02 1200392 VA Bldg 20 CIVIL 05 13 2021.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS

621-15-101

HCS TLN

REVISIONS DATE

FULLY SPRINKLERED

C-001

GENERAL NOTES, LEGEND AND

ABBREVIATIONS

PROJECT NOTES:

CIVIL ENGINEER:

TANYA NORMAN

POND & COMPANY

3500 PARKWAY LANE, SUITE 500

PEACHTREE CORNERS, GA 30092

TEL: 678-336-7740

OWNER/DEVELOPER

DEPARTMENT OF VETERANS AFFAIRS

JAMES H. QUILLEN VA MEDICAL CENTER

JOHNSON CITY, TN

24-HOUR CONTACT

CONTRACTOR TO ASSIGN PRIOR TO CONSTRUCTION

GENERAL NOTES:

1. PROTECT ALL EXISTING FEATURES AND EXISTING LANDSCAPING THAT SHALL REMAIN. ANY ITEM

DAMAGED DURING THE PERFORMANCE OF THE WORK SHALL BE RESTORED TO ORIGINAL CONDITION, OR REPLACED WITH NEW AT NO ADDITIONAL COST TO THE GOVERNMENT. TAKE PRECAUTIONS TO NOT

OVERLOAD PAVEMENTS THAT SHALL REMAIN.

2. SAWCUT TO FULL DEPTH AND REMOVE FROM GOVERNMENT PROPERTY ASPHALT PAVEMENT IN THE

LOCATIONS INDICATED ON THE PLANS.

3. PROVIDE TEMPORARY SIGNS, BARRICADES, AND OTHER DEVICES TO CONTROL TRAFFIC ACCESS

AROUND CONSTRUCTION SITE. THE WORD "TRAFFIC" REFERS TO BOTH VEHICULAR AND PEDESTRIAN.

PROVIDE SIGNS, BARRICADES, AND OTHER DEVICES AS REQUIRED TO CLEARLY MARK AREAS WHERE

CONSTRUCTION TRAFFIC AND NON-CONSTRUCTION TRAFFIC MAY GO/NOT GO. COORDINATE ROAD

CLOSURE SIGNS, BARRICADES, AND OTHER DEVICES WITH OWNER'S REPRESENTATIVE PRIOR TO

PLACEMENT. PROVIDE TEMPORARY FENCING AROUND CONSTRUCTION SITE, CONTRACTOR STAGING

AREAS, AND STOCKPILE AREAS.

4. "DEMOLISH" SHALL MEAN TO REMOVE AN OBJECT IN ITS ENTIRETY. RESTORE GRADES AND SURFACE

IMPROVEMENTS TO MATCH EXISTING CONDITIONS OR REQUIREMENTS OF NEW WORK, WHICHEVER IS

APPLICABLE.

5. ALL DIMENSIONS ARE TAKEN FROM/TO FENCE LINES, EDGE OF PAVEMENT, CENTERLINE OF UTILITY, CENTER OF MANHOLE OR STRUCTURE, CENTERLINE OF ROAD, FACE OF BUILDING, CENTERLINE OF

WALL, OR CENTERLINE OF PAVEMENT STRIPING UNLESS OTHERWISE NOTED.

6. THE EXISTING CONDITIONS INFORMATION SHOWN WITHIN THESE DOCUMENTS ARE COMPILED FROM

THE FOLLOWING SOURCES:

- AERIAL IMAGERY AND AVAILABLE BASE RECORDS SHOWING EXISTING WATER DISTRIBUTION BY

THE DEPARTMENT OF VETERANS AFFAIRS (VA)

7. THE LOCATION OF EXISTING UTILITIES AND OTHER IMPROVEMENTS HAVE BEEN OBTAINED FROM THE

AVAILABLE BASE RECORDS AND CONSTRUCTION DOCUMENTS. THEREFORE, LOCATIONS OF EXISTING

CONDITIONS MUST BE CONSIDERED APPROXIMATE AND DEPTHS OF UTILITIES WITHOUT INVERTS

IDENTIFIED ARE UNKNOWN. THE VERIFICATION OF THE EXISTING UTILITIES AND OTHER IMPROVEMENTS, INCLUDING SIZE, MATERIAL, AND LOCATION EITHER SHOWN OR NOT SHOWN ON THESE PLANS SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR. LOCATE EXISTING UTILITIES VIA GEOPHYSICAL SURVEY

AND FIELD VERIFY OTHER EXISTING IMPROVEMENTS WITHOUT ADDITIONAL COST TO THE GOVERNMENT

PRIOR TO BEGINNING CONSTRUCTION. POT HOLING AND OTHER FORMS OF SURVEYING DO NOT

CONSTITUTE CONSTRUCTION ACTIVITIES. IF ANY DIFFERING CONDITIONS EXIST EITHER SHOWN OR NOT

SHOWN ON THE CONSTRUCTION DOCUMENT, THE CONTRACTOR SHALL NOTIFY THE OWNER'S

REPRESENTATIVE IMMEDIATELY.

