Civil Binder.pdf

LOD

DEMOLITION OF EXISTING

SITE FEATURES

LIMITS OF DISTURBANCE

REMOVE EXISTING TREES

LEGEND

SA

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AR

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D

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COMPTON RD.

CHERRY LN. DR.

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COMPTON RD.

PROJECT LOCATION

MURFREESBORO

LOC

CONCRETE HARDSCAPES.

CONCRETE PAVER COURTYARD

LIMITS OF CONSTRUCTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION

48"x48" RC STORMWATER INLET

16"x16" STEEL STORMWATER INLET

36" NDS JUNCTION STRUCTURE

15" STORMWATER PIPE - DOUBLEWALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY PIPE - SCH. 80 PVC

SOLIDS INTERCEPTOR

S T

ST

SS

SS

589.2

SI

SF

INLET PROTECTION MEASURE

SILT FENCE

CONSTRUCTION FENCE

DRAINAGE ARROW

X

EROSION CONTROL LEGEND

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

PROJECT DESCRIPTION:

THE IHC (INTEGRATED HEALTH CENTER) PROJECT INVOLVES THE RENOVATION OF BUILDING 107, AND THE CONSTRUCTION OF A NEW MAIN ENTRANCE, EXTERIOR HARDSCAPES, AND UTILITIES AT

THE ALVIN C. YORK VA MEDICAL CENTER.

THIS PROJECT WILL REQUIRE THE CONSTRUCTION OF NEW ADA RAMPS AND ACCESSIBLE

ROUTES, CURB AND GUTTER, SIDEWALK, STAIRS, PATIO, RAILINGS, STORMWATER PIPES AND

STRUCTURES, SANITARY SEWER PIPE, CLEANOUTS, ROOF DRAINS, REMOVAL AND STORAGE OF

SIGNS UNTIL REINSTALLATION, AND SODDING. CONSTRUCTION SHALL AVOID DISRUPTIONS TO

EXISTING SITE UTILITIES AND SERVICES WHERE POSSIBLE.

THIS WILL REQUIRE INSTALLING AND MAINTAINING LINEAR EROSION CONTROL MEASURES AT THE

LIMITS OF DISTURBANCE, SECURITY FENCE, INLET PROTECTION MEASURES, AND TEMPORARY

SOIL STABILIZATION.

THE DEMOLITION OF EXISTING FEATURES INCLUDES THE REMOVAL OF CONCRETE CURB AND

GUTTER, SIDEWALKS, UTILITY LINES, TRANSFORMER SLAB, AND OTHER SITE FIXTURES. EXISTING

UTILITIES THAT ARE TO REMAIN SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION.

CONTRACTOR SHALL COORDINATE ANY UTILITIES OUTAGES/RELOCATIONS WITH THE COR.

GRADING AND STOCKPILING OF SOILS IS REQUIRED.

UPON COMPLETION OF SITE WORK, EXCAVATIONS SHALL BE BACKFILLED IN APPROPRIATE LIFTS, AND COMPACTED AS REQUIRED TO MEET THE RESPECTIVE CONSTRUCTION REQUIREMENTS FOR

UTILITIES, PAVEMENT, OR LANDSCAPING AREAS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE THE

PROJECT AS DESIGNED.

CONTRACTOR SHALL COORDINATE WITH WOMEN'S HEALTH CLINIC TO MAINTAIN ACCESS AND

UTILITY OPERATIONS DURING BUSINESS HOURS THROUGHOUT CONSTRUCTION.

GENERAL NOTES:

1. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS. SCHEDULE ALL ON-SITE INSPECTIONS

WITH THE PROJECT COR.

2. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR OF ANY UNEXPECTED CONDITIONS ON

SITE.

3. CONTRACTOR SUPERINTENDENT SHALL CARRY A PHONE AT ALL TIMES. FURNISH

NUMBERS TO THE PROJECT COR UPON CONTRACT AWARD.

4. CONTRACTOR SHALL COMPLY WITH ALL NATIONAL BUILDING (UBC), PLUMBING, ELECTRICAL

CODES, & VA STANDARDS.

5. CONTRACTOR SHALL COMPLY WITH OSHA, EPA, NFPA, AND ALL OTHER APPLICABLE SAFETY

CODES AND REGULATIONS AT ALL TIMES.

6. ALL WORK SHALL BE PER VA AND PLAN SPECIFICATIONS AND DETAILS.

7. PROVIDE FINISH QUALITY REPAIR AS A RESULT OF ALL DEMOLITION.

8. SUBMITTALS AND COR APPROVAL REQUIRED ON ALL NEW MATERIALS.

9. VA HAS DEDICATED CONTRACTOR LAYDOWN YARDS ON SITE. CONTRACTOR TO CONTACT

VA FOR LOCATION PRIOR TO START OF CONSTRUCTION FOR ACCESS TO CONTRACTOR

LAYDOWN YARDS. LOCATIONS IN YARDS ARE ASSIGNED BY THE VA. CONTRACTOR

STAGING AND ACCESS SHALL BE FINALIZED AT THE PRE-CONSTRUCTION MEETING.

10. FINAL LOCATION OF CONCRETE CLEANOUT TO BE COORDINATED WITH COR.

11. ALL WORK SHALL BE PERFORMED BY CRAFTSMEN WHO ARE JOURNEYMEN OF THE TRADE

IN WHICH THEY ARE PERFORMING WORK.

12. CONTRACTOR SUPERINTENDENT SHALL REPORT TO THE PROJECT COR EACH MORNING

BEFORE WORK BEGINS, AT WHICH TIME THE DAILY SCHEDULE SHALL BE DISCUSSED.

13. MAINTAIN STORAGE ONLY WITHIN THE CONFINES OF THE JOB SITE OR OTHER APPROVED

AREAS.

14. ALL TRASH SHALL BE PROPERLY DISPOSED OF IN BINS OR DUMPSTER. LITTER AND

GARBAGE SHALL NEVER BE LEFT ANYWHERE EXCEPT IN A RUBBISH BIN, DUMPSTER, OR

OTHER APPROVED LOCATION. TRASH SHALL NEVER BE BURIED ON SITE OR LEFT IN

TRENCHES. SITE SHALL BE CLEAR OF TRASH AT END OF EACH WORKING DAY.

15. CONTRACTOR RESPONSIBLE FOR ALL TRAFFIC CONTROL MEASURES TO SAFELY PERFORM

ROAD CLOSURES, DETOURS, OR OTHER DISRUPTIONS TO VEHICULAR TRAFFIC.

16. SIDEWALKS SHALL ONLY BE CLOSED TO PUBLIC USE FOR THE MINIMUM AMOUNT OF TIME

FOR CONSTRUCTION. ALTERNATIVE ROUTES PROVIDED BY THE CONTRACTOR TO BE MADE

PASSABLE BY USING GRAVEL UNTIL CONSTRUCTION IS COMPLETE.

17. DAMAGE TO BUILDINGS AND SITE FEATURES SHALL BE RESTORED TO PRE-CONSTRUCTION

CONDITIONS OR BETTER BY THE CONTRACTOR AT NO COST TO THE VA.

