. ALL PROPERTY PINS DISTURBED DURING THE COURSE OF CONSTRUCTION

SHALL BE RESET AT THE CORRECT LOCATION BY A LICENSED SURVEYOR AT

THE EXPENSE OF THE CONTRACTOR.

GRADING NOTES

1. ALL SLOPES, SURFACES, SIGNAGE AND PAVEMENT MARKINGS ALONG ACCESSIBLE ROUTES AND WITHIN PARKING AND LOADING/ UNLOADING ZONES SHALL BE CONSTRUCTED TO MEET THE REQUIREMENTS AS OUTLINED IN THE AMERICANS

WITH DISABILITY ACT, STANDARDS FOR ACCESSIBLE DESIGN LATEST EDITION.

2. GRADES/SLOPES SHALL BE STRAIGHT LINE BETWEEN POINT ELEVATIONS AND CONTOURS SHOWN.

3. SPOT ELEVATIONS SHOWN ARE BOTTOM OF CURB UNLESS NOTED OTHERWISE. ALL POINTS SHOWN ARE INTENDED TO BE LOCATED AT PC's, PT's, MIDPOINTS OF CURB RADII, INTERSECTIONS, AND CORNER LOCATIONS. TOP OF CURB

ELEVATIONS ARE HIGHER THAN SHOWN.

4. ALL EMBANKMENT UNDER PAVEMENTS AND STRUCTURES SHALL BE COMPACTED WITH SELECT SITE MATERIAL PER

VETERAN ADMINISTRATION REQUIREMENTS.

5. ALL AREAS AFFECTED BY SITE WORK, EXCLUDING PAVED, LANDSCAPED AND STRUCTURE AREAS, SHALL BE SEEDED AND

MULCHED PER VETERAN ADMINISTRATION REQUIREMENTS.

6. CONTRACTOR SHALL STRIP ANY TOPSOIL AND STOCKPILE PRIOR TO SITE GRADING OPERATION. CONTRACTOR SHALL REPLACE STOCKPILED TOPSOIL TO A THICKNESS OF SIX (6) INCHES PER VETERAN ADMINISTRATION SPECIFICATIONS IN ALL LAWN & LANDSCAPED AREAS. HAUL EXCESS SOIL OFF-SITE OR BRING IN TOPSOIL UNLESS NOTED OTHERWISE.

TOPSOIL SHALL BE DEFINED IN LAWNS AND GRASSES SPECIFICATIONS. IF LAWNS AND GRASSES SPECIFICATIONS IS NOT PROVIDED, TOPSOIL SHALL BE DEFINED PER VETERAN ADMINISTRATION SPECIFICATIONS AND CONTAIN NO OBJECTS

GREATER THAN 2MM IN DIAMETER.

7. SLOPES INDICATED AS PERCENTAGES ARE APPROXIMATE.

8. ANY SLOPES GREATER THAN 2:1 SHALL BE STABILIZED PER VETERAN ADMINISTRATION SPECIFICATIONS.

9. SEE UTILITY PLAN FOR ADDITIONAL STORM STRUCTURE DATA.

10. THE CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO EQUAL OR BETTER CONDITION THAN EXISTED BEFORE

CONSTRUCTION.

11. NO NON-RUBBER TIRE VEHICLE SHALL BE MOVED ON STREETS. EXCEPTIONS MAY BE GRANTED WHERE SHORT DISTANCES AND SPECIAL CIRCUMSTANCES ARE INVOLVED. GRANTING OF EXCEPTIONS MUST BE IN WRITING AND ANY RESULTING DAMAGE MUST BE REPAIRED TO THE SATISFACTION OF THE JURISDICTIONAL AUTHORITY.

12. SEE SHEET CI-100 FOR EROSION CONTROL NOTES & DETAILS.

13. SLOPES SHALL NOT EXCEED 2% IN ANY DIRECTION WITHIN HANDICAP PARKING AREA AND LOADING/ UNLOADING ZONES.

14. EXISTING SOILS ON SITE MAY BE USED AS SUBGRADE MATERIAL IF APPROVED BY THE PROJECT GEOTECHNICAL

ENGINEER.