8. VERIFY ALL DIMENSIONAL INFORMATION PRIOR TO CONSTRUCTION AND PURCHASE OF ANY MATERIALS.

BRING ANY DIFFERING CONDITIONS TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO

CONSTRUCTION.

9. ALL EARTHWORK OPERATIONS REQUIRED FOR CONSTRUCTION OF THE VARIOUS STRUCTURES

INDICATED SHALL BE CONDUCTED IN ACCORDANCE WITH THE APPLICABLE PROVISIONS OF THE

SPECIFICATIONS. GRADING SHALL BE RESTORED TO THE EXISTING ELEVATIONS READY TO RECEIVE

PLANTING MATERIALS, GRASSING OR PAVEMENT SECTION.

10. ALL TOPSOIL AND EXCAVATED MATERIAL SHALL BE STOCKPILED IN AN APPROVED AREA DURING

CONSTRUCTION. EXCESS OR UNUSABLE TOPSOIL SHALL BE DISPOSED OF OFF-SITE IN A MANNER THAT

IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE AND FEDERAL REQUIREMENTS.

11. REMOVE AND PROPERLY DISPOSE OF ALL CONSTRUCTION WASTE AND DEBRIS FROM THE SITE IN A

MANNER THAT IS LEGAL AND CONSISTENT WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS.

12. MATCH ALL NEW PAVEMENT FLUSH WITH EXISTING PAVEMENTS AND/OR EXISTING GRADE, UNLESS

OTHERWISE NOTED.

13. ALL TRAFFIC SIGNS AND PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH THE "MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD), LATEST EDITION.

14. USE CAUTION AROUND ANY UNDERGROUND CABLE OR UTILITY TO PREVENT DAMAGE. ANY DAMAGE TO

EXISTING UTILITY LINES SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER'S

REPRESENTATIVE AT NO ADDITIONAL CHARGE TO THE GOVERNMENT. HAND EXCAVATE WHERE

NECESSARY TO PROTECT EXISTING UTILITY.

15. CONTRACTOR'S MEANS, METHODS, SEQUENCE, TECHNIQUES OR PROCEDURES IN PERFORMING THE

WORK IS SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR IS ALSO RESPONSIBLE

FOR COMPLYING WITH ALL HEALTH AND SAFETY PRECAUTIONS AS REQUIRED BY ANY REGULATORY

AGENCY.

16. THE DESIGN ADEQUACY AND SAFETY OF ALL BRACING, EXCAVATIONS, SHORING AND TEMPORARY

SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR

17. THE SHEETS CONTAINED WITHIN THE CONSTRUCTION DOCUMENTS ARE PART OF A MULTI-SHEET SET

OF CONSTRUCTION PLANS AND SHALL BE READ WITH THE FULL SET TO BEST ENSURE PROPER

INTERPRETATION.

18. CONTRACTOR SHALL COORDINATE LOCATION OF CONTRACTOR PARKING, STAGING, STOCK PILE AND

CONCRETE WASHOUT AREAS WITH COR.

AND

ADDITIVE BID ITEM

ALABAMA DEPARTMENT OF TRANSPORTATION

ANTI-TERRORISM FORCE PROTECTION

AMERICAN WATER WORKS ASSOCIATION

BACK OF CURB AND GUTTER (AT FINISHED GRADE)