18. EXCEPT FOR ITEMS TO BE REINSTALLED OR TURNED OVER TO THE VA, ALL MATERIALS

REMOVED SHALL BECOME PROPERTY OF THE CONTRACTOR, TO BE DISPOSED OF OFF-SITE.

19. CONTRACTOR SHALL SCHEDULE ALL UTILITY INTERRUPTIONS WITH THE PROJECT COR AT

LEAST FOURTEEN (14) DAYS IN ADVANCE. UTILITY INTERRUPTIONS MAY REQUIRE

OVERTIME WORK FOR ALL TRADES INVOLVED, AND SHALL BE PROVIDED BY THE

CONTRACTOR AT NO ADDITIONAL COST TO THE VA.

20. TRENCHING SHALL ONLY OCCUR WITHIN THE CONFINES OF A CONSTRUCTION FENCE

SURROUNDING THE AREA OF WORK.

21. ANY TRENCH, INLET WITHOUT GRATE, OR OTHER POTENTIAL FALL HAZARD SHALL BE

SURROUNDED WITH RED "DANGER" TAPE.

22. ANY MANUFACTURER'S TRADE NAMES USED HEREIN IDENTIFY A MINIMUM STANDARD OR

BASIS OF DESIGN AND NOT A PRODUCT ENDORSEMENT.

23. CONTRACTOR SHALL LOCATE AND MARK ALL UTILITIES. CONTRACTOR IS RESPONSIBLE

FOR LOCATION AND IDENTIFICATION OF ALL UTILITIES ON SITE PRIOR TO BEGINNING

CONSTRUCTION.

24. SHOULD ANY EXISTING UTILITIES THAT ARE TO REMAIN CONFLICT WITH THE PROPOSED

WORK, CONTACT THE COR IMMEDIATELY.

25. CALL BEFORE YOU DIG. USE 811 AND PRIVATE UTILITY LOCATORS IN CONJUNCTION WITH

PLANS TO DETERMINE SUBSURFACE UTILITIES LOCATION. USE CAUTION. WHEN DIGGING.

THE SAFETY OF CONSTRUCTION WORKERS, THE HOSPITAL STAFF, AND PATIENTS OF THE

HOSPITAL ARE PARAMOUNT. WHEN IN DOUBT, STOP, CALL, AND VERIFY.

26. WHEN DELIVERIES OF MATERIALS AND EQUIPMENT REQUIRE USE OF INTERNAL VA ROADS,

CONTACT THE COR TO COORDINATE DELIVERY TIMES, AND EQUIPMENT ACCESS ROUTES

ON THE CAMPUS TO MINIMIZE DISRUPTION TO THE NORMAL OPERATIONS OF THE

HOSPITAL.

Scale: NTS1 CAMPUS VICINITY MAP

ABBREVIATIONS

APPX. APPROXIMATELY

BLDG BUILDING

BOC BACK OF CURB

CE CONSTRUCTION ENTRANCE

C.O. CLEANOUT

CF CONSTRUCTION FENCE

E EASTING

EL. ELEVATION

ELEC. ELECTRIC

EOP EDGE OF PAVEMENT

EW EACH WAY

FFE FINISHED FLOOR ELEVATION

FL FLOWLINE

FT FEET

FND. FOUNDATION

HDPE HIGH-DENSITY POLYETHYLENE

IN INLET PROTECTION

MAX. MAXIMUM

M.H. MANHOLE

MIN. MINIMUM

MISC. MISCELLANEOUS

N NORTHING

N/A NOT APPLICABLE

PVC POLYVINYL CHLORIDE

PS PERMANENT SODDING

R., RAD. RADIUS

RCP REINFORCED CONCRETE PIPE

REQ. REQUIRED

ROW. RIGHT-OF-WAY

SD. STORM DRAIN

SF SILT FENCE

SQ. FT. SQUARE FEET

SS SANITARY SEWER

ST STORM SEWER

STA. STATION

STD. STANDARD

SW SIDEWALK

TBR TO BE REMOVED

TS TEMPORARY SEEDING

TTTF TURF TYPE TALL FESCUE

TYP. TYPICAL

WV WATER VALVE

FIRE SAFETY NOTES:

1. ALL FIRE HYDRANTS WITHIN THE LIMITS OF DISTURBANCE SHALL BE INSPECTED AND TESTED AT

THE COMPLETION OF CONSTRUCTION, AT NO ADDITIONAL COST TO THE VA, TO ENSURE THAT NO

INADVERTENT DAMAGE HAS OCCURRED TO THE HYDRANT, OR ITS SUPPLY PIPING DURING

CONSTRUCTION.

SITE SURVEY NOTES:

1. SITE TOPOGRAPHIC SURVEY AND UTILITIES LOCATES PERFORMED BY WOLD SURVEYORS.

2. FINAL SURVEY FILE DATED 01-20-2022

SITE FLOOD MAP INFORMATION:

1. SITE IS LOCATED WITHIN THE CAMPUS OF THE ALVIN C. YORK VA MEDICAL CENTER:

3400 LEBANON PIKE, MURFREESBORO, TN, 31729

2. PROJECT LOCATION ON FEMA FIRM MAP: 47149C0145H

3. DATE MAP WAS APPROVED FOR USE: 01/05/2007

4. DATE MAP WAS ACCESSED: 04/13/2022

5. PROJECT SITE IS NOT LOCATED IN A SPECIAL FLOOD HAZARD AREAS.

EROSION AND SEDIMENT

CONTROL MAINTENANCE NOTES:

1. TOTAL AREA DISTURBED DURING CONSTRUCTION: 41,100 SQ. FT. OR 0.94 ACRES.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH CLINIC TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS THROUGHOUT

CONSTRUCTION.

3. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR

STABILITY AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM

EVENT GREATER THAN ONE-QUARTER OF A INCH (DURING A 24-HOUR PERIOD). CONTRACTOR

SHALL TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE

4. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF LEAVES THE

CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER SYSTEMS, BMP, OR WETLAND.

CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE, OR INTO THE

STORMWATER SYSTEM, BMP, OR WETLAND.

5. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT

DEEP AT THE FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE

BARRIER.

6. TEMPORARY SEEDING SHALL OCCUR IF DISTURBED SOILS ARE TO REMAIN UNTOUCHED FOR MORE THAN SEVEN (7) DAYS. TEMPORARY SEEDING SHALL BE DISTRIBUTED TO STABILIZE THE SITE, AND

SHALL BE APPROPRIATELY MAINTAINED. THIS INCLUDES CUTTING AND FERTILIZING.

7. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED AS SPECIFIED

TO MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

8. ALL STORMWATER INLETS AND INLET PROTECTION MEASURES SHALL BE KEPT CLEAR OF DEBRIS, OR SEDIMENT SHOULD ANY ACCUMULATE.

9. ROADS ARE TO BE KEPT CLEAR OF DEBRIS OR SEDIMENT.

10. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY

THROUGHOUT THE PROJECT.

11. RECORDS SHALL BE KEPT OF ALL INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE

CONTRACTOR.

12. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF TTTF (TURF TYPE TALL FESCUE) SODDING

AND ALL REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR THE

SUCCESSFUL ESTABLISHMENT OF THE SOD.

13. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

APPROVED BY THE COR.

14. CONSULT THE TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK FOR MORE

INFORMATION ON MEASURES AND BEST PRACTICES.

15. SOIL STOCKPILES ON SITE SHALL HAVE SILT FENCE ON THE DOWN SLOPE SIDE OF THE STOCKPILE.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

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HJM

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JTK

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CIVIL COVER SHEET

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CG101

Scale: 1:201 EXISTING CONDITIONS

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

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PEAR

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PEAR

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MAPLE

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CATCH BASIN (SIN)

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T.C. EL.=586.9

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INV. EL.=584.31

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TREE

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MANHOLE

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T.C. EL.=587.14

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INV. EL.=579.25 N

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MANHOLE

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T.C. EL.=587.95

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INV. EL.=577.17 N

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MANHOLE

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T.C. EL.=586.83

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INV. EL.=576.55 W

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SANITARY MANHOLE

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T.C. EL.=586.50

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INV. EL.=580.09 W

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SANITARY MANHOLE

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T.C. EL.=585.76

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INV. EL.=579.31 E

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MAG-NAIL IN CURB

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EL.=585.60

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NAVD 88 DATUM

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SITE BENCHMARK

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MAG-NAIL IN CURB

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EL.=586.60

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NAVD 88 DATUM

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SITE BENCHMARK

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INV. EL.=580.76 S

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6" DUCTLE IRON

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4" PVC

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DIRECTION

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6" DIP

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DIRECTION

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6" DUCTLE IRON

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INV. EL.=576.68 S

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INV. EL.=577.54 S

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EXISTING

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BUILDING

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BUILDING

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EXISTING

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BUILDING

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CONC.

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CONC.

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CURB

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RAMP

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CURB

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RAMP

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CURB

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CURB

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=585.9

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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AC

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GRILL

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CRAWL SPACE

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INV. EL.=579.84 SW

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CLEAN OUT

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CLEAN OUT

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GRASS

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GRAVEL

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONC.

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PARKING LOT

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EASTVIEW DRIVE

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BUILDING

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DRIVEWAY

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OF

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VA HOSPITAL

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BUILDING #107

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PARTIAL TOPOGRAPHIC SURVEY

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DATE: 11-01-2021:REVISED: 1-18-2022(ADDED TOPO)

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MURFREESBORO-RUTHERFORD COUNTY-TENNESSEE

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TELEPHONE MANHOLE

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PARK BENCH

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PB

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TB

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TELEPHONE BOX

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GRAPHIC SCALE - 1" = 20'

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S.P.C.S. NAD 83/ NGVD 29

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GAS VALVE

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GAS METER

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FIRE HYDRANT

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WATER VALVE

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LEGEND

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MAJOR CONTOUR LINE

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CURB

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EDGE OF CONC.

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TREE

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LIGHT POLE

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BENCHMARK

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MANHOLE

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ELECTRIC MANHOLE

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MURFREESBORO

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WOLD/HFR PROJECT NO. 217040

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EAST MAIN ST.

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TRANS.

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CONC.

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SIGN

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SAM JARED DRIVE

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SIGN

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TREE

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SIGN

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CONC.

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CONC.

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CONC.

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EXISTING

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BUILDING

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BUILDING

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GRASS

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GRAVEL

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GRAVEL

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AREA DRAIN 2X2

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T.C. EL.=586.90

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AREA DRAIN 2X2

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T.C. EL.=587.09

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AREA DRAIN 2X2

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T.C. EL.=587.02

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CO

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FFE=587.4

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FFE=587.4

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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WALL

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6"CAST IRON

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EXISTING

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BUILDING

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EXISTING

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BUILDING

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PARKING LOT

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CONC.

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PARKING LOT

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SANITARY SEWER CO

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T.C. EL.=N/A

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INV.=UNACCESSABLE

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OUTFALL

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ENGINEER NOTES:

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1. THE FOLLOWING UTILITIES WERE LOCATED FROM VA RECORDS THE FOLLOWING UTILITIES WERE LOCATED FROM VA RECORDS AND ADDED TO THE SURVEY FILE. THESE UTILITIES WERE NOT NOT LOCATED BY A UTILITY LOCATOR OR SURVEYOR. 1.1. SANITARY SEWER SANITARY SEWER 1.2. WATER LINES WATER LINES 1.3. CHILLED WATER LINES AND RETURNS CHILLED WATER LINES AND RETURNS 1.4. UG ELECTRICAL UG ELECTRICAL 1.5. ROOF DRAIN PIPES ROOF DRAIN PIPES 1.6. NATURAL GAS LINES NATURAL GAS LINES THE LOCATIONS SHOWN ON THE SURVEY ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM LOCATION OF ALL UTILITIES PRIOR TO BEGINNING CONSTRUCTION.

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6" DUCTLE IRON

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MANHOLE

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T.C. EL.= N/A

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INV. FROM = 575.55 BLDG 107 AS-BUILTS

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RAMP

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CURB

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CURB

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THIS IS NOT A BOUNDARY SURVEY.

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DEED REFERENCE FOR THE PROPERTY SURVEYED IS D.B. 84, PGS. 1-8,

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AS OF RECORD IN REGISTER'S OFFICE FOR RUTHERFORD COUNTY, TENNESSEE.

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OR ENTITIES WITHOUT AN EXPRESSED RE-CERTIFICATION BY THE SURVEYOR

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THE ORIGINAL PURCHASER AND DOES NOT EXTEND TO ANY UNNAMED PERSON

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US GOVERNMENT VA HOSPITAL MURFREESBORO

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ALL DISTANCES WERE MEASURED WITH E.D.M. EQUIPMENT AND HAVE

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UTILITIES HAVE BEEN PLOTTED FROM SURFACE FEATURES FOUND AT

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THE TIME OF SURVEY AND AVAILABLE MAPS AND RECORDS. THERE MAY

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BE OTHER UTILITIES, THE EXISTENCE OF WHICH ARE NOT KNOWN TO

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SURVEYOR'S LIABILITY FOR THIS DOCUMENT SHALL BE LIMITED TO

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WHOSE SIGNATURE APPEARS ON THIS SURVEY.

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THE UNDERSIGNED.

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OWNER OF RECORD BEING:

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BEEN ADJUSTED FOR

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TEMPERATURE.

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NOTES:

AutoCAD SHX Text 2)

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AND CURRENT TITLE SEARCH MAY DISCLOSE.

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OWNERSHIP TITLE EVIDENCE, OR ANY OTHER FACTS THAT AN ACCURATE

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EASEMENTS OF RECORD, ENCUMBRANCES, RESTRICTIVE COVENANTS,

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SURVEYOR HAS MADE NO INVESTIGATION OR INDEPENDENT SEARCH FOR

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BEING A PORTION OF TAX MAP 59, PARCEL 53.00

AutoCAD SHX Text E

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ELECTRICAL

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STORM SEWER

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SANITAY SEWER

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GAS

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WATER

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ST

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EXISTING BUILDING

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CONTOUR LINE

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HJM

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JTK

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EXISTING CONDITIONS PLAN

V-101

RENOVATED

INTEGRATED HEALTH BUILDING

RENOVATED

INTEGRATED HEALTH BUILDING

LO

D

LO

D

LO

D

LOD

LOD

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LIMITS OF DISTURBANCE

LIMITS OF DISTURBANCE

PROTECT AC UNIT

AND DRAIN PIPE

IN PLACE

PROTECT LIGHT

POST IN PLACE PROTECT LIGHT

POST IN PLACE

EX. ELECTRIC LINES

TO TRANSFORMER

NOT FIELD LOCATED.

