36C24718R0050-005.pdf

E M

S

E M

S E

M S

Department of Veterans Affairs

Ralph H Johnson VA Medical Center & Pharmacy

Multi-Story Stucco Building

THIS DRAWING ISSUED FOR GENERAL

INFORMATION ONLY. SEE CIVIL DRAWINGS.

V et er an s A ff ai rs D ep ar tm en t of

William C Neel

07-21-2018 willow

CEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGC

EUG

C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G

C BEE STREET

BR

AV

O S

TR

EE

T

PHARMACY

EXISTING BUILDING

FFE 12.80 MSL

DELTA STREET

FP FP FP FP FP FP FP FP FP FP

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING PARKING STRIPES TO BE REPAINTED. SEE CS-2001

EXISTING FLAG POLES TO BE RELOCATED. SEE CS-200 &

CK-400

DEMOLITION PLAN KEYED NOTES

EXISTING PLANTER TO BE REMOVED3

EXISTING WALL TO BE REBUILT. SEE CS-200 & CJ-3004

EXISTING FHA TO BE REMOVED AND LINE CAPPED AT

APPROX. 3' MSL

DEMO EXISTING HOSPITAL ACCESS (SEE STRUCTURAL)6

EXISTING LIGHT POLE TO BE RELOCATED. SEE ELECTRICAL

FOR LOCATION AND DETAILS.

EXISTING HOSPITAL ACCESS TO BE LEFT IN PLACE1

EXISTING WALL2

PLAN KEYED NOTES

EXISTING CB. RIM 10.825

EXISTING SIDEWALK6

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

2 2 2 2 2 2 2 2 2 2

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929

DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE

ENOUGH TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT

AREAS, CONTRACTOR SHALL COORDINATE ACCESS

SCHEDULES AND LAY DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS

WHEN RELOCATED TO NEW LOCATION. CLEAN FLAG

POLES AND CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY,

AND COMS WILL BE DEMOED BACK FLUSH WITH EXISTING

CONCRETE. ANCHORS SHALL BE REMOVED OR CUT

FLUSH TO SURFACE OF THE CONCRETE. ALL SPACES,

CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS

FINISHED BACK TO A CLEAN EDGE. ALL DEMOLISHED

MATERIALS WILL BE REMOVED AND WILL NOT BE

ABANDONED IN WALL CAVITIES, CRAWL SPACES, CEILING

AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01

57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH

GRADE ELEVATIONS. FINISH PAVEMENT GRADES AT

TRANSITION TO EXISTING PAVEMENT SHALL MATCH

EXISTING PAVEMENT GRADES OR BE FEATHERED PAST

JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH, FREE DRAINING SURFACE. PONDING

SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR

PROPOSED STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL

PLANS FOR ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED

PAVEMENT OR GROUND SURFACE GRADE, UNLESS

OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND

REGULARLY MAINTAINS THE LANDSCAPING AND STORM

DRAINAGE STRUCTURES AFTER CONSTRUCTION.

PARTICULARLY IMPORTANT IS REGULAR CLEANING OF

STORM DRAINAGE BOXES AND TRENCH DRAINS TO AVOID

CLOGGING AND THEREBY PONDING OF STORMWATER

RUNOFF. CONTRACTOR SHALL COORDINATE WITH GEMS.

SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS

SHOWN IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF

ACCESSIBLE PATHS PER VA BARRIER FREE DESIGN

GUIDE IS 3% AND PER ABAAS STANDARDS IS 5%.

CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF THESE SLOPES ARE EXCEEDED IN ANY

PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING

UTILITY LINES AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR

DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR

EXTERIOR CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR

BRICK PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR

PAVEMENT MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR

METAL FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

EXISTING CATCH BASIN TO BE PROTECTED. SEE CK-40112

EXISTING SIGN TO BE RELOCATED15

CONSTRUCTION LAY DOWN/ACCESS20

LIMIT OF CONSTRUCTION/DISTURBANCE27

PHASE 3 DEMO

OR DEDUCT #1

COLUMN

GAS VALVE

er an s A ff ai rs D ep ar tm en t of

LOCATION MAP

TMS

460-14-00-017

DEDUCTION LINED

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

D

D D D D D D D D D D D D

DDDDDDDDDDDD

DEMO

BRICK

PAINT

CONCRETE

PHASE 1 DEMO

OR DEDUCT #1

BEE STREET

BR

AV

O S

TR

EE

T

PHARMACY

EXISTING BUILDING

FFE 12.80 MSL

DELTA STREET

FP FP FP FP FP FP FP FP FP FP

DEMOLITION PLAN KEYED NOTES

EXISTING HOSPITAL ACCESS TO BE LEFT IN PLACE1

EXISTING WALL2

PLAN KEYED NOTES

TIE TO DENTAL CLINIC PAVEMENT4

EXISTING CB. RIM 10.825

EXISTING SIDEWALK6

EXISTING CATCH BASIN TO BE PROTECTED. SEE CK-401.12

INSTALL FILTER TUBES. SEE CK-401.13

INSTALL SILT FENCE. SEE CK-401.14

CONSTRUCTION LAY DOWN/ACCESS20

EXISTING WALL TO BE REBUILT. SEE CS-200 & CJ-3004

8' EMERGENCY PATHWAY DURING CONSTRUCTION21

CONSTRUCTION FENCE22

29 29

LIMIT OF CONSTRUCTION/DISTURBANCE27

EXISTING TREES TO REMAIN PROTECTED. SEE CK-401.29

CONSTRUCTION LAY DOWN/ACCESS FOR ICU PROJECT30

er an s A ff ai rs D ep ar tm en

460-14-00-017

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929

DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE

ENOUGH TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT

AREAS, CONTRACTOR SHALL COORDINATE ACCESS

SCHEDULES AND LAY DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS

WHEN RELOCATED TO NEW LOCATION. CLEAN FLAG

POLES AND CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY,

AND COMS WILL BE DEMOED BACK FLUSH WITH EXISTING

CONCRETE. ANCHORS SHALL BE REMOVED OR CUT

FLUSH TO SURFACE OF THE CONCRETE. ALL SPACES,

CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS

FINISHED BACK TO A CLEAN EDGE. ALL DEMOLISHED

MATERIALS WILL BE REMOVED AND WILL NOT BE

ABANDONED IN WALL CAVITIES, CRAWL SPACES, CEILING

AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01

57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH

GRADE ELEVATIONS. FINISH PAVEMENT GRADES AT

TRANSITION TO EXISTING PAVEMENT SHALL MATCH

EXISTING PAVEMENT GRADES OR BE FEATHERED PAST

JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH, FREE DRAINING SURFACE. PONDING

SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR

PROPOSED STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL

PLANS FOR ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED

PAVEMENT OR GROUND SURFACE GRADE, UNLESS

OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND

REGULARLY MAINTAINS THE LANDSCAPING AND STORM

DRAINAGE STRUCTURES AFTER CONSTRUCTION.