BACK FLOW PREVENTER

BUILDING

CATCH BASIN

CAST IRON

CHAIN LINK FENCE

CLEANOUT

COMMUNICATIONS

CONCRETE

CONTRACTING OFFICER'S REPRESENTATIVE

CORRUGATED METAL PIPE

DOUBLE

DEPARTMENT

DROP INLET

DIAMETER

DUCTILE IRON PIPE

DEPARTMENT OF DEFENSE

EASTING

EACH

ELECTRIC

ELEVATION

ENGINEER OF RECORD

EDGE OF PAVEMENT

EXISTING

EACH WAY

FIRE DEPARTMENT CONNECTION

FINISHED FLOOR ELEVATION

FLANGE

FORCE MAIN

FOREIGN OBJECTS & DEBRIS

FOOT

FIRE WATER

GAS

GROUND

HEIGHT

HIGH VELOCITY OXYGEN FUEL

HORIZONTAL

HIGH POINT

HORSEPOWER

HEADWALL

INVERT

JUNCTION BOX

POUND

LINEAR FEET

LIMITS OF DISTURBANCE

LIQUID OXYGEN

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

MAXIMUM

MITERED END SECTION

MECHANICAL

MANHOLE

MINIMUM

MONITORING WELL

NOT APPLICABLE

NOT IN CONTRACT

NITROGEN

NUMBER

NOT TO SCALE

ON CENTER

OUTLET CONTROL STRUCTURE

POINT OF CURVATURE

PORTLAND CONCRETE CEMENT

POST INDICATOR VALVE

PERSONAL OCCUPANCY VEHICLE

PARKING

PROPOSED

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE PIPE

POTABLE WATER

REINFORCED CONCRETE PAVEMENT

ROOF DRAIN

REINFORCED CONCRETE PIPE

REINFORCING

REDUCED PRESSURE BACKFLOW

PREVENTER

SANITARY

SMALL AIR TERMINAL

SPECIFICATION

STORM DRAIN

SILT FENCE

SANITARY SEWER

STANDARD

STEAM

STORMWATER MANAGEMENT

TENNESSEE DEPARTMENT OF ENVIRONMENTAL CONTROL

TENNESSEE EXOTIC PEST PLAN COUNCIL

TENNESSEE DEPARTMENT OF TRANSPORTATION

TO BE DETERMINED

TOP OF PAVEMENT

TOP OF SLAB

TYPICAL

UNDERGROUND ELECTRIC

UNLESS NOTED OTHERWISE

VETERANS AFFAIRS

VERTICAL

VITRIFIED CLAY PIPE

WATER

WITH

ABI

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ATFP

AWWA

BC

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CB

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EOR

EP

EX

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FDC

FFE

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FM

FOD

FT

FW

G

GRND

H

HVOF

HORIZ.

HP

Hp

HW

INV

JB

LB

LF

LOD

LOX

MUTCD

MAX

MES

MECH

MH

MIN

MW

N/A

NIC

N

NO.

NTS

O.C.

OCS

PC

PCC

PIV

POV

PRKG

PROP

PSI

PT

PVC

PW

R

RD

RCP

REINF

RPZ

SAN

S.A.T.

SPEC

SD

SF

SS

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STM

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TYP

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VA

VERT.

VCP

W

W/

ABBREVIATIONS

EXISTING PROPOSEDDESCRIPTION

CIVIL LEGEND

FWFIRE SERVICE LINE

REMOVAL

N/A

WATER VALVE

CONCRETE THRUST BLOCK

N/A

GENERAL EROSION & SEDIMENT CONTROL NOTES:

1. DURING CONSTRUCTION, THE CONTRACTOR SHALL MAINTAIN CAREFUL SCHEDULING AND PERFORMANCE

TO ENSURE THAT LAND STRIPPED OF ITS NATURAL GROUND COVER IS EXPOSED ONLY IN SMALL

QUANTITIES AND THEREFORE LIMITED DURATIONS, BEFORE PERMANENT EROSION PROTECTION IS

ESTABLISHED.

2. EROSION & SEDIMENT CONTROL PRACTICES SHALL MEET THE STANDARDS OF THE TENNESSEE EROSION

AND SEDIMENT CONTROL HANDBOOK , AND ANY APPLICABLE LOCAL HANDBOOKS.

3. A COPY OF THE APPROVED LAND DISTURBANCE PLAN AND PERMIT SHALL BE PRESENT ON THE SITE

WHENEVER LAND DISTURBANCE ACTIVITY IS IN PROGRESS.

4. PRIOR TO THE LAND DISTURBING CONSTRUCTION, THE CONTRACTOR SHALL SCHEDULE A

PRE-CONSTRUCTION MEETING WITH THE AREA SITE DEVELOPMENT INSPECTOR.

5. PRIOR TO COMMENCING LAND DISTURBANCE ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE

CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS, OR OTHER APPROPRIATE MEANS.