PROTECT HYDRANT AND

WATER VALVE IN PLACE

PROTECT EX.

STORMWATER MANHOLE

PROTECT EX.

SANITARY MANHOLE

PROTECT LIGHT

POST IN PLACE

PROTECT EX. STORMWATER LINE

IN PLACE. REUSE TO TIE EX. ROOF

LEADERS TO NEW STORM PIPES,

CUT AND REMOVE EXCESS LENGTH

TO TIE INTO NEW STRUCTURE.

CAP EX. CHILLED WATER LATERAL

TO BLDG. 107

PROTECT

EX. WATER MAINS

IN PLACE.

LOD

DEMOLITION OF EXISTING

SITE FEATURES

LIMITS OF DISTURBANCE

REMOVE EXISTING TREES

LEGEND

Scale: 1:201 DEMOLITION PLAN

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

NOTES:

1. CONTACT VA STAFF ONE WEEK PRIOR TO STARTING WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH

CLINIC TO MAINTAIN CONTINUOUS ACCESS AND UTILITY SERVICE DURING

BUSINESS HOURS THROUGHOUT CONSTRUCTION.

3. FULL EXTENT OF EXISTING UTILITIES ARE NOT SHOWN. CONTRACTOR

SHALL PERFORM LOCATES TO CONFIRM LOCATION OF EXISTING UTILITIES

PRIOR TO STARTING WORK.

4. WHERE SANITARY SEWER PIPE IS TO BE DEMOLISHED AND REPLACED, THE

CONTRACTOR SHALL COORDINATE DEMO/REPLACEMENT WITH THE COR AND

THE WOMENS HEALTH CLINIC (BLDG. 106). WORK TO OCCUR ON A 3-DAY

WEEKEND WHEN THE CLINIC IS CLOSED. ALL WORK ON THE LINE, INCLUDING

DEMO AND REPLACEMENT SHALL OCCUR DURING THE ALLOTTED TIME.

5. WHERE DOMESTIC AND CHILLED WATER LINES ARE DEMOLISHED, CAP

SERVICE LINES.

6. DO NOT DAMAGE STORMWATER STRUCTURES, BOXES, OR PIPES TO REMAIN

ON SITE. SHOULD ANY BE DAMAGED, CONTACT THE COR IMMEDIATELY.

7. PROTECT ALL FACADES, VEGETATION, UTILITIES, CURB AND GUTTER, AND

HARDSCAPES NOT MARKED FOR DEMOLITION.

8. CONTRACTOR SHALL DISCUSS ALL ITEMS TO BE REMOVED WITH THE COR;

SALVAGE ITEMS AS DIRECTED.

9. ALL ITEMS TO REMAIN PROPERTY OF THE VA SHALL BE TURNED OVER TO

THE VA.

10. SIGNS AND OTHER SITE ITEMS TO BE REINSTALLED SHALL BE STORED AND

PROTECTED FROM DAMAGE DURING REMOVAL/REINSTALLATION, AND SHALL

BE REINSTALLED TO MATCH EXISTING OR AS DIRECTED BY THE COR. IF

ITEMS ARE DAMAGED, CONTACT THE COR.

11. REMOVE TREES AS MARKED, GRIND UP/REMOVE STUMP, AND GRUB ROOTS

TO DEPTH OF 18".

12. WHERE STORMWATER PIPES/STRUCTURES ARE TO BE DEMOLISHED,

BACKFILL AND COMPACT TRENCHES AS REQUIRED TO REESTABLISH GRADE.

13. DEMOLITION SHALL INCLUDE UNDERGROUND ROOF DRAIN PIPES; DEMO TO

BUILDING FACADE.

14. NEATLY SAWCUT AND REMOVE PAVEMENT, CONCRETE SIDEWALK, CURB &

GUTTER SECTIONS AS SHOWN.

15. ALL MATERIALS NOT RETURNED TO VA SHALL BECOME PROPERTY OF THE

CONTRACTOR. HAUL OFF ALL DEBRIS FROM SITE AND DISPOSE OF IN

ACCORDANCE WITH VA STANDARDS, APPLICABLE STATE AND FEDERAL

LAWS.

16. CONTRACTOR SHALL BE RESPONSIBLE FOR USE OF FALL ARREST SYSTEMS,

TRENCH BOXES, AND ALL OTHER MEASURES AS REQUIRED BY OSHA DURING

CONSTRUCTION.

17. ABANDONED PIPES ARE TO BE REMOVED. HOLES LEFT IN FACADE TO BE

CAPPED.

DEMOLITION KEY NOTES

1. DEMOLISH CONCRETE CURB AND GUTTER.

2. DEMOLISH CONCRETE SIDEWALK, UTILITY PAD, STAIRS, RAMPS, RAILINGS.

3. DEMOLISH CRAWL SPACE ACCESS.

4. REMOVE TREE, GRIND UP STUMP, AND GRUB ROOTS UNDER CANOPY.

5. REMOVE AND STORE SIGNS AND POSTS FOR REINSTALLATION.

6. DEMOLISH STORMWATER PIPE, STRUCTURES.

7. DEMOLISH SANITARY SEWER PIPE, STRUCTURES.

8. REMOVE GRILL, RETURN TO VA.

9. REMOVE BASEMENT DRAIN PIPE, CAP HOLE WITH CONCRETE AT FACADE.

10. DEMOLISH ELECTRICAL LINES

11. DEMOLISH 4" CHILLED WATER LINE AND RETURN. CAP OFF AT MAIN LINE

CONNECTION. SEE M-MD-02 PLUMBING SHEET FOR MORE INFORMATION.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

AutoCAD SHX Text 24''

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PEAR

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PEAR

AutoCAD SHX Text 10''

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MAPLE

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CATCH BASIN (SIN)

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T.C. EL.=586.9

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INV. EL.=584.31

AutoCAD SHX Text 48''

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TREE

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MANHOLE

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T.C. EL.=587.14

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INV. EL.=579.25 N

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MANHOLE

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T.C. EL.=587.95

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INV. EL.=577.17 N

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MANHOLE

AutoCAD SHX Text

T.C. EL.=586.83

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INV. EL.=576.55 W

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SANITARY MANHOLE

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T.C. EL.=586.50

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INV. EL.=580.09 W

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SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=585.76

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INV. EL.=579.31 E

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MAG-NAIL IN CURB

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EL.=585.60

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NAVD 88 DATUM

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SITE BENCHMARK

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MAG-NAIL IN CURB

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EL.=586.60

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NAVD 88 DATUM

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SITE BENCHMARK

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INV. EL.=580.76 S

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6" DUCTLE IRON

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4" PVC

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DIRECTION

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6" DIP

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DIRECTION

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6" DUCTLE IRON

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INV. EL.=576.68 S

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INV. EL.=577.54 S

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EXISTING

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BUILDING

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BUILDING

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EXISTING

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BUILDING

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CONC.

