ATTACHMENT 5 - Civil Drawings.pdf

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

Engineers Architects

21-124 EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

BWHNOVEMBER 21, 2022 CEM 4

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

CHARLES E.

MOBLEY

NUMBER

PE - 2001004640

ST

ATE OF MISSOURI

PROFESSIONAL ENGI N

EE

R

RENEWAL DATE: 2023-12-31

PLAN DATE: 2022-11-21

-1 1-

8:

:5

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C

0_ C

O

VE

R .D

W G

01-CI000

CIVIL COVER AND NOTES

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C

0_ C

O

VE

R .D

W G

-1 1-

8:

:5

GENERAL NOTES

1. ALL IMPROVEMENTS SHOWN ON THESE ENGINEERING PLANS SHALL COMPLY WITH

THE CITY OF ST. LOUIS AND VA DESIGN AND SPECIFICATIONS, LATEST EDITION,

AND THE STANDARDS OF THE MISSOURI DEPARTMENT OF NATURAL RESOURCES,

LATEST EDITION.

2. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED

FROM AVAILABLE SURVEYS, RECORDS, AND FIELD INVESTIGATION. THEIR

LOCATIONS MUST BE CONSIDERED APPROXIMATE ONLY. IT IS POSSIBLE THERE

MAY BE OTHERS, THE EXISTENCE OF WHICH PRESENTLY NOT KNOWN OR SHOWN.

IT IS THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THEIR EXISTENCE AND

EXACT LOCATION AND TO AVOID DAMAGE THERETO.

3. ALL DEBRIS RESULTING FROM CONSTRUCTION OPERATIONS SHALL BE PROPERLY

DISPOSED OF OFF-SITE UNLESS NOTED.

4. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING

IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY

DAMAGE.

5. PORTLAND CEMENT CONCRETE. CONCRETE SHALL HAVE THE FOLLOWING

PROPERTIES. COMPRESSING STRENGTH SHALL BE 4000PSI IN 14 DAYS, AIR

ENTRAINMENT SHALL BE BETWEEN 5 % AND 8% AND SLUMP SHALL BE 4 INCHES

OR LESS ALL AS MEASURED BY THE APPROPRIATE ASTM METHODS. REINFORCING

STEEL SHALL BE ASTM CERTIFIED 60KSI TENSILE STRENGTH. REINFORCING STEEL

SHALL BE #4 SIZE UNLESS OTHERWISE SPECIFIED. HANDRAILS, BOLLARDS, AND

OTHER APPURTENANCES SHALL BE INSTALLED PER PLAN AND MEET

JURISDICTIONAL REQUIREMENTS.

6. CLEANUP AND FINAL INSPECTION. WORK BROKEN OR DAMAGED BY CONTRACTOR

ACTIVITY SHALL BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE. ALL

WASTE MATERIAL, CONCRETE WASHOUT, LANDSCAPE WASTE AND BUILDING

MATERIAL SHALL BE REMOVED. SOIL SHALL BE REMOVED FROM PAVED AREAS AND

THE PROJECT SHALL BE LEFT IN A CLEAN AND WORKMANLIKE MANNER.

GRADING NOTES

1. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE

GEOTECHNICAL REPORT.

2. ALL ELEVATIONS SHOWN ARE TO FLOWLINE FINISHED GRADE OR TOP OF

PAVEMENT UNLESS OTHERWISE STATED.

3. PROVIDE POSITIVE DRAINAGE AT ALL TIMES WITHIN THE CONSTRUCTION AREAS.

DO NOT ALLOW WATER TO POND ON PROPERTY.

4. PRIOR TO PLACEMENT OF ANY FILL, THE STRIPPED SITE SHALL BE SCARIFIED TO A

DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY. ANY UNSUITABLE

SOILS FOUND AT THIS TIME SHALL BE DRIED AND RECOMPACTED OR REMOVED IF

REQUIRED COMPACTION CANNOT BE OBTAINED. CUT AREAS SHALL ALSO BE

SCARIFIED TO A DEPTH OF 9 INCHES AND RE-COMPACTED TO 95% DENSITY.