THE LOCATION AND EXTENT OF ALL AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED

FOR THE DURATION OF THE CONSTRUCTION ACTIVITY. NO LAND DISTURBANCE SHALL OCCUR OUTSIDE

THE APPROVED LIMITS INDICATED ON THE APPROVED PLANS.

6. CONSTRUCTION MAY BEGIN ONLY AFTER THE INSTALLATION OF EROSION & SEDIMENT CONTROL

MEASURES ARE DEEMED SUFFICIENT TO CONTROL SEDIMENT DEPOSITS AND PREVENT EROSION. ALL

CONTROL MEASURES SHALL BE MAINTAINED UNTIL UPSTREAM DISTURBANCE WITHIN THE

CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED.

7. DISTURBED AREAS SHALL BE STABILIZED WITH TEMPORARY VEGETATION OR MULCH IF LAND-DISTURBING

ACTIVITIES CEASE FOR MORE THAN 14 CALENDAR DAYS.

8. ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES SHALL BE EMPLOYED WHERE DETERMINED

NECESSARY BY ACTUAL SITE CONDITIONS.

9. WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE:

a. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCAVATION SPOIL DIRT, CONSTRUCTION

TRASH OR DEBRIS, ETC. FROM THE DRAINAGE AREAS SHOWN HEREON IN AN EXPEDITIOUS MANNER

AS CONSTRUCTION PROGRESSES.

b. THE CONTRACTOR HEREBY AGREES TO STOP ALL WORK AND RESTORE THESE AREAS IMMEDIATELY

UPON NOTIFICATION BY THE INSPECTOR AND/OR THE PROFESSIONAL ENGINEER.

10. FAILURE TO INSTALL, OPERATE OR MAINTAIN EROSION & SEDIMENT CONTROL MEASURES WILL RESULT

IN CONSTRUCTION BEING STOPPED UNTIL DEFICIENCIES ARE CORRECTED.

11. MAINTENANCE OF ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES AND PRACTICES, WHETHER TEMPORARY OR PERMANENT, SHALL BE AT ALL TIMES THE RESPONSIBILITY OF THE

CONTRACTOR.

12. ALL DISTURBED AREAS LEFT MULCHED AFTER 30 DAYS SHALL BE STABILIZED WITH TEMPORARY

VEGETATION IN ACCORDANCE WITH DETAILS D1 AND C5 ON SHEET C-502.

WATER SERVICE LINE

W

N/A

N/A

SANITARY SEWER

SS

N/A

UNDERGROUND ELECTRIC

UE

UNDERGROUND COMMUNICATIONS

UC

N/A

STORM SEWER

ST

N/A

STEAM DISTRIBUTION SERVICE

SM

N/A

03/15/2021

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11492 SF

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U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U C

U

C

U

C

U

C

U

C

U C

U

C

U

C

U

C

U

C

W W

W W

W

L O

D

LOD

LOD

LOD

L O

D

L O

D

LOD

LOD

LOD

LOD LOD

LOD

L O

D L O

D

S

T

S

S

S

S

S

S

S M

S M

S M

S M

U C

U C

U C

U C

W W

W W

W

W

L O

D

LOD

LOD

LOD

L O

D

L O

D

LOD

LOD

LOD

LOD LOD

LOD

L O

D L O

D L O

D

FW

FW

F W

F W

U E

U E

S

T

S

S

S

S

S

S

S M

S M

S M

S M

U C

U C

U C

PIV

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS

621-15-101

HCS TLN

REVISIONS DATE

FULLY SPRINKLERED

KEYNOTES

1. APPROXIMATE LOCATION OF EXISTING 2" WATER LINE TO REMAIN.

2. APPROXIMATE LOCATION OF EXISTING VALVE TO REMAIN.

3. DEMOLISH EXISTING ASPHALT PAVEMENT AS NECESSARY FOR

INSTALLATION OF NEW 4" FIRE SERVICE LINE AND RAMP AND STAIR

COLUMNS/FOUNDATIONS.

4. NEW 4" C900 PVC UNDERGROUND FIRE WATER SERVICE PIPE.

CONNECT TO EXISTING 4" UNDERGROUND WATER SERVICE PIPE WITH

TAPPING SLEEVE AND VALVE.

5. ASPHALT PAVEMENT PATCH. REPLACE ASPHALT PAVEMENT AFTER

INSTALLATION OF 4" FIRE WATER SERVICE LINE. SEE DETAIL C5/C-501.