PARTICULARLY IMPORTANT IS REGULAR CLEANING OF

STORM DRAINAGE BOXES AND TRENCH DRAINS TO AVOID

CLOGGING AND THEREBY PONDING OF STORMWATER

RUNOFF. CONTRACTOR SHALL COORDINATE WITH GEMS.

SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS

SHOWN IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF

ACCESSIBLE PATHS PER VA BARRIER FREE DESIGN

GUIDE IS 3% AND PER ABAAS STANDARDS IS 5%.

CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF THESE SLOPES ARE EXCEEDED IN ANY

PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING

UTILITY LINES AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR

DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR

EXTERIOR CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR

BRICK PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR

PAVEMENT MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR

METAL FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

COLUMN

GAS VALVE

DEDUCTION LINED

DEMO

BRICK

PAINT

CONCRETE

SILT FENCE AS REQUIRED DURING WALL AND PAVING

CONSTRUCTION. SEE CK-401

AV

O S

TR

EE

T

PHARMACY

EXISTING BUILDING

FFE 12.80 MSL

DELTA STREET

FP FP FP FP FP FP FP FP FP FP

EXISTING HOSPITAL ACCESS TO BE LEFT IN PLACE1

EXISTING WALL2

PLAN KEYED NOTES

NEW PAVING, PHASE 13

TIE TO DENTAL CLINIC PAVEMENT4

EXISTING CB. RIM 10.825

EXISTING SIDEWALK6

EXTERIOR WALL PHASE 1

CONCRETE SIDEWALK PHASE 2. SEE CK-400

BRICK PAVERS PHASE 3

12 FLAG POLE. STORE AND PROTECT REMOVED POLES TO BE

REUSED. SEE CK-400.

12 12 12 12 12 12 12 12 12

CG210CJ300

2,3,5

CG210CJ300

PHASE 1 CONSTRUCTIONPHASE 3 CONSTRUCTION

CG210CG211

26 BRICK PAVERS PHASE 1

27 LIMIT OF CONSTRUCTION/DISTURBANCE

28 NEW CURB AND PAVEMENT. SEE CK-400

er an s A ff ai rs D ep ar tm en

460-14-00-017

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929

DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE

ENOUGH TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT

AREAS, CONTRACTOR SHALL COORDINATE ACCESS

SCHEDULES AND LAY DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS

WHEN RELOCATED TO NEW LOCATION. CLEAN FLAG

POLES AND CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY,

AND COMS WILL BE DEMOED BACK FLUSH WITH EXISTING

CONCRETE. ANCHORS SHALL BE REMOVED OR CUT

FLUSH TO SURFACE OF THE CONCRETE. ALL SPACES,

CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS

FINISHED BACK TO A CLEAN EDGE. ALL DEMOLISHED

MATERIALS WILL BE REMOVED AND WILL NOT BE

ABANDONED IN WALL CAVITIES, CRAWL SPACES, CEILING

AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01

57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH

GRADE ELEVATIONS. FINISH PAVEMENT GRADES AT

TRANSITION TO EXISTING PAVEMENT SHALL MATCH

EXISTING PAVEMENT GRADES OR BE FEATHERED PAST

JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH, FREE DRAINING SURFACE. PONDING

SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR

PROPOSED STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL

PLANS FOR ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED

PAVEMENT OR GROUND SURFACE GRADE, UNLESS

OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND

REGULARLY MAINTAINS THE LANDSCAPING AND STORM

DRAINAGE STRUCTURES AFTER CONSTRUCTION.

PARTICULARLY IMPORTANT IS REGULAR CLEANING OF

STORM DRAINAGE BOXES AND TRENCH DRAINS TO AVOID

CLOGGING AND THEREBY PONDING OF STORMWATER

RUNOFF. CONTRACTOR SHALL COORDINATE WITH GEMS.

SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS

SHOWN IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF

ACCESSIBLE PATHS PER VA BARRIER FREE DESIGN

GUIDE IS 3% AND PER ABAAS STANDARDS IS 5%.

CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF THESE SLOPES ARE EXCEEDED IN ANY

PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING

UTILITY LINES AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR

DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR

EXTERIOR CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR

BRICK PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR

PAVEMENT MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR

METAL FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

COLUMN

GAS VALVE

DEDUCTION LINED

DEMO

BRICK

PAINT

CONCRETE

DELTA STREET DELTA STREET

EXISTING SIDEWALK6

PLAN KEYED NOTES

EXISTING FENCE15

RAMP CONNECTS TO EXISTING CONCRETE CURB.16

PAINT EXISTING CURB YELLOW. ADJUST ELEVATIONS ON

CURB TO MATCH GRADE.

CONCRETE INFILL TO MATCH GRATING AND EXISTING

CONCRETE

FUTURE COLUMNS19

DEMO EXISTING CONCRETE AS NEEDED TO INSTALL

ACCESS PLATFORM AND RAMP

DEMO 2' - 3'' OF EXISTING CONCRETE CURB9

DEMOLITION PLAN KEYED NOTES

DOOR LOCATION DEMO, MOVED - SEE ARCHITECTURAL.

EXISTING VENTILATION GRATE23

CG211CJ301

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929 DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE ENOUGH

TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT AREAS,

CONTRACTOR SHALL COORDINATE ACCESS SCHEDULES AND LAY

DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS WHEN

RELOCATED TO NEW LOCATION. CLEAN FLAG POLES AND

CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY, AND

COMS WILL BE DEMOED BACK FLUSH WITH EXISTING CONCRETE.

ANCHORS SHALL BE REMOVED OR CUT FLUSH TO SURFACE OF

THE CONCRETE. ALL SPACES, CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS FINISHED

BACK TO A CLEAN EDGE. ALL DEMOLISHED MATERIALS WILL BE

REMOVED AND WILL NOT BE ABANDONED IN WALL CAVITIES,

CRAWL SPACES, CEILING AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01 57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS, STRAIGHT

GRADES SHALL BE RUN BETWEEN ALL FINISH GRADE ELEVATIONS.

FINISH PAVEMENT GRADES AT TRANSITION TO EXISTING

PAVEMENT SHALL MATCH EXISTING PAVEMENT GRADES OR BE

FEATHERED PAST JOINTS WITH EXISTING PAVEMENT AS

REQUIRED TO PROVIDE A SMOOTH, FREE DRAINING SURFACE.

PONDING SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR PROPOSED

STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL PLANS FOR

ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT

OR GROUND SURFACE GRADE, UNLESS OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND REGULARLY

MAINTAINS THE LANDSCAPING AND STORM DRAINAGE

STRUCTURES AFTER CONSTRUCTION. PARTICULARLY IMPORTANT

IS REGULAR CLEANING OF STORM DRAINAGE BOXES AND TRENCH

DRAINS TO AVOID CLOGGING AND THEREBY PONDING OF

STORMWATER RUNOFF. CONTRACTOR SHALL COORDINATE WITH

GEMS. SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS SHOWN

IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF ACCESSIBLE

PATHS PER VA BARRIER FREE DESIGN GUIDE IS 3% AND PER

ABAAS STANDARDS IS 5%. CONTRACTOR SHALL NOTIFY COR AND

CIVIL ENGINEER IMMEDIATELY IF THESE SLOPES ARE EXCEEDED

IN ANY PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING UTILITY LINES

AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR EXTERIOR

CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR BRICK

PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR PAVEMENT

MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR METAL

FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

er an s A ff ai rs D ep ar tm en

460-14-00-017

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

DEMO

BRICK

PAINT

COLUMN

GAS VALVE

CONCRETE

DEDUCTION LINED

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

EXISTING ACCESS TO REMAIN AVAILABLE AFTER

CONSTRUCTION

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

NEW HANDRAIL. SEE CK-40035

AV

O S

TR

EE

T

PHARMACY

EXISTING BUILDING

FFE 12.80 MSL

DELTA STREET

FP FP FP FP FP FP FP FP FP FP

R12.3

R10.8

R6.8

APPROX. 112

5.