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CONC.

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CURB

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RAMP

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CURB

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RAMP

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CURB

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CURB

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=589.2

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FFE=585.9

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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CONC.

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AC

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GRILL

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CRAWL SPACE

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INV. EL.=579.84 SW

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CLEAN OUT

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CLEAN OUT

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GRASS

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GRAVEL

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GRASS

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GRASS

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GRASS

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GRASS

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GRASS

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CONC.

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PARKING LOT

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EASTVIEW DRIVE

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BUILDING

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DRIVEWAY

AutoCAD SHX Text T

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PB

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TB

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EAST MAIN ST.

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TRANS.

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CONC.

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SIGN

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SIGN

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TREE

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SIGN

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CONC.

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CONC.

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CONC.

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EXISTING

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BUILDING

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BUILDING

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GRASS

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GRAVEL

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GRAVEL

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AREA DRAIN 2X2

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T.C. EL.=586.90

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AREA DRAIN 2X2

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T.C. EL.=587.09

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AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.02

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CO

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FFE=587.4

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FFE=587.4

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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WALL

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6"CAST IRON

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EXISTING

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BUILDING

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PARKING LOT

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CONC.

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PARKING LOT

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SANITARY SEWER CO

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T.C. EL.=N/A

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INV.=UNACCESSABLE

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OUTFALL

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6" DUCTLE IRON

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MANHOLE

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T.C. EL.= N/A

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INV. FROM = 575.55 BLDG 107 AS-BUILTS

AutoCAD SHX Text

RAMP

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CURB

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CURB

AutoCAD SHX Text E

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ST

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HJM

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DEMOLITION PLAN

CD101

LOC

LOC

LOC

LOC

LOC

LOC

LOC

LOC LO

C

LO

C

LO

C

LOC

LO

C

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LOC

LOC

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LOC

LOC

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

S T

S T

S T

S T

ST

SS

ST

SS

13.8'

.2

42.0'

4.

1'

1.

2'

6.

0'

.7

31.0'

112.0'

10.0'

12.9'

88.0'

.8

.0

6.

0'

6.0'

.0

6.8'

.4

48.7'

.0

.0

89.8'

.0

6.0'

4.

8'

.2

R20'

R10

R10'

R3

R3'

R3'

R3'

R3'

4.

8'

17.4'

.0

11.8'

7.0'

.0

13.5' 22 .9

R10.0'

7.

0'

28.5'

.5

.5

27.6'

6.0'

23.0'

R3.0'

.0

6.5'

.0

6.0'

35.0'

5.4'

R5.0'

.0

6.0'36 .4

7.0'

.2

16.0'

6.

5'

4.5'

.9

13.0'

6.

5'

10.7'

.0

7.0'

19.6'

ST

ST

ST

SS

20.1'

SS

R10.0'

SS

ST

ST

ST

SI

SS

6.

7.

0'

R10.0'

4.0'

8.

5'

.7

.8

.6

6.0'

.1

TIE TO

EXISTING

SIDEWALK

TIE TO

EXISTING

SIDEWALK

TIE TO

EXISTING

SIDEWALK

NEW GLASS CORRIDOR

SEE ARCH-#-123.45

14 14

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

ST

SS

48"x48" RC STORMWATER INLET

16"x16" STEEL STORMWATER INLET

36" NDS JUNCTION STRUCTURE

S T

LOC

CONCRETE HARDSCAPES.

CONCRETE PAVER COURTYARD

LIMITS OF CONSTRUCTION

LEGEND

SOLIDS INTERCEPTORSI

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 CIVIL SITE PLAN

NOTES:

1. CONTRACTOR SHALL COORDINATE WORK AND PHASING WITH VA,

TRADES, AND OTHERS AS REQUIRED TO PREVENT

DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS CLINIC

TO MAINTAIN CONTINUOUS ACCESS AND UTILITY SERVICE DURING

BUSINESS HOURS THROUGHOUT CONSTRUCTION.

3. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB

OR EDGE OF SIDEWALK.

4. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS

SHOWN.

5. EXISTING CURB AND GUTTER, SIDEWALKS, ASPHALT, AND OTHER

SITE FEATURES THAT ARE TO REMAIN SHALL BE PROTECTED.

WHERE NEW TIES TO EXISTING, SAW CUT, PROTECT, AND KEEP

EXISTING CLEAN. EXISTING AND NEW SHALL TIE TOGETHER. WHERE

WIDTHS DIFFER, TAPER TO MATCH EXISTING.

6. ALL SIDEWALKS CONSTRUCTED ON SITE SHALL MEET ACCESSIBLE

ROUTE REQUIREMENTS, AND SHALL HAVE A MAXIMUM RUNNING

SLOPE OF 3%, AND MAXIMUM CROSS SLOPE OF 2%.

9. RAMP AND SIDEWALKS ADJACENT TO BUILDING FACADES OR WALLS

SHALL BE SLOPED AWAY FROM THE BUILDING USING A MINIMUM

CROSS SLOPE OF 1%.

10. PROTECT BUILDING FACADE FROM DAMAGE DURING ALL PHASES OF

WORK.

11. CONSTRUCT ADA RAMPS AND ASSOCIATED LANDINGS IN

CONFORMANCE WITH DETAILS PROVIDED AND THE STANDARDS AND

SPECIFICATIONS OF THE DEPARTMENT OF VETERANS AFFAIRS. MAX

RAMP RUNNING SLOPE OF 5%. MAX CROSS SLOPE OF 2%.

KEY NOTES

1. CONSTRUCT CONCRETE SIDEWALK: SEE 1/C-501

2. CONSTRUCT CONCRETE CURB & GUTTER: SEE 2/C-501

3. CONSTRUCT DIRECTIONAL ADA CURB RAMP: SEE 3/C-501

4. CONSTRUCT STAIRS & LANDING: SEE AE 08.07

5. CONSTRUCT MAIN ENTRY RAMP, STAIRS, & PORCH: SEE AE 08.07

6. CONSTRUCT CORRIDOR ENTRY RAMP, STAIRS, & PORCH:

SEE AE 08.07

7. CONSTRUCT ADA RAMP W/ RAILING & ELEVATED CONCRETE

LANDING: SEE AE 08.07

8. INSTALL TACTILE DOMES: SEE 5/C-501

9. INSTALL STAIR NOSINGS: SEE 4/C-501

10. CONSTRUCT NEW CONCRETE SLAB FOR ELECTRICAL

TRANSFORMER: SEE 1/C-503

11. CONSTRUCT CONCRETE HELICAL FOOTING, PRIVACY FENCE

AROUND TRANSFORMER: AE 01.01C

12. CONSTRUCT COURTYARD: SEE 4/C-502

13. CAP CRAWLSPACE ACCESS POINT IN EXTERIOR WALL.

14. REINSTALL SIGNS AND POSTS REMOVED/STORED BY

CONTRACTOR: SEE 2 & 3/C-503

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=586.50

AutoCAD SHX Text

INV. EL.=580.09 W

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=585.76

AutoCAD SHX Text

INV. EL.=579.31 E

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=585.60

AutoCAD SHX Text

NAVD 88 DATUM

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SITE BENCHMARK

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=586.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

INV. EL.=580.76 S

AutoCAD SHX Text

6" DUCTLE IRON

AutoCAD SHX Text

PARKING LOT

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EASTVIEW DRIVE

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DRIVEWAY

AutoCAD SHX Text T

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PB

AutoCAD SHX Text

TB

AutoCAD SHX Text

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EAST MAIN ST.