CONTRACTOR TO MATCH EXISTING ASPHALT DEPTH AND BASE.

RESTRIPE PAVEMENT TO MATCH EXISTING PAVEMENT STRIPING

PATTERN AND COLOR.

6. 4" GATE VALVE. SEE DETAIL C7/C-501.

7. COMPOST FILTER SOCK. SEE DETAIL C1/C-501.

8. APPROXIMATE LOCATION OF EXISTING 4" WATER LINE. PROTECT

WATER LINE DURING CONSTRUCTION.

9. LIMITS OF DISTURBANCE.

10. THRUST BLOCK. SEE DETAIL F5/C-501.

11. ACCESSIBLE RAMP, SEE SHEETS A-101 AND A-402 FOR DETAILS.

ACCESSIBLE RAMP SLOPE SHALL NOT EXCEED 1:20. INSTALL LANDINGS

AT TOP AND BOTTOM OF RAMP WITH CROSS SLOPES NOT TO EXCEED

2. CONTRACTOR SHALL VERIFY EXISTING GRADES PRIOR TO START

OF WORK TO ENSURE ACCESSIBLE SLOPES ARE NOT EXCEEDED.

12. CONCRETE SIDEWALK. SEE DETAIL F1/C-501.

13. MATCH PAVEMENT FLUSH WITH EXISTING PAVEMENT.

14. NEW EXTERIOR STAIR TO SECOND FLOOR. REPLACE PAVEMENT AS

NEEDED AFTER STAIR COLUMNS AND FOUNDATIONS ARE INSTALLED.

SEE SHEETS A-101 AND A-402 FOR INFORMATION.

15. DEMOLISH EXISTING HEADER CURB.

16. BOLLARD. SEE DETAIL E9/C-501.

17. DEMOLISH EXISTING CONCRETE RAMP.

18. CONCRETE HEADER CURB. SEE DETAIL F3/C-501.

19. EXISTING MECHANICAL EQUIPMENT.

20. NEW MECHANICAL EQUIPMENT AND CONCRETE PAD. SEE M-101 FOR

ADDITIONAL INFORMATION.

21. FDC. SEE F-101 FOR ADDITIONAL INFORMATION.

22. BACKFLOW PREVENTER TEST HEADER. SEE F-101 FOR ADDITIONAL

INFORMATION.

23. DEMOLISH EXISTING CURB AND GUTTER.

24. PROTECT EXISTING FIRE HYDRANT TO REMAIN.

25. APPROXIMATE LOCATION OF EXISTING 6" SANITARY SEWER TO

REMAIN.

26. CURB AND GUTTER. SEE DETAIL F9/C-502.

27. POST INDICATOR VALVE (PIV). SEE DETAIL C9/C-501.

SHEET NOTES

1. REFER TO SHEET C-001 FOR GENERAL NOTES, LEGEND AND

ABBREVIATIONS.

2. NEW FIRE WATER SERVICE LINE MATERIAL SHALL BE IN ACCORDANCE

WITH AWWA C900 AND NFPA 12 AND 24.

3. REFER TO DETAIL B5/C-501 FOR PIPE BEDDING DETAILS FOR NEW FIRE

WATER SERVICE LINE

4. MULCH AND SEED ALL GRASSED AREAS DISTURBED BY INSTALLATION

OF FIRE WATER SERVICE LINE AND APPURTENANCES UPON

COMPLETION OF WORK. SEE DETAILS ON SHEET C-502.

5. INFORMATION SHOWN IS BASED ON AERIAL IMAGERY AND GIS DATA

PROVIDED BY THE VA. THE CONTRACTOR SHALL VERIFY LOCATION OF

EXISTING UTILITIES AND SITE FEATURES WITHIN THE LIMITS OF

DISTURBANCE PRIOR TO START OF WORK AND NOTIFY COR OF ANY

DISCREPANCIES IF FOUND.

6. CONTRACTOR SHALL NOTIFY COR AT LEAST 7 DAYS PRIOR TO

DISCONNECTION OF UTILITIES.

7. INSTALL EXPANSION JONIT IN ACCORDANCE WITH DETAIL D1 ON

SHEET C-501 WHERE NEW CONCRETE SIDEWALK AND/OR RAMPS ABUT

BUILDING FOUNDATION AND AT THE END OF RAMPS AND STAIRS.