.8

9.

.5

APPROX. 148

5.

5.

6.

21.9

13.7

8.4

EXISTING HOSPITAL ACCESS TO BE LEFT IN PLACE1

EXISTING WALL2

PLAN KEYED NOTES

NEW PAVING, PHASE 13

TIE TO DENTAL CLINIC PAVEMENT4

EXISTING CB. RIM 10.825

EXISTING SIDEWALK6

EXTERIOR WALL PHASE 19

CONCRETE SIDEWALK PHASE 2. SEE CK-40010

BRICK PAVERS PHASE 311

FLAG POLE. STORE AND PROTECT REMOVED POLES TO BE

REUSED. SEE CK-400

12 12 12 12 12 12 12 12 12

6 9

13 PAINT STRIPES

14 NEW PAVING, PHASE 3.

14 314

PHASE 3

CONSTRUCTION

23 EXISTING VENTILATION GRATE

24 NEW PAINTED TRAFFIC ARROWS ON ROAD. SEE CK-400

27 LIMIT OF CONSTRUCTION/DISTURBANCE

er an s A ff ai rs D ep ar tm en

460-14-00-017

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

D

D D D D D D D D D D

D D

DDDDDDDDDDDD

PHASE 1

CONSTRUCTION

32 CANOPY DEDUCT #2. SEE STRUCTURAL

33 PLANTER DEDUCT #1. SEE CK-400

D D D D D

DDDDD 32

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929

DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE

ENOUGH TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT

AREAS, CONTRACTOR SHALL COORDINATE ACCESS

SCHEDULES AND LAY DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS

WHEN RELOCATED TO NEW LOCATION. CLEAN FLAG

POLES AND CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY,

AND COMS WILL BE DEMOED BACK FLUSH WITH EXISTING

CONCRETE. ANCHORS SHALL BE REMOVED OR CUT

FLUSH TO SURFACE OF THE CONCRETE. ALL SPACES,

CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS

FINISHED BACK TO A CLEAN EDGE. ALL DEMOLISHED

MATERIALS WILL BE REMOVED AND WILL NOT BE

ABANDONED IN WALL CAVITIES, CRAWL SPACES, CEILING

AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01

57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH

GRADE ELEVATIONS. FINISH PAVEMENT GRADES AT

TRANSITION TO EXISTING PAVEMENT SHALL MATCH

EXISTING PAVEMENT GRADES OR BE FEATHERED PAST

JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH, FREE DRAINING SURFACE. PONDING

SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR

PROPOSED STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL

PLANS FOR ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED

PAVEMENT OR GROUND SURFACE GRADE, UNLESS

OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND

REGULARLY MAINTAINS THE LANDSCAPING AND STORM

DRAINAGE STRUCTURES AFTER CONSTRUCTION.

PARTICULARLY IMPORTANT IS REGULAR CLEANING OF

STORM DRAINAGE BOXES AND TRENCH DRAINS TO AVOID

CLOGGING AND THEREBY PONDING OF STORMWATER

RUNOFF. CONTRACTOR SHALL COORDINATE WITH GEMS.

SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS

SHOWN IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF

ACCESSIBLE PATHS PER VA BARRIER FREE DESIGN

GUIDE IS 3% AND PER ABAAS STANDARDS IS 5%.

CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF THESE SLOPES ARE EXCEEDED IN ANY

PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING

UTILITY LINES AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR

DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR

EXTERIOR CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR

BRICK PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR

PAVEMENT MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR

METAL FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

COLUMN

GAS VALVE

DEDUCTION LINED

DEMO

BRICK

25 NEW WHEEL STOPS (TYP @ WALL). SEE CK-400

34 NEW GUARDRAIL ON TOP OF WALL. SEE CK-400

34 34

24 24 24

EUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGCEUGC

EUG

C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G C

EU

G

C

EU

G

C BEE STREET

BR

AV

O S

TR

EE

T

PHARMACY

EXISTING BUILDING

FFE 12.80 MSL

DELTA STREET

" R

C P

" R

CP

8" R

C P

FP FP FP FP FP FP FP FP FP FP

EXISTING HOSPITAL ACCESS TO BE LEFT IN PLACE1

EXISTING WALL2

PLAN KEYED NOTES

NEW PAVING, PHASE 13

TIE TO DENTAL CLINIC PAVEMENT4

EXISTING CB. RIM 10.825

EXISTING SIDEWALK6

STORM DRAIN LINE7

WATER LINE8

6 EXTERIOR WALL PHASE 1

CONCRETE SIDEWALK PHASE 2. SEE CK-400

BRICK PAVERS PHASE 3

12 FLAG POLE. STORE AND PROTECT REMOVED POLES TO BE

REUSED. SEE CK-400.

12 12 12 12 12 12 12 12 12 er an s A ff ai rs D ep ar tm en

460-14-00-017

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

D

D D D D D D D D D D

D D

DDDDDDDDDDDD

32 CANOPY DEDUCT #2. SEE STRUCTURAL

33 PLANTER DEDUCT #1. SEE CK-400

D D D D D

DDDDD 32

RALPH H. JOHNSON VA MEDICAL CENTER

KEY PLAN

PROJECT

SITE

LEGEND

EASEMENT

EXISTING CATCH BASIN (CB)

STORM DRAIN MANHOLE

LIMIT OF CONSTRUCTION/DISTURBANCE

PROPERTY LIMIT

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

SANITARY SEWER MANHOLE

CONTOURS - EXIST. GRADE

SPOT ELEVATION

EXISTING TREES

SIGN

TRAFFIC FLOW

WATER VALVE

FIRE HYDRANT

IRRIGATION CONTROL VALVE

GAS METER

LIGHT POLE

HANDICAP PARKING

BOLLARD

POWER POLE

SD

SF

SS

STORM DRAINAGE

SANITARY SEWER

SILT FENCE

G EXISTING GAS PIPE

EXISTING WATER PIPEEW

POTABLE WATERPW

E

FIRE PROTECTION WATERFW

FENCE LINE

EXISTING ELECTRICAL LINE

EXISTING UNDERGROUND COMMUNICATIONS

CURB LINE

FLAG POLEFP

EE

EUGC

EXISTING STORM DRAINAGEESD

GENERAL NOTES

1. SURVEY BY CRAIG C. BAUMER DATED JANUARY 2017, 1929

DATUM.