15. SLOPE OF SUBGRADE SHALL FOLLOW SAME SLOPE AS PAVEMENT ABOVE AS NOTED ON GRADING PLAN.

GENERAL UTILITY NOTES

1. EXISTING UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES SHOWN ON THESE PLANS ARE FROM BEST AVAILABLE RECORDS, SURVEYS, DRAWINGS, AND FIELD INVESTIGATION, AND ARE NOT NECESSARILY COMPLETE OR EXACT;

THEREFORE, THEIR LOCATION MUST BE CONSIDERED APPROXIMATE ONLY. ALSO, THERE MAY BE OTHERS, THE EXISTENCE OF WHICH IS NOT PRESENTLY KNOWN. THE CONTRACTOR IS RESPONSIBLE FOR THE INVESTIGATION, LOCATION, SUPPORT, PROTECTION, AND RESTORATION OF ALL EXISTING UTILITIES AND APPURTENANCES WHETHER SHOWN ON THESE PLANS OR NOT. THE CONTRACTOR SHALL REPAIR ANY DAMAGE CAUSED DURING CONSTRUCTION AT NO COST TO THE PROJECT. THE CONTRACTOR SHALL EXPOSE ALL UTILITIES OR STRUCTURES PRIOR TO CONSTRUCTION TO VERIFY THE VERTICAL AND HORIZONTAL LOCATIONS. MAKE SUCH ADJUSTMENTS IN ELEVATIONS AS ARE REQUIRED TO PROVIDE SUFFICIENT CLEARANCE BETWEEN THE EXISTING AND PROPOSED UTILITIES. CALL THE OHIO UTILITIES PROTECTION SERVICE (800) 362-2764 AND THE OIL AND GAS PRODUCERS UNDERGROUND PROTECTION

SERVICE (800) 925-0988 AT LEAST TWO (2) WORKING DAYS PRIOR TO COMMENCING WORK.

2. THORSON BAKER + ASSOCIATES EXPRESSLY DISCLAIMS ANY RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS

OF INFORMATION GIVEN REGARDING THE LOCATION OF EXISTING UNDERGROUND UTILITIES.

3. THORSON BAKER + ASSOCIATES OFFERS THE EXISTING UNDERGROUND UTILITY INFORMATION AS SHOWN ON PROFILE SHEETS AS A GUIDE ONLY, AND DOES NOT GUARANTEE OR ASSUME ANY LIABILITY IMPLIED OR OTHERWISE FOR THE ACCURACY OF INFORMATION GIVEN HEREON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN FOR HIMSELF/HERSELF THE CONDITIONS THAT MAY BE ENCOUNTERED DURING CONSTRUCTION OF THE PROJECT.

4. A QUALITY LEVEL "B" EXISTING UNDERGROUND UTILITY LOCATION AS DEFINED BY AMERICAN SOCIETY OF CIVIL ENGINEERS (ASCE) WAS COMPLETED BY OTHERS TO ASSIST WITH THE DESIGN OF THE PROPOSED UNDERGROUND UTILITIES FOR THIS PROJECT. QUALITY LEVEL"B" DOES NOT EXPOSE OR DETERMINE ACTUAL LOCATIONS OR ELEVATIONS OF EXISTING UTILITIES. THIS ALLOWS THE POSSIBILITY THAT CONFLICTS COULD ARISE BETWEEN EXISTING AND PROPOSED UNDERGROUND UTILITIES AS "UNFORESEEN CONDITIONS" DURING THE CONSTRUCTION PHASE OF THE PROJECT. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXCAVATE AND EXPOSE EXISTING UNDERGROUND UTILITIES PRIOR TO BEGINNING WORK TO DETERMINE ACTUAL LOCATIONS AND ELEVATIONS AND TO DETERMINE IF REQUIRED CLEARANCE CONFLICTS EXIST BETWEEN EXISTING AND PROPOSED UTILITIES. THIS WORK SHOULD BE PERFORMED IN A TIMELY MANNER SO AS TO PROVIDE ADEQUATE TIME FOR MODIFICATIONS TO THE CONSTRUCTION

DOCUMENTS AND/OR RE-DESIGN IF REQUIRED.

5. WHEN UNKNOWN OR INCORRECTLY LOCATED UNDERGROUND UTILITIES ARE ENCOUNTERED IN THE RIGHT-OF-WAY DURING CONSTRUCTION, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER, ENGINEER AND THE MUNICIPAL

ENGINEER.

6. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH ALL UTILITY COMPANIES TO AVOID INFRASTRUCTURE

CONFLICTS.