5. ALL FILL MATERIAL SHALL CONSIST OF APPROVED, SUITABLE SOILS PLACED IN

LOOSE LIFTS OF 9 INCHES OR LESS AND COMPACTED TO AT LEAST 95% OF THE

MATERIAL'S MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D-698) IN ALL

PAVEMENT, BUILDING ADDITION AND ATHLETIC FIELD AREAS. THE COMPACTION

WILL BE FIELD TESTED BY A SOILS ENGINEERING CONSULTANT REPRESENTING THE

OWNER.

6. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE

REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE

PERMIT.

7. ALL DISTURBED EMBANKMENTS GREATER THAN 3:1 SLOPES SHALL BE SEEDED

ACCORDING TO A RECOMMENDED SEEDING MIX BY THE LANDSCAPER AND

COVERED WITH EROSION CONTROL BLANKETS OR AS DIRECTED BY PLAN

DOCUMENTS.

8. CONTRACTOR SHALL ADHERE TO THE CITY OF ST. LOUIS EROSION AND SEDIMENT

CONTROL REGULATIONS AND THE STATE OF MISSOURI CONSTRUCTION SITE

EROSION CONTROL MANUAL.

9. ALL AREAS TO BE GREENSPACE AT PROJECT COMPLETION SHALL BE LEFT WITH 9

INCHES OF TOPSOIL WHEN MASS GRADING ACTIVITIES ARE COMPLETE.

EROSION CONTROL NOTES

1. EROSION CONTROL SHALL BE INSTALLED PRIOR TO ANY GRADING OPERATIONS

WHERE POSSIBLE.

2. CONSTRUCTION ENTRANCE SHALL BE MAINTAINED TO PREVENT OFF-SITE TRACKING

OF SEDIMENT ONTO PUBLIC ROADWAYS. ANY SEDIMENT DEPOSITED ON PUBLIC

ROADS SHALL BE REMOVED BY SHOVELING OR STREET CLEANING BEFORE THE END

OF EACH WORKING DAY.

3. SHOWN LOCATION OF SILTATION CONTROL IS APPROXIMATE. ACTUAL LOCATIONS

TO BE DETERMINED IN THE FIELD AT THE TIME OF CONSTRUCTION.

4. WATER PUMPED DURING CONSTRUCTION OPERATIONS SHALL BE FILTERED.

5. ONCE CONSTRUCTION HAS BEEN COMPLETED, OR TEMPORARILY SUSPENDED FOR

LONGER THAN 28 DAYS (SUCH AS WINTER SHUTDOWN), THE CONTRACTOR SHALL

INITIATE SEEDING ON ALL AREAS DISTURBED IMMEDIATELY OF THE LAST

DISTURBANCE. EROSION CONTROL DEVICES SHALL REMAIN IN PLACE AND BE

MAINTAINED UNTIL THE CONTRACTOR ESTABLISHES A GOOD STAND OF GRASS OF

UNIFORM COLOR AND DENSITY TO THE SATISFACTION OF THE ENGINEER.

6. CONTRACTOR SHALL ADHERE TO THE MISSOURI CONSTRUCTION SITE EROSION

CONTROL MANUAL.

7. ALL EROSION CONTROL MEASURES MUST BE INSTALLED ( WHERE POSSIBLE ) PRIOR

TO THE COMMENCEMENT OF ANY EARTH DISTURBING OPERATIONS. THE

REMAINING EROSION CONTROL MEASURES SHALL BE INSTALLED AS SOON AS

REASONABLY POSSIBLE AFTER GRADING OPERATIONS BEGIN. WHERE THE

PRESENCE OF SILT FENCE WILL INTERFERE WITH ACTIVITIES, DIVERSION DITCHES

AND SMALL TEMPORARY SEDIMENT TRAPS SHALL BE UTILIZED UNTIL SILT FENCE

OR OTHER MEASURES MAY BE INSTALLED AND VEGETATION ESTABLISHED.

8. EROSION CONTROL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH

PRECIPITATION EVENT AND REPLACED OR REPAIRED AS NECESSARY.

9. SILT FENCE AND SEDIMENT BASIN SHALL BE CLEANED OR REPLACED WHEN SILT

BUILDS UP TO WITHIN ONE FOOT OF THE TOP OF THE SILT FENCE.

10. PROJECT WILL BE COVERED BY A GENERAL PERMIT REGULATING RUNOFF FROM

CONSTRUCTION SITES. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM THE

REQUIRED MONITORING, INSPECTION AND MAINTENANCE AS REQUIRED BY THE

PERMIT.