2. UNDERSLAB WORK MAY REQUIRE A CONFINED SPACE

PERMIT-COORDINATING WITH VA COR, AND INCLUDE

ENOUGH TIME FOR VA RESPONSE.

3. OTHER CONTRACTORS ARE WORKING IN ADJACENT

AREAS, CONTRACTOR SHALL COORDINATE ACCESS

SCHEDULES AND LAY DOWN ACCESS AND WORK SPACE.

4. PROTECT FLAG POLES AND FLAG POLE CONNECTIONS

WHEN RELOCATED TO NEW LOCATION. CLEAN FLAG

POLES AND CONNECTIONS. RECOAT CONNECTIONS.

5. CONTRACTOR SHALL VERIFY LOCATION OF FLAG POLES.

6. SEE C-211 FOR EGRESS AREA DEMO PLAN AND NOTES.

7. CONTRACTOR SHALL CONFIRM THAT ALL DEMOLISHED IT,

ELECTRICAL, PLUMBING, FIRE, MECHANICAL, SECURITY,

AND COMS WILL BE DEMOED BACK FLUSH WITH EXISTING

CONCRETE. ANCHORS SHALL BE REMOVED OR CUT

FLUSH TO SURFACE OF THE CONCRETE. ALL SPACES,

CONCEALED AND UNCONCEALED.

8. CONTRACTOR SHALL DEMO CONCRETE AND MATERIALS

FINISHED BACK TO A CLEAN EDGE. ALL DEMOLISHED

MATERIALS WILL BE REMOVED AND WILL NOT BE

ABANDONED IN WALL CAVITIES, CRAWL SPACES, CEILING

AREAS.

9. CONTRACTOR SHALL RECYCLE AT LEAST 50% OF ALL

CONSTRUCTION AND DEBRIS.

10. CONTRACTOR SHALL RECYCLE ALL METAL DEBRIS.

11. NOISE AND VIBRATIONS SHALL COMPLY WITH NOISE AND

VIBRATION CRITERIA. SEE VA SPECIFICATION SECTION 01

57 19.

12. UNLESS OTHERWISE SHOWN ON THE DRAWINGS,

STRAIGHT GRADES SHALL BE RUN BETWEEN ALL FINISH

GRADE ELEVATIONS. FINISH PAVEMENT GRADES AT

TRANSITION TO EXISTING PAVEMENT SHALL MATCH

EXISTING PAVEMENT GRADES OR BE FEATHERED PAST

JOINTS WITH EXISTING PAVEMENT AS REQUIRED TO

PROVIDE A SMOOTH, FREE DRAINING SURFACE. PONDING

SHALL NOT BE ALLOWED ANYWHERE ON SITE.

13. ALL ROOF DRAINS TO BE TIED TO EXISTING OR

PROPOSED STRUCTURES WITHIN BUILDING FOOTPRINT.

14. ABAAS DESIGNED RAMPS SHALL NOT EXCEED MAXIMUM

ALLOWABLE SLOPE OF 8.33%. SEE ARCHITECTURAL

PLANS FOR ABAAS SIGNAGE.

15. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED

PAVEMENT OR GROUND SURFACE GRADE, UNLESS

OTHERWISE NOTED.

16. IT IS IMPERATIVE THAT THE VA PROPERLY AND

REGULARLY MAINTAINS THE LANDSCAPING AND STORM

DRAINAGE STRUCTURES AFTER CONSTRUCTION.

PARTICULARLY IMPORTANT IS REGULAR CLEANING OF

STORM DRAINAGE BOXES AND TRENCH DRAINS TO AVOID

CLOGGING AND THEREBY PONDING OF STORMWATER

RUNOFF. CONTRACTOR SHALL COORDINATE WITH GEMS.

SEE DETAILS.

17. CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF EXISTING GRADES DIFFER THAN WHAT IS

SHOWN IN PLANS.

18. MAXIMUM ALLOWABLE LONGITUDINAL SLOPE OF

ACCESSIBLE PATHS PER VA BARRIER FREE DESIGN

GUIDE IS 3% AND PER ABAAS STANDARDS IS 5%.

CONTRACTOR SHALL NOTIFY COR AND CIVIL ENGINEER

IMMEDIATELY IF THESE SLOPES ARE EXCEEDED IN ANY

PEDESTRIAN AREAS.

19. CONTRACTOR SHALL MODIFY OR EXTEND EXISTING

UTILITY LINES AS NECESSARY FOR NEW CONSTRUCTION.

20. REFER TO VA SPECIFICATIONS SECTION 31 20 00 FOR

EARTHWORK.

21. REFER TO VA SPECIFICATIONS SECTION 02 41 00 FOR

DEMOLITION.

22. REFER TO VA SPECIFICATIONS SECTION 32 05 23 FOR

EXTERIOR CONCRETE.

23. REFER TO VA SPECIFICATIONS SECTION 32 14 16 FOR

BRICK PAVING.

24. REFER TO VA SPECIFICATIONS SECTION 32 17 23 FOR

PAVEMENT MARKING.

25. REFER TO VA SPECIFICATIONS SECTION 05 50 00 FOR

METAL FABRICATIONS.

26. REFER TO VA SPECIFICATIONS SECTION 03 30 53 FOR

CAST-IN-PLACE CONCRETE.

27. REFER TO VA SPECIFICATIONS SECTION 01 00 00 FOR

DEDUCTIONS.

28. DELTA STREET LOADS DURING CONSTRUCTION

A. MATERIAL STORAGE 120 PSF

B. VEHICLE LOADS:

MAXIMUM AXLE LOAD = 10K

MAXIMUM CENTERED ON PAVEMENT BEAM SPAN = 9K

29. REFER TO CK-401 FOR EROSION CONTROL DEWATERING.

COLUMN

GAS VALVE

DEDUCTION LINED

DEMO

BRICK

WIDTH VARIES WITH SLANTED

PARKING SPACES (SEE PLAN)

NEW ALUMINUM GUARDRAILS IN

ACCORDANCE WITH IBC 2015

SEE DETAIL E/CK-400

NEW #4 DOWLELS AT 6" O.C. ON OUTSIDE FACE

(EXTENDED FROM SLAB REINFORCING)

NEW #4 AT 8" O.C. ON EACH FACE

EXIST. VERTICAL BARS TO REMAIN AND

BE PROTECTED DURING ALL NEW WORK

NEW 3/4" SAW CUT (WITHOUT CUTTING

EXISTING REINFORCING STEEL) E.S.