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=586.90

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.09

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AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.02

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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PARKING LOT

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PARKING LOT

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SANITARY SEWER CO

AutoCAD SHX Text

T.C. EL.=N/A

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INV.=UNACCESSABLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

T.C. EL.= N/A

AutoCAD SHX Text

INV. FROM = 575.55 BLDG 107 AS-BUILTS

AutoCAD SHX Text

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HJM

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JTK

AutoCAD SHX Text

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CIVIL SITE PLAN

C-101

LOC

LOC

LOC

LOC

LOC

LOC

LOC LO

C

LO

C

LO

C

LOC

LO

C

LOC

LOC

LOC

LOC

LO

C

LO

C

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LOC

LOC

LO

C

LO

C

LO

C

LOC

LOC

LO

C

LOC

LOC

LO

C

LO

C

LOC

LO

C

LO

C

LO

C

LOC

LO

C

S T

S T

S T

S T

ST

SS

ST

SS

SS

ST

ST

ST

SI

SS

586.45

586.00

586.00 588.11

588.05

585.35

584.66584.85586.42 585.40

587.21

587.62

587.19

588.31

589.20

589.20

586.73

586.75 587.18

7.

587.21

587.30 587.25

587.30 587.25

587.30 587.25

587.43 587.40

587.36

587.40 587.40

587.02 587.00

587.47

587.52587.52

587.35

587.35

586.60 586.60

587.00

587.18

586.47

586.74

586.50

586.66

586.00

587.23

586.91

586.92

7.3

587.27 587.65

587.60

587.50

587.50

587.50

587.50

587.47

587.41

586.74

586.85 587.21

588.05

588.10

587.55

587.55

587.28

587.28

587.28

587.29

586.72

587.60

586.99

586.00

587.64

588.77

587.50

586.50

587.25

585.60

585.97

585.60

586.25

587.90

586.94 586.46586.76

586.76

585.50

584.78 584.50

585.34

585.87

585.66

585.40

589.10

587.90

587.50

589.1587.6 589.2

589.14

589.14

LEGEND

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

ST

SS

SOLIDS INTERCEPTORSI

LOC LIMITS OF CONSTRUCTION

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

SPOT ELEVATION

48"x48" RC STORMWATER INLET

16"x16" STEEL STORMWATER INLET

36" NDS JUNCTION STRUCTURE

S T

589.2

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 GRADING PLAN

GRADING NOTES:

1. CONTRACTOR SHALL COORDINATE ALL WORK AND PHASING WITH THE VA AND OTHERS

AS REQUIRED TO PREVENT DAMAGE/REPLACEMENT OF NEW WORK.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH CLINIC TO

MAINTAIN CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS

THROUGHOUT CONSTRUCTION.

3. CONTRACTOR SHALL PERFORM OWN ESTIMATES AND SHALL PROVIDE ALL EARTHWORK

NECESSARY TO ACHIEVE THE DESIGN GRADE, INCLUDING ANY OFFSITE BORROW OR

SPOILS REQUIRED.

4. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE IN ALL GRADED AREAS,

INCLUDING PAVING, LAWN AND LANDSCAPE AREAS.

5. THE CONTRACTOR SHALL IMMEDIATELY REPORT TO THE COR SHOULD ANY

DISCREPANCIES BE FOUND BETWEEN ACTUAL FIELD CONDITIONS AND CONSTRUCTION

DOCUMENTS AND SHALL WAIT FOR INSTRUCTION PRIOR TO PROCEEDING.

6. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES.

PRIOR TO BEGINNING WORK, BOTH PUBLIC AND PRIVATE. CONTRACTOR IS FULLY

RESPONSIBLE FOR ALL UNDERGROUND UTILITIES AND SHALL REPAIR ANY DAMAGE AT

NOT COST TO THE VA.

7. ALL GRADED AREAS SHALL DRAIN FREELY WITHOUT PONDING. CONTRACTOR SHALL

SMOOTHLY TRANSITION BETWEEN NEW EARTHWORK AND GRADES TO EXISTING

GRADES AROUND THE SITE.

8. WORK IN GRADES AROUND LAMP POSTS AND OTHER FEATURES TO REMAIN TO AVOID

LOW SPOTS.

9. DO NOT BURY EXISTING SITE FEATURES (LAMP POST FOOTINGS, FIRE HYDRANTS, VALVE

BOXES, ETC.)

10. THE PROPOSED CONTOURS AND SPOT ELEVATIONS SHOWN AT SIDEWALKS, RAMPS,

AND STORMWATER STRUCTURES ARE FINISHED ELEVATIONS. REFER TO DETAIL CROSS

SECTIONS TO ESTABLISH THE CORRECT BASE/AGGREGATE BASE COURSE ELEVATIONS.

11. FINISH SLOPES SHALL BE GRADED NO STEEPER THAN 10% (10:1).

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=586.50

AutoCAD SHX Text

INV. EL.=580.09 W

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=585.76

AutoCAD SHX Text

INV. EL.=579.31 E

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=585.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=586.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

INV. EL.=580.76 S

AutoCAD SHX Text

6" DUCTLE IRON

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

EASTVIEW DRIVE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

PB

AutoCAD SHX Text

TB

AutoCAD SHX Text

AutoCAD SHX Text

EAST MAIN ST.

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=586.90

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.09

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.02

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

SANITARY SEWER CO

AutoCAD SHX Text

T.C. EL.=N/A

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

T.C. EL.= N/A

AutoCAD SHX Text

INV. FROM = 575.55 BLDG 107 AS-BUILTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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HJM

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JTK

AutoCAD SHX Text

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GRADING PLAN

C-102

SS

RENOVATED

INTEGRATED HEALTH BUILDING

RENOVATED

INTEGRATED HEALTH BUILDING

S T

S T

S T

S T

SF SF

SF

SF

SF

SF

SF

SF

SF

SF

X

X

X X

X

X X X

X

X

X X X X X X X

X X

X

X X

X

X

X X

X X

X X

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X

SF

SF

SF

SF

SF

SF

SF

ST

SS

ST

SS

SS

SS

SS

SS

SS

SS

SS

ST

ST

ST

SS

SF

SS

SS

LO

D

LO

D

LO

D

LOD

LOD

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

SS

ST

ST

ST

SI

SS

SF

NEW GLASS CORRIDOR

NEW COURTYARD W/

CONCRETE PAVERS.