7. ALL TRENCHES SHALL BE BACKFILLED OR SECURELY PLATED DURING NONWORKING HOURS.

8. CONTRACTOR SHALL VERIFY AND COORDINATE SIZE AND LOCATION OF GAS LINE WITH MECHANICAL ENGINEER AND

UTILITY COMPANY.

9. ALL DISTURBED AND/OR DAMAGED STORM SEWER PIPES, FIELD TILE AND APPURTENANCES, PAVEMENTS, BERMS AND DITCHES SHALL BE REPAIRED AND/OR REPLACED TO PRE-CONSTRUCTION CONDITION OR BETTER.

10. COORDINATE LAYOUT OF ALL SITE UTILITIES WITH SITE GEOMETRIC PLANS.

11. REMOVE EXISTING ASPHALT/CONCRETE TO ALLOW FOR INSTALLATION OF UTILITIES - SAW CUT ALL EDGES.

12. EXCEPT AS MAY BE MODIFIED SPECIFICALLY BY THESE PLANS, OR LOCAL AUTHORITY REQUIREMENTS, ALL UTILITY WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE VETERANS ADMINISTRATION

SPECIFICATIONS.

13. UTILITY INSTALLATION PERMITS AND PERMIT FEES ARE THE RESPONSIBILITY OF THE CONTRACTOR.

14. EXCESS EXCAVATION FROM UTILITY INSTALLATION SHALL BE WASTED ON THE PROJECT SITE AS DIRECTED BY THE ENGINEER OF RECORD, OR EXCESS EXCAVATION NOT WASTED ON THE PROJECT SITE SHALL BE HAULED AWAY BY THE CONTRACTOR. MATERIAL DISPOSED OF OFF-SITE MUST BE DISPOSED OF IN AN ENVIRONMENTALLY SAFE FASHION AND

IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL REGULATIONS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN, INSTALLATION AND FINAL CLEARANCE OF ANY REQUIRED

NEEDLING, UNDERPINNING, SHORING OR BRACING OF EXISTING STRUCTURES.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING A TRENCH SAFETY PLAN WHICH MEETS ALL FEDERAL

REGULATION.

17. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE PROPER HORIZONTAL AND VERTICAL DISTANCES BETWEEN ALL UTILITIES AS REQUIRED BY THE UTILITY OWNERS AND JURISDICTIONAL AGENCIES.

18. THE FOLLOWING PROPOSED UTILITIES SHOWN ON THIS PLAN ARE FOR ROUTING AND COORDINATION PURPOSES ONLY.

DESIGN, SIZING, CAPACITY, CAPACITY OF EXISTING SYSTEMS ETC., IS THE RESPONSIBILITY OF OTHERS. SIZES AND CONNECTION LOCATIONS SHOWN ON THIS SHEET WERE PROVIDED BY THE UTILITY VENDOR, MECHANICAL, PLUMBING, ELECTRICAL, TECHNOLOGY OR SPECIALTY ENGINEER:

- NATURAL GAS

- FIBER OPTICS

- TELEPHONE

- CABLE

- ELECTRICAL

19. ALL GENERAL UTILITY WORK SHALL COMPLY WITH THE VA SITE DEVELOPMENT MANUAL AND APPENDIX.

SANITARY SEWER NOTES (LOCAL AUTHORITY SHALL GOVERN)

1. ALL SANITARY SEWERS, MANHOLES AND APPURTENANCES SHALL BE CONSTRUCTED PER

THE VETERAN ADMINISTRATION SPECIFICATIONS.

2. ALL MANHOLES, CASTINGS AND PIPE INVERTS SHALL BE SET TO ELEVATIONS INDICATED IN

THESE PLANS. THE FINAL ADJUSTMENT OF THE CASTING ELEVATIONS SHALL BE THE

RESPONSIBILITY OF THE PAVING CONTRACTOR IN PAVED AREAS.

3. ROOF DRAINS, FOUNDATION DRAINS, AND OTHER CLEAN WATER CONNECTIONS TO THE

SANITARY SEWER SYSTEM ARE PROHIBITED.

4. SEWERS SHALL BE INSTALLED DEEP ENOUGH TO RECEIVE WASTEWATER FROM BASEMENT

FIXTURES AND TO PREVENT FREEZING.