NEW WHEEL STOP

SEE DETAIL A/CK-400

1 1/2" CLEAR

(E.S. OF WALL)

8"

4'

0" M

IN

" M

AX

6"

6' - 0" (±)

24"

HOOK

2" CLEAR

(TYP. AT TOP

AND BOTTOM)

14" MIN. LAP OVER

ORIGINAL CONCRETE

NEW 3/4" SAW CUT (WITHOUT CUTTING

EXISTING REINFORCING STEEL) TYP. AT

T & B OF CONCRETE TO BE CHIPPED

EXISTING REINFORCING STEEL

TO REMAIN AND BE PROTECTED

DURING ALL NEW WORK

NEW BACKER-ROD PLUS

SIKA "SIKAFLEX-2c NS"

JOINT SEALANT OR

APPROVED EQUAL

NEW CAST-IN-PLACE

CONCRETE

NEW UNIFORMLY CHIPPED AND

THOROUGHLY CLEANED CONCRETE

FOR RECEIPT OF NEW CONCRETE

NEW #4 AT 6" O.C. EACH WAY

(CENTERED IN SLAB)

NEW #4 DOWELS

AT 6" O.C. ON

INSIDE FACE

EXISTING SLAB CURB

#4 CONTINUOUS

GROUT

BRICK PAVERS

SEE STRUCTURAL DWG SK-300 FOR

CANOPY COLUMNS LOCATION AND SPACING

PIN ON SETTING PAVERS AND GROUT

#3 HOOK @ 12" OC

#4 @ 12" EACH WAY

4" EMBEDMENT INTO DRIVEWAY

SLAB IN APPROVED ADHESIVE

NEW ALUMINUM GUARDRAILS IN

ACCORDANCE WITH IBC 2015

SEE DETAIL E/CK-400

" M

AX

. 6' - 0" (±)

NEW #4 DOWELS

AT 6" O.C. ON

INSIDE FACE

14" MIN. LAP OVER

ORIGINAL CONCRETE

NEW 34" SAW CUT (WITHOUT CUTTING

EXISTING REINFORCING STEEL) TYP. AT

T & B OF CONCRETE TO BE CHIPPED

EXISTING REINFORCING STEEL

TO REMAIN AND BE PROTECTED

DURING ALL NEW WORK

NEW UNIFORMLY CHIPPED AND

THOROUGHLY CLEANED CONCRETE

FOR RECEIPT OF NEW CONCRETE

NEW #4 AT 6" O.C. EACH WAY

(CENTERED IN SLAB)

NEW BACKER-ROD PLUS

SIKA "SIKAFLEX-2c NS"

JOINT SEALANT OR

APPROVED EQUAL

2" CLEAR

(TYP. AT TOP

AND BOTTOM)

24"

HOOK

4'

0" M

IN

NEW WHEEL STOP

SEE DETAIL A/CK-400

NEW 34" SAW CUT (WITHOUT CUTTING

EXISTING REINFORCING STEEL) E.S.

EXIST VERTICAL BARS TO REMAIN AND

BE PROTECTED DURING ALL NEW WORK

NEW #4 AT 8" O.C. ON EACH FACE

NEW #4 DOWELS AT 6" O.C. ON OUTSIDE FACE

(EXTENDED FROM SLAB REINFORCING)

1 12" CLEAR

(E.S. OF WALL)

WIDTH VARIES WITH SLANTED

PARKING SPACES

NEW CAST-IN-PLACE

CONCRETE

FILL VOID W/CLEAN

FILL AS NEEDED TO

PLACE CONCRETE

SCALE: 1 = 2

DEMOLITION SECTION AT EXISTING PLANTER - PLANTER DEDUCT #1

SCALE: 1 = 2

SECTION AT NEW ROADWAY OVER ORIGINAL PLANTER - PLANTER DEDUCT #1

SCALE: 1 = 2

SECTION AT NEW SIDEWALK

SCALE: 1/4" = 1

SECTION AT NEW SIDEWALL

SCALE: 1 = 2

SECTION AT NEW ROADWAY OVER ORIGINAL PLANTER - PLANTER DEDUCT #1

CJ300CJ300

CG210CJ300

CJ210CJ300

CG210CJ300

CJ300CJ300

2 3

54 1

CG210CJ300

er an s A ff ai rs D ep ar tm en

ABBREVIATIONS

CATCH BASIN

DEDUCTION

DROP INLET

EXISTING ELECTRICAL

ELEVATION

EXISTING GAS

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING STORM CATCH BASIN

EXISTING WATER

EXISTING STORM DRAIN

EXISTING UNDERGROUND COMMUNICATIONS

FLAG POLE

FEET

FIN. FLOOR ELEVATION

FIRE HYDRANT ASSEMBLY

FIRE PROTECTION WATER

HANDICAP

HEAVY DUTY

INLET PROTECTION

INVERT ELEVATIONLIGHT DUTY

LINEAR FEET

LIMITS OF DISTRUBANCE

PROPERTY LINE

RADIUS

REINFORCED CONCRETE PIPE

RIGHT OF WAY

SANITARY SEWER

STORM DRAIN CATCH BASIN

STORM DRAIN MANHOLE

SQUARE FEET

TOP OF CURB

TYPICAL

WATER

WATER VALVE

CB

D

DI

EE

ELEV.

EG

ESS

ESSMH

ESCB

EW

ESD

EUGC

FP

FT

FFE

FHA

FW

HCP

HD

IP

LD

LF

LOD

PL

R

RCP

ROW

SS

SDCB

SDMH

SF

TOC

TYP

W

WV

1.0 C 20 CORRUGATED DECK WITH CONT.

CELL CLOSURE EACH END

WWF 6x6- W2.9 xW2.9

REINFORCING

1% SLOPE DOWN

EXISTING WALL

CONTRACTOR TO CUT AND REMOVE

EXISTING CONCRETE TO ENSURE

A 2" MINIMUM NEW CONCRETE

THICKNESS ALONG EDGE

EXISTING CONCRETEEXISTING CONCRETE

EXISTING CONCRETE

(2) #4 CONT

#4 @ 18" OC.

GALVANIZED L2x2x1/4" W/ 1/2"Øx3" HEADED STUD

ANCHOR @18" OC.TYP.

#4 DOWEL @ 18" OC.

#4 CONT

OPEN

1% SLOPE DOWN

SLO

PE TO

M

ATC

H

AD

JAC

EN

T

5% S

LO

PE

D O

W N

1% SLOPE DOWN

ALUMINUM HANDRAIL BY FABRICATOR

TO MATCH EXISTING, CONTRACTOR TO

COORDINATE LAYOUT.EXISTING CURB AND HANDRAIL

STEP

CJ301CJ301

4" MINIMUM CONCRETE.

THICKNESS VARIES PER SLOPE

SEE DETAIL.(TYP)

CJ301CJ301

GRATING BELOW NOT SHOWN FOR CLARITY

NEW HANDRAIL

RETURN

ALUMINUM HANDRAIL BY FABRICATOR

TO MATCH EXISTING, CONTRACTOR TO

COORDINATE LAYOUT.

ALUMINUM HANDRAIL BY FABRICATOR

TO MATCH EXISTING, CONTRACTOR TO

COORDINATE LAYOUT.

EDGE OF FOOTING

ALUMINUM HANDRAIL BY FABRICATOR

TO MATCH EXISTING, CONTRACTOR TO

COORDINATE LAYOUT.

CONCRETE SLAB, SEE PLAN

FOR REINFORCING.