NEW MAIN

ENTRANCE

CE

SF

SF

CF

CF

IP

IP

IP

IP

IP

IP

IP

IP

IP

TS PS

TS PS

TS PS

TS PS

TS PS

TS PS

TS PS

TS

PS

IP

SF

INLET PROTECTION MEASURE

SILT FENCE

CONSTRUCTION FENCE

DRAINAGE ARROW

X

EROSION CONTROL LEGEND

IP

SF

CF

LOD LIMITS OF DISTURBANCE

LEGEND

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

48"x48" RC STORMWATER INLET

16"x16" STEEL STORMWATER INLET

36" NDS JUNCTION STRUCTURE

15" STORMWATER PIPE - DOUBLEWALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY PIPE - SCH. 80 PVC

SOLIDS INTERCEPTOR

S T

ST

SS

SS

SI

CE

CF

SF

IP

TS

PS

CONSTRUCTION ENTRANCE 2/C-509

CONSTRUCTION FENCE

SILT FENCE 1/C-507

INLET PROTECTION 1/C-508

TEMPORARY SEEDING 3/C-509

PERMANENT SODDING 6/C-503

EROSION CONTROL MEASURES

IDENTIFICATION LEGEND

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 EROSION AND SEDIMENT CONTROL PLAN

KEY NOTES

1. INSTALL SILT FENCE PER DETAIL 1/C-507

2. INSTALL INLET PROTECTION MEASURES: SEE 1/C-508

3. CONCRETE CLEANOUT: SEE 1/C-509

EROSION AND SEDIMENT

CONTROL MAINTENANCE NOTES:

1. TOTAL AREA DISTURBED DURING CONSTRUCTION: 41,100 SQ. FT. OR 0.94 ACRES.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH CLINIC TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS THROUGHOUT

CONSTRUCTION.

3. ALL EROSION, INLET PROTECTION, AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR

STABILITY AND OPERATION AT LEAST ONCE A WEEK AND WITHIN 24 HOURS AFTER ANY STORM

EVENT GREATER THAN ONE-QUARTER OF A INCH (DURING A 24-HOUR PERIOD). CONTRACTOR

SHALL TAKE IMMEDIATE CORRECTIVE ACTION FOR ANY DEVICE FAILURE

4. CONTRACTOR SHALL INSPECT ALL OUTFLOWS WHERE STORMWATER RUNOFF LEAVES THE

CONSTRUCTION SITE OR ENTERS AN EXISTING STORMWATER SYSTEMS, BMP, OR WETLAND.

CORRECTIVE ACTION MUST BE TAKEN IF SEDIMENT IS DEPOSITED OFF SITE, OR INTO THE

STORMWATER SYSTEM, BMP, OR WETLAND.

5. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FT

DEEP AT THE FENCE. THE SILT FENCE SHALL BE REPAIRED AS NECESSARY TO MAINTAIN THE

BARRIER.

6. TEMPORARY SEEDING SHALL OCCUR IF DISTURBED SOILS ARE TO REMAIN UNTOUCHED FOR MORE THAN SEVEN (7) DAYS. TEMPORARY SEEDING SHALL BE DISTRIBUTED TO STABILIZE THE SITE, AND

SHALL BE APPROPRIATELY MAINTAINED. THIS INCLUDES CUTTING AND FERTILIZING.

7. ALL SEEDED AREAS SHALL BE FERTILIZED, RESEED AS NECESSARY, AND MULCHED AS SPECIFIED

TO MAINTAIN VIGOROUS, DENSE VEGETATIVE COVER.

8. ALL STORMWATER INLETS AND INLET PROTECTION MEASURES ARE TO BE KEPT CLEAR OF DEBRIS, OR SEDIMENT SHOULD ANY ACCUMULATE.

9. ROADS ARE TO BE KEPT CLEAR OF DEBRIS OR SEDIMENT.

10. CONSTRUCTION ENTRANCES ARE TO BE MAINTAINED TO ENSURE CONTINUED FUNCTIONALITY

THROUGHOUT THE PROJECT.

11. RECORDS SHALL BE KEPT OF ALL INSPECTIONS AND ANY CORRECTIVE ACTIONS TAKEN BY THE

CONTRACTOR.

12. FINAL STABILIZATION OF THE SITE SHALL CONSIST OF SODDING (TURF TYPE TALL FESCUE) AND

ALL REQUIRED SITE PREPARATION (TOPSOIL, FERTILIZER, WATERING, ETC.) FOR THE SUCCESSFUL

ESTABLISHMENT OF THE SOD.

13. ALL EROSION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL SITE IS FULLY STABILIZED, AND

APPROVED BY THE COR.

14. CONSULT THE TENNESSEE EROSION AND SEDIMENT CONTROL HANDBOOK FOR MORE

INFORMATION ON MEASURES AND BEST PRACTICES.

15. SOIL STOCKPILES ON SITE SHALL HAVE SILT FENCE ON THE DOWN SLOPE SIDE OF THE STOCKPILE.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=586.50

AutoCAD SHX Text

INV. EL.=580.09 W

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=585.76

AutoCAD SHX Text

INV. EL.=579.31 E

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=585.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=586.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

INV. EL.=580.76 S

AutoCAD SHX Text

6" DUCTLE IRON

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

EASTVIEW DRIVE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text T

AutoCAD SHX Text E

AutoCAD SHX Text

PB

AutoCAD SHX Text

TB

AutoCAD SHX Text

AutoCAD SHX Text

EAST MAIN ST.

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=586.90

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.09

AutoCAD SHX Text

AREA DRAIN 2X2

AutoCAD SHX Text

T.C. EL.=587.02

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

INV.=UNACCESSABLE

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INV.=UNACCESSABLE

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PARKING LOT

AutoCAD SHX Text

PARKING LOT

AutoCAD SHX Text

SANITARY SEWER CO

AutoCAD SHX Text

T.C. EL.=N/A

AutoCAD SHX Text

INV.=UNACCESSABLE

AutoCAD SHX Text

MANHOLE

AutoCAD SHX Text

T.C. EL.= N/A

AutoCAD SHX Text

INV. FROM = 575.55 BLDG 107 AS-BUILTS

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

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HJM

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JTK

AutoCAD SHX Text

AutoCAD SHX Text

PLAN

AutoCAD SHX Text

EROSION AND SEDIMENT CONTROL

C-103

SS

S T

S T

S T

S

TP1

P2

P3

P6

P4

S6

S1

S4

S3

S2

XS01

ST

SS

ST

SS

SS

SS

SS

SS

SS

SS

SS

P5

ST

1+01.0

0+00.0

1+00.0

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SS

SS

LO

D

LO

D

LO

D

LOD

LOD

LOD

LO

D

LOD

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

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D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LOD

LO

D

LO

D

LO

D

LO

D

LO

D

LOD

LOD

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SS

ST

ST

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SI

SS

0+00.0

1+

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2+00.0

3+00.0

4+

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5+

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NEW ENTRY CORRIDOR

6.6

TIE NEW PIPES TO

EXISTING STRUCTURE

6.2

6.2

6.3

6.2

6.2

6.6

6.1

6.3 6.2 6.2

6.3

8 8

6.3

6.1

6.6

6.4

6.2

6.3 6.3

6.1

6.2

6.5

6.2

6.4

6.4

6.4

48"x48" RC STORMWATER INLET

16"x16" STEEL STORMWATER INLET

36" NDS JUNCTION STRUCTURE

15" STORMWATER PIPE - DOUBLEWALL HDPE

ROOF LEADER DRAIN - SCH. 80 PVC

STORM SEWER CLEANOUT

SANITARY SEWER CLEANOUT

SANITARY PIPE - SCH. 80 PVC

SOLIDS INTERCEPTOR

S T

ST

SS

SS

SI

LEGEND

DRAINAGE ARROW

PROPOSED MAJOR CONTOUR

PROPOSED MINOR CONTOUR

LOD LIMITS OF DISTURBANCE

STOP - CAUTION!!!