11. CONCRETE WASHOUT DEBRIS SHOULD BE HAULED OFF-SITE. WASHOUT SHOULD

BE FILLED IN AND SEEDED.

12. ALL AREAS DISTURBED BEYOND LIMITS SHOWN SHOULD BE SEEDED WITH

ADJACENT SEED MIXTURE OR IN-KIND.

13. THERE ARE NO EXPECTED DOWNSTREAM IMPACTS OTHER THAN THOSE ALLOWED

PER ORDINANCE (2 YEAR, PRE-DEVELOPED RATE OF RELEASE)

UTILITY NOTES

1. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROTECT ALL EXISTING

UTILITIES AND PAVED STREETS, INCLUDING ANY NOT SHOWN ON THESE DRAWINGS.

THE CONTRACTOR SHALL VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION

AND NOTIFY THE ENGINEER IF ANY CONFLICTS WITH THE DRAWINGS OCCUR. ANY

DAMAGE TO EXISTING UTILITIES AND/OR PAVED STREETS CAUSED BY TRENCHING

AND GRADING OPERATIONS SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

EXISTING UTILITY LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE.

2. ALL EXISTING UNDERGROUND UTILITIES SHOWN WERE LOCATED PARTIALLY IN THE

FIELD AND PARTIALLY FROM REVIEW OF EXISTING PUBLIC RECORDS. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO CONTACT EACH UTILITY COMPANY FOR

THE FIELD LOCATION OF THEIR EXISTING LINES IN OR NEARBY THE CONSTRUCTION

AREA PRIOR TO BEGINNING ANY CONSTRUCTION.

3. THE CONTRACTOR SHALL EXERCISE PROPER CAUTION TO PROTECT THE EXISTING

IMPROVEMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIRING ANY

DAMAGE.

4. THE LOCATIONS OF THOSE BURIED AND ABOVE GROUND UTILITIES SHOWN ARE

APPROXIMATE, ARE SHOWN FOR CONTRACTOR INFORMATIONAL USE ONLY, AND

ARE NOT TO BE REFERENCED FOR CONSTRUCTION PURPOSES. THE IMPLIED

PRESENCE OR ABSENCE OF UTILITIES IS NOT TO BE CONSTRUED BY THE OWNER,

ENGINEER, CONTRACTOR, OR SUBCONTRACTORS TO BE AN ACCURATE AND

COMPLETE REPRESENTATION OF UTILITIES THAT MAY OR MAY NOT EXIST ON THE

CONSTRUCTION SITE. BURIED AND ABOVE GROUND UTILITY LOCATION,

IDENTIFICATION, AND MARKING ARE THE SOLE RESPONSIBILITY OF THE

CONTRACTOR. REROUTING, DISCONNECTION, PROTECTION, ETC. OF ANY UTILITY

MUST BE COORDINATED BETWEEN THE CONTRACTOR, UTILITY COMPANY AND

OWNER. SITE SAFETY, INCLUDING THE AVOIDANCE OF HAZARDS ASSOCIATED WITH

BURIED AND ABOVEGROUND UTILITIES, REMAINS THE SOLE RESPONSIBILITY OF

THE CONTRACTOR.

5. WATER MAIN SHALL BE CONSTRUCTED IN ACCORDANCE WITH LOCAL WATER

COMPANY STANDARD SPECIFICATIONS FOR WATER MAIN CONSTRUCTION.

6. ALL WATER MAIN SHALL HAVE A MINIMUM COVER OF 5 FEET.

7. MAINTAIN 18 INCHES VERTICAL SEPARATION (OUTER EDGE TO OUTER EDGE)

BETWEEN WATER MAIN AND SEWER.

8. NITRILE GASKETS SHALL BE USED WHERE WATER MAIN CROSSES BELOW STORM

SEWER.

9. UTILITY PIPING. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE

PIPE MANUFACTURER'S RECOMMENDATIONS FOR INSTALLATION METHODS

INCLUDING BACKFILL MATERIAL AND MATERIAL DEPTHS. PIPE MATERIAL SHALL BE

AS SPECIFIED ON THE PLANS. ALL MATERIAL SHALL MEET THE REQUIREMENTS OF

THE LOCAL JURISDICTION FOR STRENGTH, MATERIAL TYPE AND CONFORMITY WITH

THE EXISTING SYSTEM. SEWER LINES SHALL BE CONSTRUCTED STRAIGHT TO THE

SPECIFIED LINE AND GRADES. MANHOLES, STORM INLETS, VALVE BOXES AND

APPURTENANCES SHALL BE ADJUSTED TO GRADE OR PER PLAN PRIOR TO

SEEDING/LANDSCAPING ACTIVITIES.