2 1/2"Ø PIPE

SCALE: 3/4" = 1'

PLATFORM PLAN VIEW

CG211CJ311

SCALE: 1 1/2" = 1'

CJ301CJ301

SECTION

SCALE: 3" = 1'

CJ301CJ301

HANDRAIL DETAIL WITH EMBEDDED SLEEVE

DESIGN IS BASED ON 2015 IBC CODE, VA REGULATIONS AND

DESIGN INFORMATION PRIOR TO DATE OF DRAWINGS.

er an s A ff ai rs D ep ar tm en

CONCRETE WHEEL STOP

4-1/2"6"

6'-0"

9" 1/4"1/4"

6"

5"

2- 1/

8"

2-7/8"

2-1"Ø HOLES

5"

2" 3"

2"

9"

SEAL 1/2" DEEP

HOLE W/ MORTAR

2-#3 REBARS

#6 @ 2'-6"

LONG

100-FT. MIN.

24-FT. M

IN.

PUBLIC ROAD

CONCRETE CURB

6-INCH MIN

1/2" EXPANSION JOINT

PROPOSED CONCRETE SIDEWALK

R

IG

ID

ST

R U

C

TU

R E

1/8" RADIUS

JOINT FILLER

1/8" TO 1/4"

1/2"

1/8"

4"

JOINT FILLER

SURFACE OF GUTTER

JOINT SEALER 1/8" RADIUS (TYPICAL)

NOTES:

1. A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE

SIDEWALK AT 5' INTERVALS. ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45'

INTERVALS NOT TO EXCEED 50' AND MATCHING EXPANSION/CONSTRUCTION JOINT IN

ADJACENT CURB. A SEALED 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE

SIDEWALK JOINS ANY RIGID STRUCTURE.

2. SIDEWALK AT DRIVEWAY ENTRANCES TO BE 6" THICK. WIDTH OF SIDEWALK SHALL BE A

MINIMUM OF 5'.

3. ALL CONCRETE PAVED AREAS SHALL HAVE EXPANSION JOINTS SPACED ON A 20' WIDE

GRID PATTERN.

4. SIDEWALK TO BE POURED TO END OF RADIUS AT INTERSECTING STREETS.

5. CONCRETE COMPRESSIVE STRENGTH SHALL BE 3600 PSI. IN 28 DAYS.

6. CONTRACTION JOINTS SHALL BE SPACED AT 10-FOOT INTERVALS. FOR VALLEY GUTTER,

A 10-FOOT SPACING MAY BE USED WHEN A MACHINE IS USED. JOINT SPACING MAY BE

ALTERED BY THE COUNTY ENGINEER TO PREVENT UNCONTROLLED CRACKING.

7. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY

OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED BY TEMPLATES, A

MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.

8. ALL EXPANSION JOINTS SHALL BE SPACED AT 90-FOOT INTERVALS, AND ADJACENT TO

ALL RIGID OBJECTS. JOINTS SHALL MATCH LOCATIONS WITH JOINTS IN ABUTTING

SIDEWALK.

9. CONCRETE COMPRESSIVE STRENGTH SHALL BE 4000 P.S.I. IN 28 DAYS.

10. CURB SHALL BE DEPRESSED AT INTERSECTIONS TO PROVIDE FOR FUTURE ACCESSIBLE

RAMPS.

11. TOP 6" OF SUBGRADE BENEATH THE CURB AND GUTTER SHALL BE COMPACTED TO 100%

STANDARD PROCTOR DENSITY.

NOTES:

INSPECTION AND MAINTENANCE:

INSPECT CONSTRUCTION ENTRANCES EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24-HOURS AFTER EACH RAINFALL EVENT THAT PRODUCES

½-INCHES OR MORE OF PRECIPITATION, OR AFTER HEAVY USE.

CHECK FOR MUD AND SEDIMENT BUILDUP AND PAD INTEGRITY.

MAKE DAILY INSPECTIONS DURING PERIODS OF WET WEATHER.

MAINTENANCE IS REQUIRED MORE FREQUENTLY IN WET WEATHER CONDITIONS. RESHAPE THE STONE PAD AS NEEDED FOR DRAINAGE AND

RUNOFF CONTROL.

WASH OR REPLACE STONES AS NEEDED AND AS DIRECTED BY THE INSPECTOR. THE STONE IN THE ENTRANCE SHOULD BE WASHED OR REPLACED WHENEVER THE ENTRANCE FAILS TO REDUCE MUD BEING CARRIED OFF-SITE BY VEHICLES. FREQUENT WASHING WILL EXTEND THE

USEFUL LIFE OF STONE.

IMMEDIATELY REMOVE MUD AND SEDIMENT TRACKED OR WASHED ONTO PUBLIC ROADS BY BRUSHING OR SWEEPING.

FLUSHING SHOULD ONLY BE USED WHEN THE WATER CAN BE DISCHARGED TO A SEDIMENT TRAP OR BASIN. REPAIR ANY BROKEN PAVEMENT

IMMEDIATELY.

WHEN AND WHERE TO USE IT

STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND

MOVING DIRECTLY ONTO A PUBLIC ROAD.

IMPORTANT CONSIDERATIONS

IF WASHING IS USED, PROVISIONS MUST BE MADE TO INTERCEPT THE WASH WATER AND TRAP THE SEDIMENT BEFORE IT IS CARRIED OFFSITE.

WASHDOWN FACILITIES SHALL BE REQUIRED AS NEEDED.

WASHDOWN AREAS IN GENERAL MUST BE ESTABLISHED WITH CRUSHED GRAVEL AND DRAIN INTO A SEDIMENT TRAP OR SEDIMENT BASIN.

CONSTRUCTION ENTRANCES SHOULD BE USED IN CONJUNCTION WITH THE STABILIZATION OF CONSTRUCTION ROADS TO REDUCE THE AMOUNT

OF MUD PICKED UP BY VEHICLES.

INSTALLATION:

1. REMOVE ALL VEGETATION AND ANY OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA.

2. DIVERT ALL SURFACE RUNOFF AND DRAINAGE FROM STONES TO A SEDIMENT TRAP OR BASIN.

3. INSTALL A NON-WOVEN GEOTEXTILE FABRIC PRIOR TO PLACING ANY STONE.

4. INSTALL A CULVERT PIPE ACROSS THE ENTRANCE WHEN NEEDED TO PROVIDE POSITIVE DRAINAGE. THE ENTRANCE SHALL CONSIST OF

1-INCH TO 3-INCH D50 STONE PLACED AT A MINIMUM DEPTH OF 6-INCHES. MINIMUM DIMENSIONS OF THE ENTRANCE SHALL BE 24-FEET WIDE BY 100-FEET LONG, AND MAY BE MODIFIED AS NECESSARY TO ACCOMMODATE SITE CONSTRAINTS.

5. THE EDGES OF THE ENTRANCE SHALL BE TAPERED OUT TOWARDS THE ROAD TO PREVENT TRACKING OF MUD AT THE EDGE OF THE

ENTRANCE.

INSTALL A CULVERT PIPE ACROSS THE

ENTRANCE WHEN NEEDED TO PROVIDE

POSITIVE DRAINAGE.

DIVERT ALL SURFACE RUNOFF AND DRAINAGE

FROM THE STONE PAD TO A SEDIMENT TRAP

OR BASIN OR OTHER SEDIMENT TRAPPING

STRUCTURE.