8. REFER TO SHEET A-402 FOR STAIR AND RAMP DIMENSIONS. MATCH

NEW SIDEWALK TO WIDTH OF ADJOINING STAIR AND RAMP.

LEGEND

DEMOLISH UTILITY.

DEMOLISH CONCRETE HEADER CURB.

DEMOLISH ASPHALT.

ASPHALT PAVEMENT PATCH.

LIMITS OF DISTURBANCE.

SCALE: 1" = 20'

F1

SITE, UTILITY PLAN & EROSION CONTROL

SCALE: 1" = 20'

0 20' 40' 60'10'

C1

DEMOLITION PLAN

COMPOST FILTER SOCK .

STABILIZATION WITH STRAW MULCH.

SEE DETAIL D1/C-502.

STABILIZATION WITH PERMANENT

VEGETATION. SEE DETAIL F1/C-502.

STABILIZATION WITH TEMPORARY

VEGETATION. SEE DETAIL C5/C-502.

C6

ENLARGED DEMOLITION PLAN

F6

ENLARGED SITE, UTILITY PLAN & EROSION CONTROL

C-110

DEMOLITION, SITE, UTILITY, &

EROSION CONTROL PLAN

LOD

MU

PS

SCALE: 1" = 10'

0 30'

SCALE: 1" = 10'

5' 20'10'

MU

PS

SEE ENLARGED VIEW

F6 THIS SHEET

SEE FIRE

PROTECTION PLANS

FOR CONTINUATION

SEE ENLARGED VIEW

C6 THIS SHEET

EX. BLDG 20

EX. BLDG 20

EX. BLDG 20

EX. BLDG 20

N

TS

TS

PROTECT EXISTING UTILITIES WITHIN

WORK AREA DURING ALL PHASES OF

CONSTRUCTION.

PROTECT EXISTING UTILITIES WITHIN

WORK AREA DURING ALL PHASES OF

CONSTRUCTION.

MATCHLINE - SEE C6 THIS SHEET

MATCHLINE - SEE C6 THIS SHEET

MATCHLINE - SEE F6 THIS SHEET

MATCHLINE - SEE F6 THIS SHEET

PS

3/4" GALVANIZED RIGID

STEEL CONDUIT

03/15/2021

MU

TS

SCALE: 1" = 20'

SCALE: 1" = 10'

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS

621-15-101

HCS TLN

REVISIONS DATE

FULLY SPRINKLERED

C-501

CONSTRUCTION & EROSION

CONTROL DETAILS

SCALE: N.T.S.

B5

PIPE BEDDING DETAIL

MIN.

P

I P

E

O

D

UNDISTURBED

INITIAL BACKFILL

BEDDING MATERIAL

1'-0"

SOIL (TYP.)

M

I N

P I P

E

O D

P I P

E

O

D

M

I N

INSTALLATION NOTES:

1. COMPOST FILTER SOCKS SHOULD BE INSTALLED

PARALLEL TO THE BASE OF THE SLOPE OR OTHER

DISTURBED AREA. IN EXTREME CONDITIONS (I.E., 2:1

SLOPES), A SECOND COMPOST FILTER SOCK SHALL

BE CONSTRUCTED AT THE TOP OF THE SLOPE.

2. SINCE THE SITE IS PAVED, HEAVY CONCRETE BLOCKS

SHALL BE USED BEHIND THE COMPOST FILTER

SOCKS TO HELP STABILIZE DURING

RAINFALL/RUNOFF EVENTS.

3. LOOSE COMPOST MAY BE BACKFILLED ALONG THE

UPSIDE OF THE COMPOST FILTER SOCK, FILLING THE

SEAM BETWEEN THE SOIL SURFACE AND THE DEVICE,

IMPROVING FILTRATION AND SEDIMENT RETENTION.

ENSURE CONTINUOUS CONTACT BETWEEN COMPOST

FILTER SOCK AND PAVEMENT.

MAINTENANCE NOTE:

1. SEDIMENT SHALL BE REMOVED ONCE IT HAS

ACCUMULATED TO ONE-HALF THE ORIGINAL HEIGHT

OF THE BARRIER. COMPOST FILTER SOCKS SHALL BE

REPLACED WHENEVER IT HAS DETERIORATED TO

SUCH AN EXTENT THAT THE EFFECTIVENESS OF

COMPOST FILTER SOCK IS REDUCED. COMPOST

FILTER SOCKS SHALL REMAIN IN PLACE UNTIL

DISTURBED AREAS HAVE BEEN PERMANENTLY

STABILIZED. ALL SEDIMENT ACCUMULATION AT THE

COMPOST FILTER SOCK SHALL BE REMOVED AND

PROPERLY DISPOSED OF BEFORE THE COMPOST

FILTER SOCK IS REMOVED.