5. IF FILL IS TO BE CONSTRUCTED BELOW THE SANITARY SEWERS, MANHOLES OR

APPURTENANCES, COMPACTION TESTS WHICH MEET THE REQUIREMENTS OF THE

JURISDICTIONAL AGENCY SHALL BE PERFORMED. THE COMPACTION WORK AND

COMPACTION TESTING SHALL BE OBSERVED BY THE JURISDICTIONAL AGENCY.

COMPACTION REPORTS SHALL BE SUBMITTED TO THE JURISDICTIONAL AGENCY FOR REVIEW

AND APPROVAL BEFORE CONSTRUCTION OF ANY SANITARY SEWER WITHIN SAID FILL AREA

CAN BEGIN.

6. ALL CONSTRUCTION STANDARDS, TESTING AND INSPECTION SHALL MEET THE

REQUIREMENTS OF THE VETERAN ADMINISTRATION SPECIFICATIONS.

7. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLETE ALL VIDEO, TELEVISION OR

PHOTOGRAPHIC INSPECTION AS REQUIRED BY THE JURISDICTIONAL AGENCY.

8. IT IS THE CONTRACTORS RESPONSIBILITY TO COMPLETE ALL LEAKAGE TESTING AS

REQUIRED BY THE JURISDICTIONAL AGENCY WHICH MAY INCLUDE BUT IS NOT LIMITED TO

LOW PRESSURE AIR TESTING, HYDDROSTATIC TESTING OR VACUUM TESTING.

9. THE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL DEFLECTION TESTING AS

REQUIRED BY THE JURISDICTIONAL AGENCY INCLUDING BUT NOT LIMITED TO THE MANDREL

TEST.

STORM SEWER NOTES (LOCAL AUTHORITY SHALL GOVERN)

1. ALL STORM SEWERS, MANHOLES, CATCH BASINS AND APPURTENANCES SHALL BE

CONSTRUCTED PER THE MATERIAL AND CONSTRUCTION SPECIFICATIONS OF THE VETERAN

ADMINISTRATION SPECIFICATIONS.

2. THE MINIMUM REQUIREMENTS FOR STORM DRAIN PIPE, OTHER THAN UNDERDRAINS, SHALL

BE PER THE VETERAN ADMINISTRATION SPECIFICATIONS.

3. ALL MANHOLES, CASTINGS AND PIPE INVERTS SHALL BE SET TO ELEVATIONS INDICATED IN

THESE PLANS. THE FINAL ADJUSTMENT OF THE CASTING ELEVATIONS SHALL BE THE

RESPONSIBILITY OF THE PAVING CONTRACTOR IN PAVED AREAS.

4. CURB INLETS, MANHOLES, AND CATCH BASINS SHALL BE CHANNELED AS DIRECTED BY THE

JURISDICTIONAL AGENCY.

5. ALL CATCH BASINS WITHIN PAVEMENT AREAS SHALL HAVE UNDERDRAINS AS DETAILED.

6. ARCHITECTURAL DRAWINGS SHOWING DOWNSPOUT LOCATIONS SHALL GOVERN WHEN IN

CONFLICT WITH LOCATIONS SHOWN ON UTILITY PLAN. DOWNSPOUT TEE ELEVATIONS SHALL

BE FIELD ADJUSTED IF NECESSARY TO PROVIDE 0.5% MINIMUM SLOPE ON ALL ROOF DRAINS.

ALL DOWNSPOUT CONNECTION LINES SHALL BE RUN AT A MINIMUM OF 1% SLOPE INTO THE

TEE. ELEVATIONS GIVEN FOR TEES ARE FOR THE BRANCH CONNECTIONS, NOT FOR THE

ROOF DRAINS. SEE ARCHITECTS DRAWING FOR DOWNSPOUT BOOT DETAIL.

WATER NOTES (LOCAL AUTHORITY SHALL GOVERN)

1. ALL WATER SERVICE AND WATER MAIN MATERIALS AND CONSTRUCTION SPECIFICATIONS

SHALL BE IN ACCORDANCE WITH THE CURRENT RULES AND REGULATIONS OF THE

GOVERNING WATER AUTHORITY.

2. ALL PIPE, FITTINGS, VALVES, HYDRANTS, BACKFLOW PREVENTION, METERS AND OTHER

APPURTENANCES SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS OF THE WATER

AUTHORITY AND LOCAL FIRE AUTHORITY.