SIDE WALK

PROPOSED CURB

AVERAGE STONE DIAMETER

OF 2 TO 3-INCHES WITH A

6-INCH MINIMUM DEPTH

UNDERLINING

NON-WOVEN

GEOTEXTILE FABRIC

EDGES SHALL BE TAPERED

OUT TOWARDS ROAD TO

PREVENT TRACKING OF MUD

ON THE EDGES

B C

D E

NEW ALUMINUM FLAGPOLE,

ACCESSORIES, AND CONNECTIONS TO

THE SUPERSTRUCTURE DESIGNED AND

CERTIFIED BY THE FLAGPOLE

MANUFACTURER FOR 155 mph WINDS

PER IBC 2015 AND ASCE 7-10 (THE

FLAGPOLE MANUFACTURER SHALL

PROVIDE CERTIFICATION FOR

CONFORMANCE WITH WIND LOAD

REQUIREMENTS, SEALED BY A

REGISTERED ENGINEER IN THE STATE

OF SC)

NEW STAINLESS STEEL FASTENERS DESIGNED BY THE FLAGPOLE

MANUFACTURER FOR 155 mph WINDS IN ACCORDANCE WITH IBC

2015 AND ASCE 7-10

NEW BARRIER WALL

2 - 38" DIAMETER X 5 18" LONG AISI TYPE 316

STAINLESS STEEL HILTI "HAS-R RODS" (WITH

WASHERS AND LOCK NUTS) ANCHORED IN

16" DIAMETER X 4 12" DEEP DRILLED HOLES

FILLED WITH HILTI "HIT-RE-500" INJECTION

ADHESIVE

ALUMINUM 2" O.D. x 0.125"

WALL CONTINUOUS TOP RAIL

ALUMINUM 2" O.D. x 0.125" WALL ROUND

TUBE POSTS AT 4'-0" MAXIMUM SPACINGS

ALUMINUM 1.5" O.D. x 0.156"

WALL ROUND TUBE BETWEEN POSTS

ALUMINUM 0.75" O.D. x 0.065" WALL ROUND

PICKETS AT 4 12" O.C., AS REQUIRED FOR

COMPLETE CONTAINMENT OF A 4" DIAMETER SPHERE

ALUMINUM 1.5" O.D. x 0.156"

WALL ROUND TUBE BETWEEN POSTS

ALUMINUM 4 12" O.D. x 38 " BASE PLATE

COORDINATION WITH THE

FLAGPOLE MANUFACTURER

AND ENGINEER IN THE

FIELD BASED ON EXISTING

CONDITIONS AND WIND

LOAD REQUIREMENTS

TYPICAL NEW GUARDRAIL AND FLAGPOLES AT TOP OF NEW BARRIER WALLS (SEE DETAIL SHEET CK-401 AND PLANS) - PLANTER DEDUCT #1

A

NOT TO

SCALE

NOT TO

SCALE

NOT TO

SCALE

NOT TO

SCALE

NOT TO

SCALE

NOTES:

1. ALL NEW GUARDRAILS SHALL BE ALUMINUM AND DESIGNED BY FABRICATOR IN

ACCORDANCE WITH CONFIGURATION AND LOAD REQUIREMENTS OF THE 2012

INTERNATIONAL BUILDING CODE. GUARDRAIL DESIGNS, INCLUDING CALCULATIONS

AND SHOP DRAWINGS, MUST BE SEALED BY A REGISTERED STRUCTURAL ENGINEER IN

THE STATE OF SC FOR CONFORMANCE WITH THE 2012 INTERNATIONAL BUILDING

CODE.

2. SHOP DRAWINGS AND MICK-UP SAMPLE OF ALL ALUMINUM GUARDRAILS, GUARDRAIL

CONNECTIONS, AND APPURTENANCES SHALL BE SUBMITTED TO THE

ARCHITECT/ENGINEER FOR REVIEW PRIOR TO FABRICATION OF NEW MATERIALS.

SHOP DRAWINGS SHALL INCLUDE, BUT NOT LIMITED TO, MEMBER SIZES, MATERIAL

GRADES, DIMENSIONS, SPACING AND CONNECTIONS AS REQUIRED FOR COMPLETE

INSTALLATION. THE MOCK-UP SAMPLE SHALL INCLUDE EXAMPLES OF ALL ANTICIPATED

MATERIALS, FINISHES, SHOP CONNECTIONS, AND FIELD CONNECTIONS.

3. ALL ALUMINUM SHALL BE TYPE 6061-T6 IN ACCORDANCE WITH SPECIFICATIONS OF THE

ALUMINUM ASSOCIATION AND COATED WITH A 70% KYNAR FLUOROCARBON COATING,

AFTER FABRICATION, AS REQUIRED FOR RESISTANCE TO THE EXTERIOR

ENVIRONMENT.

4. ALL SHOP ALUMINUM TO ALUMINUM CONNECTIONS SHALL BE CONTINUOUSLY WELDED

IN ACCORDANCE WITH AMERICAN WELDING SOCIETY SPECIFICATIONS FOR TYPE

6061-T6 ALUMINUM, BY CERTIFIED WELDERS. ALL FIELD ALUMINUM TO ALUMINUM

CONNECTIONS SHALL BE SCREWED OR BOLTED CONNECTIONS USING AISI TYPE 304

OR 316 STAINLESS STEEL FASTENERS.

5. ALL BOLTS AND FASTENERS ANCHORING ALUMINUM TO THE SUPERSTRUCTURE SHALL

BE STAINLESS STEEL, AISI TYPE 304 OR TYPE 316.

6. ALL ALUMINUM IN CONTACT WITH DISSIMILAR MATERIALS SHALL BE PROTECTED FROM

GALVANIC CORROSION WITH ADEQUATE COATINGS AND/OR BARRIER MEMBRANES.

7. SECURELY ATTACH FABRIC TO CONSTRUCTION FENCING (ATTACHMENTS SHALL BE A

MAXIMUM OF EVERY 6' AND SHALL BE AT BOTH TOP AND BOTTOM OF FABRIC). LAY

WEIGHTED TUBE INLETS OR SANDBAGS OVER SILT FENCE AT GRADE TO ENSURE NO

SEDIMENT LEAVES THE SITE.

8. MAXIMUM SILT FENCE HEIGHT: 36 INCHES ABOVE GROUND (MIN. 24 INCHES).

9. MINIMUM 6 INCH OVERLAP AT JOINTS AND JOINTS SHALL ONLY BE AT SUPPORTS.

10. WHERE APPLICABLE MINIMUM, BURY DEPTH OF SILT FENCE IS 6 INCHES BELOW

GRADE.

11. SILT FENCE CHECKS OR TIE-BACKS MUST BE LOCATED EVERY 100 FEET MAX. AND AT

LOW POINTS ALONG THE FENCE RUN.

12. FILTER FABRIC AND SEDIMENT TUBES/SAND BAGS SHALL BE INSPECTED BY

CONTRACTOR IMMEDIATELY AFTER EACH RAINFALL AND AT LEAST DAILY DURING

PROLONGED RAINFALL. ANY REQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.