10. CONTRACTOR TO PROVIDE 3 WEEK NOTICE PRIOR TO SHUTDOWN OF ANY UTILITIES

DURING CONSTRUCTION

CONCRETE NOTES

1. CONCRETE SHALL BE 4,000 PSI MoDOT CLASS B-1 CONCRETE.

2. CONTRACTOR SHALL USE "FINISH SAND" IN ALL EXPOSED CONCRETE.

ASPHALT NOTES

1. ASPHALT SURFACE COURSE SHALL BE MoDOT BP-1 AND INSTALLED PER MoDOT

SPECIFICATIONS

STRIPING NOTES

1. PAVED AREAS TO BE RE-STRIPED TO MATCH EXISTING STYLE AND COLOR.

2. STRIPING SHALL BE INSTALLED IN ACCORDANCE WITH MoDOT SPECIFICATION

SECTION 620 PAVEMENT MARKING

1NOVEMBER 28, 2022

2022-11-28

(DND)

(DND)

(DND)

(DND)

(DND)

(DND)

WALL (TBR).

REBUILD AFTER CONSTRUCTION OF

TELECOM TOWER. REF 01-CS100 AND

ARCHITECTURAL PLANS FOR DETAILS

CONC WALK. DEMO AT NEAREST

CONSTRUCTION JOINT

CONC WALK. DEMO AT NEAREST

CONSTRUCTION JOINT

(DND)

(DND)

(DND)

(DND)

(DND)

(DND)

(DND)

(DND)

UNDERGROUND BUILDING TUNNEL.

SEE STRUCTURAL SHEETS FOR

LOADING CONSTRAINTS

REF. ARCHITECTURAL PLANS FOR DOOR

DISPLACEMENT/RELOCATION

REF. ARCHITECTURAL PLANS FOR DOOR

DISPLACEMENT/RELOCATION

(TBR)

(TBR)

REF. ARCH AND STRUCTURAL PLANS FOR

GRATE AND WALL DEMOLITION

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

Engineers Architects

21-124 EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

BWHNOVEMBER 21, 2022 CEM 4

LEGEND

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

CHARLES E.

MOBLEY

NUMBER

PE - 2001004640

ST

ATE OF MISSOURI

PROFESSIONAL ENGI N

EE

R

RENEWAL DATE: 2023-12-31

PLAN DATE: 2022-11-21

REMOVALS LEGEND

WALL REMOVAL

CONC. / CONC. CURB REMOVAL

LANDSCAPING/GRASS REMOVAL

USE IN PLACEUIP

DO NOT DISTURBDND

TO BE REMOVEDTBR

TO BE REMOVED AND REPLACEDTBR&R

ADJUST TO GRADEATG

01-CD100

CIVIL DEMOLITION PLAN

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C D

0_

TO

PO

-D

EM

O .D

W G

-1 1-

8:

:3

ASPHALT DEMOLITION NOTE:

CONTRACTOR TO REPLACE ANY ASPHALT

DISTURBED DURING CONSTRUCTION.

NOVEMBER 28, 2022

REBUILD CONCRETE WALK.

SEE DETAIL THIS SHEET

REBUILD CONCRETE WALK.

SEE DETAIL THIS SHEET

REBUILD CONCRETE WALK

REBUILD CURB AND GUTTER,

INCLUDING FLUSH CURB/CURB

CUT AND RAMPS

REBUILD BRICK WALL AND METAL DOOR.

REF ARCHITECTURAL PLANS FOR DETAILS

NOTE:

CONTRACTOR TO REPLACE ANY ASPHALT

DISTURBED DURING CONSTRUCTION

LIMITS OF CONSTRUCTION

8.64'

7.20'

7.

7.39'

.3

5' 8.

.8

2'

8.34'

7.31'

6.

.0 5'

8.

.8

7'NEW GRATE AND CONCRETE WALLS.