TO BE USED INSTEAD OF SILT FENCE AROUND PAVEMENT CUTS AND EXCAVATION

SCALE: N.T.S.

F5

THRUST BLOCKING DETAIL & DIMENSIONS

SCALE: N.T.S.

C5

ASPHALT PAVEMENT PATCH

SCALE: N.T.S.

C7

GATE VALVE & VALVE BOX

SCALE: N.T.S.

C1

COMPOST FILTER SOCK

DISTURBED (WORK) AREA

FLOW

DISTURBED

(WORK) AREA

AREA TO BE PROTECTED

FLOW

AREA TO BE PROTECTED

CROSS-SECTION

PLAN

NOTE: FILTER SOCK SIZED TO SUIT

CONDITIONS AND AT LEAST 18" DIA

FILTER SOCK

EXISTING CONTOURS

COMPOST FILTER SOCK

WOODEN STAKES

(2' O.C. FOR TYPE NS),

SEE INSTALLATION NOTE

3 FOR INSTALLATION IN

PAVED AREAS.

COMPACTED BACKFILL

SAWCUT EXISTING PAVEMENT TO PROVIDE STRAIGHT VERTICAL JOINT.

CLEAN SURFACES OF DIRT, CLAY AND OTHER OBJECTIONABLE MATERIAL.

SOIL (TYP.)

1.

2.

NOTES:

PIPE

UNDISTURBED

OF REMOVAL (TYP.)

SAWCUT AT LIMITS

EXISTING BASE

1'-0" (MIN.)

EXISTING PAVEMENT

ASPHALT PAVEMENT

MATCH EXISTING

PAVEMENT & BASE

THICKNESS

VARIES (SEE SITE PLAN)

COMPACTED SUBGRADE

1/2" EXPANSION JOINT BETWEEN WALK AND

PAVING OR ADJACENT STRUCTURE

4" THICK CONCRETE (3500 PSI @ 28 DAYS)

MATCH FLUSH WITH RAMP

SEE A-402 FOR RAMP DETAILS

SCALE: N.T.S.

F1

CONCRETE SIDEWALK

MATCH FLUSH

WITH EX. GRADE

TABLE TBD2 - THRUST BLOCK DIMENSIONS

EXPANSION JOINTS @ 50' MAX.

SPACING AND AT JUNCTIONS WITH

OTHER STRUCTURES (I.E. CURBS,

FOUNDATIONS, BUILDINGS, ETC.)

AND RIGID PAVING.

EXPANSION JOINT

CONTRACTION JOINT SHALL DIVIDE

SIDEWALK INTO SQUARE PANELS.

SPACING OF CONTRACTION JOINTS

SHALL EQUAL THE WIDTH OF THE

SIDEWALK.

CONTRACTION JOINT

NOTE:

NOTE:

1/4" RADIUS

FINISH

1/8" 1/2"

PREMOLDED JOINT FILLER

EXTENDING TO BOTTOM

SURFACE OF CONCRETE.

*1"R

C O

M

P. SU

BG

R

AD

E

BASE

SU

R

FAC

E

*4"

F3

HEADER CURB DETAIL

NO SCALE

FINISHED

GRADE

CONCRETE

*NOTE: IF PROPOSED HEADER CURB ABUTS

EXISTING CURB, DIMENSIONS TO MATCH

EXISTING CURB

MATCH EXISTING

CURB HEIGHT

JOINT SEALANT

COLD APPLIED

1/4"

BACKER ROD

1"(SEE JOINT NOTE NO. 2)

POCKET OF 1/2" TO 3/4"

OVERCUT TO PROVIDE

RESILIENT FIBERBOARD

JOINT FILLER- ONE

PIECE, FULL DEPTH, FULL

WIDTH (CAST-IN-PLACE,

TOP PORTION CUT OUT

FOR JOINT SEALER &

BACKER ROD)

SEE JOINT

NOTE NO. 3

JOINT NOTES:

1. FOR ALL JOINTS THE BACKER ROD MATERIAL SHALL BE COMPATIBLE

WITH THE COLD POURED SEALANT AND SLIGHTLY OVERSIZED TO

PREVENT MOVEMENT DURING THE JOINT SEALANT OPERATION.