3. ALL HYDRANTS, VALVE BOXES, METER PITS AND VAULTS SHALL BE SET TO FINISH GRADE

ELEVATIONS AS INDICATED IN THESE PLANS. IN PAVED AREAS, FINAL ELEVATION

ADJUSTMENTS ARE THE RESPONSIBILITY OF THE PAVING CONTRACTOR.

4. ALL PRESSURE TESTING AND CHLORINATION/DISINFECTION SHALL BE COMPLETED BY THE

CONTRACTOR IN ACCORDANCE WITH THE GOVERNING WATER AUTHORITY REQUIREMENTS

AND SHALL MEET OHIO EPA AND AWWA STANDARDS.

5. ALL BEDDING AND BACKFILLING OF WATERLINE PIPE AND APPURTENANCES SHALL MEET THE

REQUIREMENTS OF THE GOVERNING WATER AUTHORITY.

6. AT THE END OF EACH WORK DAY, THE CONTRACTOR SHALL PLUG ALL OPEN END PIPES WITH

A WATER TIGHT PLUG PER AWWA STANDARDS.

7. THE CONTRACTOR SHALL NOTIFY THE LOCAL WATER AUTHORITY AT LEAST TWO WORKING

DAYS BEFORE TAPPING THE EXISTING MAIN.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING WATER MAINS

AND APPURTENANCES THEREOF WHEN CONSTRUCTING OR CONNECTING THE NEW WATER

MAIN OR SERVICE. THIS SHALL INCLUDE LEADED JOINTS IN EXISTING FITTING WHICH MAY

REQUIRE REPLACEMENT FITTINGS AT THE DISCRESION OF THE GOVERNING WATER

AUTHORITY IF IT IS DETERMINED THEY WERE DISTURBED.

9. CONTRACTOR TO PROVIDE MINIMUM 18" VERTICAL CLEARANCE AND 10' HORIZONTAL

CLEARANCE BETWEEN OUTSIDE OF STORM SEWER PIPE AND OUTSIDE OF WATERLINE PIPE

AT ALL LOCATIONS. MINIMUM CLEARANCE BETWEEN SANITARY SEWER AND WATER LINES

SHALL BE 10' HORIZONTAL 0R 18" VERTICAL OUT-TO-OUT OF PIPE. WATERLINE SHALL BE

DEFLECTED OR FITTINGS SHALL BE INSTALLED TO MAINTAIN STANDARD CLEARANCE.

10. THE FIRE PROTECTION CONTRACTOR/ DESIGNER MUST VERIFY ACTUAL WATER FLOWS AND

PRESSURES AT THE SITE PRIOR TO DESIGNING THE FIRE PROTECTION SYSTEM.

11. ALL REMOTE OR STANDARD FIRE DEPARTMENT CONNECTIONS, FIRE HYDRANTS AND

FITTINGS SHALL MEET THE MATERIAL AND CONSTRUCTION SPECIFICATIONS OF THE

GOVERNING WATER AUTHORITY AND THE LOCAL FIRE AUTHORITY.

12. TRACER TAPE OR TRACER TAPE WITH WIRE SHALL BE INSTALLED ABOVE THE NEW

WATERLINE IN ACCORDANCE WITH THE GOVERNING WATER AUTHORITY.

13. THE REQUIRED COVER OVER WATER MAINS, FIRE SERVICE LINES AND DOMESTIC SERVICE

LINES SHALL BE AS REQUIRED BY THE GOVERNING WATER AUTHORITY.

NOTES

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CONSTRUCTION - ISSUED FOR BID

Project Number

Building Number

Drawing Number

340, 341

552-20-104VA Building 340, 341

RENOVATE PRIMARY CARE FOR

PACT BLDG 340, BLDG 341

Project Title

Location

Issued Date Checked Drawn

DLM TSM12/08/2020

4100 WEST THIRD STREET, DAYTON, OH 45428

Drawing Title

Approved: Project Director

Phase

FULLY SPRINKLERED

Office of Construction and Facilities Management

STAMPARCHITECT / ENGINEER OF RECORD

7850 Freeway Circle

440.243.2000 t

Cleveland, OH 44130

440.243.3305 f

CONSULTANT

Revisions Date

3030 West Streetsboro Road Richfield, Ohio 44286

(330) 659-6688 Ph.