13. EXISTING FLAGPOLES TO BE STORED & PROTECTED TO BE USED.

TEMPORARY STABILIZED CONSTRUCTION ENTRANCE

TRANSVERSE

EXPANSION JOINT

IN SIDEWALK

TRANSVERSE

EXPANSION JOINT

GROOVE JOINT IN

SIDEWALK

DETAILS SHOWING

EXPANSION

JOINTS FOR CONCRETE

SIDEWALK

KEYED NOTES

1. LINE OF FACE OF CURB (CURB

GRADE SHOWN ON PLAN)

2. PAVEMENT AT GRADE SHOWN ON

PLAN

3. CONCRETE

4. PREPARED SUB-GRADE

5. STONE BASE

6. LINE FOR BACK OF CURB

NOTE:

ALL CURBS TO HAVE 3 4"

EXPANSION JOINT AT

MAXIMUM 100 FEET WITH

DOWELS AND CONTROL

JOINTS AT MAX. 20 FEET

6"

M

IN

IM

U

M

R2"

ALUM. PIPE CAP #TC-1

SPRING LOCK WASHER (S.S.)

1/4" ROUND HEAD MACHINE SCREW (S.S.)

CAP SCREW (S.S.)

5/16" SOCKET HEAD

HI-COLLAR SPRING LOCK WASHER (S.S.)

CAST ALUM. RAIL SUPPORT #ASF-2

CAST ALUM. POST ADAPTER #ASF-1

OR #TC-2

POST

5/16" ALUM.

RIVET NUT

15/16"

2 7/8"

1 1/2" SCH.40 ALUMINUM PIPE

POST

#ASF FITTING

RETURN

UPPER

RETURN

LOWER

2" M

IN

36" MIN.

34"-38"

1' MIN.

5' MIN.

2'-6"

3 3/8"

MAX.

1' MIN.

NOTES:

1. HANDRAIL TO BE CONTINUOUS

THROUGH LEVEL AREAS

F NOT TO

SCALEADA HANDRAIL

NEW ROAD

NEW 6' WHEEL

STOP CENTERED

IN WIDTH OF PARKING

SPACE.

G CONCRETE WHEEL STOP DIMS NOT TO

SCALE

6' - 0

H TRAFFIC FLOW STRAIGHT ARROW NOT TO

SCALE

SCDOT TRAFFIC FLOW

STRAIGHT ARROW

DRILL INTO EXISTING

CONCRETE SLAB

SIDEWALK

OR GRADE

NEW GROUNDING USE 2 PIGTAILS

BONDED TO NEW REBAR AND SYSTEM

IN WALL AND ROAD

NEW WALL

EXISTING

PLANTER

NEW CURB

EXISTING CURB

I PLANTER DEDUCT #1 - PHASE 1 NOT TO

SCALE

er an s A ff ai rs D ep ar tm en

MAXIMUM SEDIMENT TUB SPACINGSLOPE

4% 3%

2%

LESS THAN 2%

50-FEET

40-FEET

30-FEET

25-FEET

5%

6%

GREATER THAN 6%

150-FEET

100-FEET

75-FEET

48" MINIMUM

LENGTH

2.0' SPACING (TYPICAL)

CONTINUOUS ALONG TUBE

2.0'MINIMUM

STAKES

PLACED

AT 2'

MINIMUM

SPACING

FLOW

2" X 2" WOOD STAKES OR

1.25 #/FT STEEL POST

SEDIMENT TUBE DESCRIPTION

SEDIMENT TUBES ARE ELONGATED TUBES OF COMPACTED GEOTEXTILES, CURLED

EXCELSIOR WOOD, NATURAL COCONUT FIBER OR HARDWOOD MULCH. STRAW, PINE

NEEDLE AND LEAF MULCH-FILLED SEDIMENT TUBES ARE NOT PERMITTED UNDER

THIS SPECIFICATION.

SEDIMENT TUBE LENGTH SELECTED SHOULD MINIMIZE THE NUMBER OF SEDIMENT

TUBES NEEDED TO SPAN THE WIDTH OF THE DRAINAGE CONVEYANCE.

IF THE DITCH CHECK LENGTH (PERPENDICULAR TO THE WATER FLOW) IS 15 FEET,

THEN ONE 15 FOOT SEDIMENT TUBE IS PREFERRED COMPARED TO TWO

OVERLAPPING 10 FOOT SEDIMENT TUBES.

SEDIMENT TUBES FOR DITCH CHECKS SHOULD REMAIN IN PLACE UNTIL FULLY

ESTABLISHED VEGETATION AND ROOT SYSTEMS HAVE COMPLETELY DEVELOPED

AND CAN SURVIVE ON THEIR OWN.

INSPECTION AND MAINTENANCE:

- CHECK DAMS SHOULD BE INSPECTED EVERY 7 CALENDAR DAYS AND WITHIN

24-HOURS AFTER EACH STORM THAT PRODUCES ½-INCHES OR MORE OF RAIN

TO ENSURE CONTINUED EFFECTIVENESS.

- LARGE DEBRIS, TRASH, AND LEAVES SHOULD BE REMOVED.

- IF EROSION CAUSES THE EDGES TO FALL TO A HEIGHT EQUAL TO OR BELOW

THE HEIGHT OF THE CENTER, REPAIRS SHOULD BE MADE IMMEDIATELY.

- REMOVE ACCUMULATED SEDIMENT FROM THE UPSTREAM SIDE OF THE

SEDIMENT TUBE WHEN THE SEDIMENT HAS REACHED A HEIGHT OF -

APPROXIMATELY ONE-THIRD OF THE EXPOSED HEIGHT OF THE TUBE

(MEASURED AT THE CENTER).

- ACCUMULATED SEDIMENT SHOULD BE REMOVED PRIOR TO REMOVING

SEDIMENT TUBES.

- SEDIMENT TUBE REMOVAL SHOULD BE COMPLETED ONLY AFTER THE

CONTRIBUTING DRAINAGE AREA HAS BEEN COMPLETELY STABILIZED.

- PERMANENT VEGETATION SHOULD REPLACE AREAS FROM WHICH GRAVEL,

STONE, SEDIMENT TUBES, OR OTHER MATERIALS HAVE BEEN REMOVED.

WHEN AND WHERE TO USE IT

INSTALL SEDIMENT TUBES ALONG CONTOURS, IN DRAINAGE CONVEYANCE SWALES,

AND AROUND INLETS TO HELP REDUCE THE EFFECTS OF SOIL EROSION BY ENERGY

DISSIPATION AND RETAIN SEDIMENT.

MATERIALS:

SEDIMENT TUBES FOR DITCH CHECKS AND TYPE A INLET STRUCTURE FILTERS

EXHIBIT THE FOLLOWING PROPERTIES: PRODUCED BY A MANUFACTURER

EXPERIENCED IN SEDIMENT TUBE MANUFACTURING. COMPOSED OF COMPACTED

GEOTEXTILES, CURLED EXCELSIOR WOOD, NATURAL COCONUT FIBERS,…