BEFORE YOU DIG CALL 811 AT LEAST

48 HOURS PRIOR TO CONSTRUCTION

GRAPHIC SCALE

1" = 20'

20'0 40'10'

Scale: 1:201 DRAINAGE PLAN

NOTES:

1. COORDINATE SITE PLAN WORK WITH OTHER WORK AS SHOWN ON OTHER PLANS HEREIN,

INCLUDING BUT NOT LIMITED TO GRADING, UTILITIES, SIGNAGE AND MARKINGS, AND

CONSTRUCTION PHASING.

2. CONTRACTOR SHALL COORDINATE ALL WORK WITH WOMENS HEALTH CLINIC TO MAINTAIN

CONTINUOUS ACCESS AND UTILITY SERVICE DURING BUSINESS HOURS THROUGHOUT

CONSTRUCTION.

3. WORK SHALL OCCUR WITHIN THE LIMITS OF DISTURBANCE AS SHOWN.

4. EXISTING CURB AND GUTTER, SIDEWALK, ASPHALT, UTILITIES, AND OTHER SITE FEATURES TO

REMAIN SHALL BE PROTECTED DURING CONSTRUCTION. WHERE NEW TIES TO EXISTING, SAW

CUT, PROTECT, AND KEEP EXISTING CLEAN. EXISTING AND NEW SHALL TIE TOGETHER.

WHERE WIDTHS DIFFER, TAPER TO MATCH EXISTING.

5. CONTRACTOR SHALL NOT DISTURB SOIL OUTSIDE OF THE EDGE OF PROPOSED NEW

CONSTRUCTION.

6. CONSTRUCT ADA RAMPS, ASSOCIATED LANDINGS, AND GRADING IN CONFORMANCE WITH

DETAILS PROVIDED AND THE STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF

VETERANS AFFAIRS.

7. PROTECT BUILDING FACADE FROM DAMAGE.

8. NEW STORMWATER PIPE TO BE PLACED AT MINIMUM 1% SLOPE.

9. UNLESS NOTED OTHERWISE, DIMENSIONS ARE FROM BACK OF CURB OR EDGE OF SIDEWALK.

10. ALL NEW ROOF DRAIN LEADERS TIE TO STRUCTURES/CLEANOUTS AS SHOWN WITH SCH. 80

PVC PIPE, MIN 12" COVER. IF EXISTING ROOF DRAIN PIPES IN FACADE ARE TO BE RE-USED, TIE

TO NEW PIPES. SLOPE TO STRUCTURES AT 2.0% MINIMUM.

11. A CLEANOUT (BOOT) SHALL BE INSTALLED AT ALL LEADERS.

12. CONTRACTOR SHALL PROVIDE SMOOTH CONNECTION AT PIPES AND INLET STRUCTURES;

MORTAR/SEAL AROUND PIPES, AND PROVIDE CONCRETE INVERTS IN RCP STRUCTURE.

KEY NOTES

1. 48"x48" REINFORCED CONCRETE STORMWATER AREA INLET: 1/C-504

2. 16"x16" STEEL AREA INLET WITH HIGH FLOW CAST IRON INLET COVER: 5/C-502

3. (STORM/SANITARY) CLEANOUT STRUCTURE: 2/C-502 AND 3/C-502

4. 15" DOUBLEWALL HDPE STORMWATER PIPE: 1/C-502

5. 36" NDS JUNCTION STRUCTURE: 5/C-503

6. ROOF LEADERS TIE TO STORM INLETS/CLEANOUTS WITH SCH. 80 PVC PIPE. SEE 6/C-502 FOR

PIPE INSTALLATION INFORMATION. SEE PLUMBING SHEETS P-PP-33, P-PP-0A1, P-PP-0B1 FOR

DOWNSPOUT AND ROOF DRAIN LEADER SIZES.

6.1. 3" PVC

6.2. 4" PVC

6.3. 6" PVC

6.4. 8" PVC

6.5. 10" PVC

6.6. 12" PVC

7. SOLIDS INTERCEPTOR: SEE PLUMBING PLANS FOR MORE INFORMATION.

8. ROUTE SANITARY SEWER TO CLEANOUTS/STRUCTURES AS MARKED: SEE 6/C-502. SEE

PLUMBING SHEET FOR PIPE SIZES AND INFORMATION.

9. TIE TO AND ROUTE EXISTING STORMWATER PIPE TO NEW STRUCTURE WITH SCH 80 PVC

PIPE.

10. EX. CHILLED WATER LATERAL CAPPED. ROUTE NEW CHILLED WATER LINES AROUND

EXTERIOR OF BUILDING. SEE M-MP-01 AND M-MP-01A PLUMBING SHEETS FOR MORE

INFORMATION.

12 Cadillac Dr., Suite 150 Brentwood, TN 37027 P 615.297.4554

©Copyright 2020

TLC No.:

www.tlc-engineers.com

120483

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

100% CONSTRUCTION

DOCUMENTS

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

214 Centerview Drive Suite 300 Brentwood, TN 37027

615.370.8500woldhfr.com

WOLD | HFR DESIGN

102 THIRD AVENUE NE

HICKORY, NC 28601

PHONE: 828.315.9962

FAX: 828.315.9966

NC ENGINEERING LICENSE NO: P-0214

NC ARCHITECTURE LICENSE NO: 51254

MURFREESBORO, TN

TVHS - ALVIN C. YORK VAMC -

INTEGRATED HEALTH CENTER

05-20-2022

626-309

Revisions: Date:

ATRIAX, PLLC

5/20/2022

S E A L 024911

HAROLD J . MARV

I N

PR

OFESSIONAL

ENGINEER

NO

RTH CAROL I NA

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=586.50

AutoCAD SHX Text

INV. EL.=580.09 W

AutoCAD SHX Text

SANITARY MANHOLE

AutoCAD SHX Text

T.C. EL.=585.76

AutoCAD SHX Text

INV. EL.=579.31 E

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=585.60

AutoCAD SHX Text

NAVD 88 DATUM

AutoCAD SHX Text

SITE BENCHMARK

AutoCAD SHX Text

MAG-NAIL IN CURB

AutoCAD SHX Text

EL.=586.60

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NAVD 88 DATUM

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SITE BENCHMARK

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INV. EL.=580.76 S

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6" DUCTLE IRON

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PARKING LOT

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EASTVIEW DRIVE

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DRIVEWAY

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PB

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TB

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EAST MAIN ST.

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AREA…