2. THE WIDTH OF THE JOINTS SHALL BE CORRECTED FOR 68°F.

3. JOINT CONFIGURATION SHALL MEET JOINT SEAL MANUFACTURER'S

SPECIFICATIONS (EXCEPT AS NOTED ON PLANS AND IN

SPECIFICATIONS).

4. INSTALL SILICONE JOINT SEALANT IN POURED IN PLACE JOINTS. USE

THE MANUFACTURER'S RECOMMENDED SHAPE FACTOR. TYPICALLY

T = 1/2 W, WHERE T = THE THICKNESS OF THE MATERIAL, AND W =

THE WIDTH OF THE JOINT.

1/4" (TO TOP

OF SEALANT)

SCALE: N.T.S.

D1

EXPANSION JOINT

WIDTH

SEE DETAIL B5

POST INDICATOR

VALVE BOX WITH

EXTENSION

GATE VALVE

M

I N

6'-0" FROM PAVEMENT (MIN.)

FIRE WATER SUPPLY TO

INTERIOR WET PIPE

SPRINKLER SYSTEM.

POURED CONCRETE 1'-4"

SQUARE x 6" THICK.

(POUR AGAINST

UNDISTURBED SOIL)

WIRING & CONDUIT TO FIRE

ALARM SYSTEM. SEE FA

PLANS FOR ADDITIONAL

INFORMATION

SCALE: N.T.S.

C9

POST INDICATOR VALVE

TAMPER SWITCH, REFER TO

FA PLANS FOR ADDITIONAL

INFORAMTION

03/15/2021

7'-0"

3'-6"

1'-6"

18"Ø CONC. BASE

UNDISTURBED

EARTH

CONCRETE CAP

6" STANDARD STEEL PIPE

(GALVANIZED) FILLED

WITH CONCRETE

FINISH PAVEMENT

6"

4'-0"

PAINT BOLLARD YELLOW

SCALE: N.T.S.

E9

POST INDICATOR VALVE

Drawing Number

Project Title

Location

Issue Date Checked Designed

Drawing Title

Approved: Chief Engineering

Office of Construction and Facilities Management

U.S. Department of Veterans

Affairs

PhaseARCHITECT/ENGINEER OF RECORD STAMP

Raymond-Pond SDVOSB JV, LLC 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

POND & Company 3500 Parkway Lane, Suite 500 Peachtree Corners, GA 30092 678-336-7740

Raymond Engineering 1224 Royal Drive, Suite 100 Conyers, GA 30094 770-483-9592

A

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

321 4 5 6 7 8 9 10

VAMC MOUNTAIN HOME, TN

CORRECT ADMIN BLDG 20

ENVIRONMENT AND

CONDITION DEFICIENCIES

MARCH 15, 2021

BID DOCUMENTS

621-15-101

HCS TLN

REVISIONS DATE

FULLY SPRINKLERED

C-502

PS

MU

CONSTRUCTION & EROSION

CONTROL DETAILS

SCALE: N.T.S.

D1

STABILIZATION WITH STRAW MULCH

SCALE: N.T.S.

F1

STABILIZATION WITH PERMANENT VEGETATION

SCALE: N.T.S.

C5

STABILIZATION WITH TEMPORARY SEEDING

see detail F1/C-502.

TS

NOTES:

1. CURB AND GUTTER TO BE CONSTRUCTED IN 10 FOOT LENGTHS.

2. 1/2" EXPANSION JOINTS SHALL BE PROVIDED AT INTERVALS

NOT TO EXCEED 50 FEET, AT THE ENDS AND MID-POINT OF

RETURNS, AND AT ANY POINT WHERE THE NEW CURB AND

GUTTER ABUTS OTHER CONCRETE STRUCTURES.

3. 5' LONG TRANSITIONS SHALL BE PROVIDED BETWEEN NORMAL

GUTTER AND PITCHED GUTTER, UNLESS OTHERWISE NOTED ON

THE PAVING PLANS.

8"

6"

7"

6"

7"

R

6"

R

24" (UNLESS NOTED)

24" (UNLESS NOTED)

REVERSE PITCH CURB AND GUTTER

REGULAR CURB AND GUTTER

SCALE: N.T.S.

F9

CONCRETE CURB AND GUTTER

03/15/2021