REFER TO ARCHITECTURAL AND

STRUCTURAL PLANS FOR DETAILS

NEW STAIR TOWER

EXISTING UNDERGROUND BUILDING

TUNNEL. REFER TO STRUCTURAL

PLANS FOR LOADING CONSTRAINTS

6.93'

SCORED JOINTS (TYP), SEE DETAIL THIS SHEET. RECOMMENDED

LAYOUT BASED ON EXISTING SIDEWALK WIDTH. CONTRACTOR

MAY SUGGEST ALTERNATE SPACING AND LAYOUT BASED ON

FIELD CONDITIONS DURING CONSTRUCTION.

CONCRETE EXPANSION JOINT

SEE DETAIL THIS SHEET

CONCRETE EXPANSION JOINT

SEE DETAIL THIS SHEET

CONCRETE EXPANSION JOINT

SEE DETAIL THIS SHEET

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

Engineers Architects

21-124 EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

BWHNOVEMBER 21, 2022 CEM 4

LEGEND

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

CHARLES E.

MOBLEY

NUMBER

PE - 2001004640

ST

ATE OF MISSOURI

PROFESSIONAL ENGI N

EE

R

RENEWAL DATE: 2023-12-31

PLAN DATE: 2022-11-21

-1 1-

8:

:5

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C S1

_S

IT

E.

D W

G

01-CS100

CIVIL SITE PLAN

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C S1

_S

IT

E.

D W

G

-1 1-

8:

:5

SITE IMPROVEMENT LEGEND

CONCRETE PAVEMENT

LANDSCAPING/GRASS

PROPOSED DIMENSION.

NOTE: DIMENSIONS TAKEN TO

BACK OF CURB, TYPICAL UNLESS

NOTED OTHERWISE

EXISTING DIMENSION. TO BE USED

FOR REFERENCE AND BIDDING

PURPOSES ONLY. FIELD VERIFY

PRIOR TO CONSTRUCTION

NEW FULL DEPTH ASPHALT

PAVEMENT

CONCRETE SIDEWALK

NOVEMBER 28, 2022

FF=548.77

FIELD VERIFY PRIOR TO CONSTRUCTION

MAINTAIN 2" CONCRETE LIP SIMILAR

EXISTING DOOR

CONTRACTOR TO MAINTAIN POSITIVE

DRAINAGE THROUGH DOOR GAP

th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t o n e e ig h th in c h o n e fo o t

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

A

B

C

D

E

F

Veterans Health

Administration

VA FORM 08-6231

Drawing Title Project Title

Location

Date Checked Drawn

Project Number

Building Number

Drawing Number

CONSULTANTS:

Drawing # of

VA Health Care System Approval:

Revision: Date:

ARCHITECT/ENGINEER:

JOHN COCHRAN DIVISION

915 NORTH GRAND BLVD - ST. LOUIS, MO 63106

ACG Project Number

Headquarters:

Apogee Consulting Group, P.A.

1151 Kildaire Farm Road, Suite 120 Cary, North Carolina 27511 www.acg-pa.com 919-858-7420 © COPYRIGHT Apogee Consulting Group, P.A.

FULLY SPRINKLERED

SHEET NOTES:

WALL RATING LEGEND

1 HR - FIRE SEPARATION

2 HR - FIRE SEPARATION

SMOKE RESISTIVE HAZARDOUS AREAS S S S

Engineers Architects

21-124 EHRM INFRASTRUCTURE UPGRADES 657-21-700JC

BID DOCUMENTS

BWHNOVEMBER 21, 2022 CEM 4

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

N

AREA OF WORK

KEY PLAN

SCALE: NO SCALE

CHARLES E.

MOBLEY

NUMBER

PE - 2001004640

ST

ATE OF MISSOURI

PROFESSIONAL ENGI N

EE

R

RENEWAL DATE: 2023-12-31

PLAN DATE: 2022-11-21

-1 1-

8:

:3

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C G

0_

G R

AD

IN

G .D

W G

01-CG100

CIVIL GRADING PLAN

\\F

IL

ES

\A

C

TI

VE

\P

R O

JE

C

TS

\2

1\

.0 0\

D

ES

IG

N

\C

IV

IL

\C

3D \P

LO

T\

C G

0_

G R

AD

IN

G .D

W G

-1 1-

8:

:3

44NOVEMBER 28, 2022