(330) 659-6675 Fax

Thorson Baker Associates+

C GO N S U L T I N E SN G I N E E R

PHILIP P. KIRK

CHIEF ENGINEERCONSTRUCTION - ISSUED FOR BID 2/09/2021

DETAILS

CONCRETE SIDEWALK

TYPE B

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

LEVELING COURSE (4" MIN.)

6x6 - W1.4xW1.4 WWF

4" THICK TYPE B CONCRETE

MIX DESIGN

AT ALL STRUCTURES

NOTE:

1. SURFACE TO BE SEALED

2. SLOPE OF SUBGRADE SHALL FOLLOW SAME SLOPE AS

PAVEMENT ABOVE AS NOTED ON GRADING PLAN.

TO 95% MAX. DRY DENSITY IN

ACCORDANCE WITH ASTM D698

6x6 - W1.4xW1.4 WWF

EXPANSION JOINT

4" T"

TYPE B CONCRETE MIX DESIGN

1/2" PREMOLDED JOINT FILLER

HOLD BACK 1/2" FROM SURFACE.

PROVIDE BACKER ROD AND JOINT

SEALANT

T/

2" (PER CONC. PAVEMENT DETAIL)

AS SHOWN ON DRAWINGS; SAW CUT.

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

6x6 - W1.4xW1.4 WWF

TYPE B CONCRETE MIX DESIGN

1"

CONTROL JOINT

NOTES:

1. 1/2" PREMOLDED EXPANSION JOINT - 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. SURFACE TO BE SEALED PER ODOT ITEM 512.

6. 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

TYPE B AGGREGATE BASE

COMPACTED SUBGRADE TO 95% MAX. DRY

DENSITY IN ACCORDANCE WITH ASTM D698.

GRANULAR WHERE DIRECTED TO REPLACE

SOFT AND YIELDING SUBGRADE

TYPE B AGGREGATE BASE

COMPACTED SUBGRADE TO 95%

MAX. DRY DENSITY IN

ACCORDANCE WITH ASTM D698

REPAIR OF RIGID PAVEMENT OPENINGS

FULL DEPTH PAVEMENT REMOVAL

TYPE B AGGREGATE BASE

IF SUBBASE IS PRESENT UNDER EXISTING PAVEMENT

DEFORMED BARS

SUBBASE

EXISTING

PAVEMENT

EXISTING

AND RIGID REPLACEMENT, TYPE B

SAW CUT EXISTING

WIDTH OF TRENCH

OPENING

WIRE FABRIC 3"

TO A 6" MIN. DEPTH

UNDISTURBED

RESTORE SUBGRADE & RECOMPACT

1'-6"MIN.

REMOVE TO PAVEMENT JOINT

IF LESS THAN 5'- 0",

SUBBASE

EXISTING

EXISTING RIGID

JOINT RECONSTRUCTION

WHERE NECESSARY

PAVEMENT

UNDISTURBED

1'-6"MIN.

BEARINGBEARING

PER JOINT DETAILS

NOTES:

1. BACKFILL TRENCH PER DETAIL THIS SHEET.

2. EXISTING JOINTS SHALL BE RESTORED IN ACCORDANCE WITH THE DETAILS.

3. MINIMUM THICKNESSES OF REPLACEMENT PAVEMENT MATERIALS SHALL EQUAL THOSE EXISTING AND AS CALLED FOR ON THE PLAN.

4. TRAFFIC SHALL BE MAINTAINED IN A SAFE AND SATISFACTORY MANNER PER VA REQUIREMENTS.

PAVEMENT FULL

DEPTH INSTALL

CONSTRUCTION JOINT

MIN. (BOTH SIDES)

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)

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, OR 8.

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.

CAP STONE

FOUNDATION SOIL

APPROVED EQUAL. ARCHITECT

DRAINAGE LAYER

W/ EQUIV. OPENING SIZE

4" PERFORATED DRAIN

W/FILTER SOCK

GEOTEXTILE FILTER CLOTH

OF 20-40 SIEVE

MODULAR RETAINING WALL

TO SELECT COLOR

UNILOCK STD. UNIT OR

TW (TOP OF WALL ELEVATION)

BW (BOTTOM OF WALL

ELEVATION & FINISHED GRADE)

COMPACTED

GRANULAR BASE

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