659-20-102_Final_SPS Sewer Deficiency-Plans-SealwSig (1).pdf

VA U.S. Department of Veterans Affairs

LIST OF DRAWINGS

PROJECT CONTACT DIRECTORY

LOCATION MAP

CONTRACT SPECIALIST

CONTRACTING OFFICER REPRESENTATIVE (COR)

CIVIL ENGINEERS

APPROVALS

Approved by Medical Center Director Approved by Director of Facility Management Service

Approved by Project COR Approved by Medical Director

Approved by Infection Control Approved by Safety Officer

Approved by Project CO

Approved by

SPS SEWER DEFICIENCY

AT

W.G. (BILL) HEFNER VAMC

PROJECT NUMBER: 659-20-102

CONTRACT NUMBER: 36C24620C0054

1601 BRENNER AVE, SALISBURY, NC 28144

SOURCE: GOOGLE MAPS

I HEREBY CERTIFY THAT ALL INFORMATION INDICATED ON THIS

DRAWING WAS OBTAINED OR VERIFIED BY ACTUAL MEASUREMENTS

IN THE FIELD, AND THAT EVERY EFFORT HAS BEEN MADE TO

FURNISH COMPLETE AND ACCURATE INFORMATION.

Christopher W. Geary, P.E. NC #051121

SCALE: 1" = 1,000'

SOURCE: USGS SALISBURY, NC QUAD MAP

Marty D. Bost (CO) Contracting Officer

Andre L. Nobs II Project Manager (COR) Contracting Officer’sRepresentative

VA Contract Specialist acela architects + engineers, pc 2633 Moravian Avenue Allentown, PA 18103

Christopher Geary, PE Cell: (610) 504-2102 cgeary@acela-ae.com

PROFESSIONAL ENGINEER'S CERTIFICATION

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OFESSIONALN O

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ENG I NEER

CHR I STOPHER W. GEARY

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Building Number

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Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

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Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC

DRAWING INDEX

SHEET NO. SHEET TITLE

GI001 TITLE SHEET

GI002 NOTES SHEET

CS101 EXISTING FEATURES & DEMOLITION PLAN

CS102 SITE IMPROVEMENT PLAN

CS103 TEST PIT LOCATION PLAN

CS104 SANITARY SEWER FORCE MAIN PLAN & PROFILE

CS105 SANITARY SEWER FORCE MAIN PLAN & PROFILE

CS106 PUMP STATION PLAN & DETAILS

CS107 EROSION AND SEDIMENTATION POLLUTION CONTROL PLAN

CS108 CONSTRUCTION DETAILS

PP101 SANITARY PLUMBING PLAN

EP101 ELECTRICAL POWER PLAN

PROJECT

LOCATION

AutoCAD SHX Text

PER 25% REVIEW COMMENTS

AutoCAD SHX Text

PER 95% REVIEW COMMENTS

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PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Title Sheet

AutoCAD SHX Text

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FINAL PLANS

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GI001

AutoCAD SHX Text SPS Sewer Deficiency

AutoCAD SHX Text

SEAL 051121

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

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B

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D

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21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORD STAMPCONSULTANT

321 4 5 6 7 8 9 10

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC

EXISTING CONDITIONS NOTES

1. THE EXISTING FEATURES PLAN INFORMATION SHOWN IN THIS PLAN SET ARE BASED ON AN ON THE

GROUND FIELD SURVEY BY ASCENSION LAND SURVEYING, PC DURING OCTOBER AND NOVEMBER 2020.

AREAS SHOWN OUTSIDE THE SCOPE OF WORK ARE BASED ON DRAWINGS PROVIDED BY THE

DEPARTMENT OF VETERAN AFFAIRS.

2. ONLY THOSE ITEMS VISIBLE ON THE GROUND AT THE TIME OF SURVEY WERE LOCATED AND SHOWN

ON THIS PLAN. CONTRACTORS AND OTHER USERS OF THIS PLAN ARE RESPONSIBLE FOR

VERIFICATION AND LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION WORK AT LOCATIONS

SHOWN HEREON. THE CONTRACTOR MUST OBTAIN AN UNDERGROUND UTILITY LOCATOR COMPANY

TO VERIFY THE EXISTING UTILITIES. ACELA ARCHITECTS + ENGINEERING, PC. ASSUMES NO LIABILITY

TO DAMAGE TO ANY EXISTING UTILITY DURING CONSTRUCTION. THE CONTRACTOR SHALL BE

RESPONSIBLE TO REPAIR ANY DAMAGE THAT MAY OCCUR DURING CONSTRUCTION.

3. THE SURVEY IS BASED ON NORTH CAROLINA STATE PLANE COORDINATE SYSTEM.

4. A QUALITY LEVEL B ("APPROXIMATE HORIZONTAL POSITION OF SUBSURFACE UTILITIES")

SUBSURFACE INVESTIGATION WAS PERFORMED BY MANN'S LOCATING SERVICES DURING 10/2020. THE

APPROXIMATE HORIZONTAL LOCATIONS OF THE EXISTING UNDERGROUND UTILITIES, AS OBSERVED

DURING THE LEVEL B INVESTIGATION, ARE DEPICTED ON THESE DRAWINGS. THESE LOCATIONS SHALL

BE CONSIDERED TO BE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. ADDITIONALLY, DUE TO SITE LIMITATIONS IT IS POSSIBLE THE SUBSURFACE UTILITY

INVESTIGATION IS INCOMPLETE AND MAY NOT HAVE IDENTIFIED ALL EXISTING UNDERGROUND

UTILITIES. THE CONTRACTOR AND ALL USERS OF THIS PLAN ARE RESPONSIBLE FOR VERIFICATION OF

ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

5. A QUALITY LEVEL A ("TEST HOLES VIA VACUUM EXCAVATION") SUBSURFACE INVESTIGATION WAS

PERFORMED BY MANN'S LOCATING SERVICES DURING 11/2020. THE LEVEL A INVESTIGATION UTILIZED

TEST HOLES TO DETERMINE APPROXIMATE DEPTHS AT THE PROPOSED UTILITY CROSSING

LOCATIONS. TEST LOGS FROM THIS INVESTIGATION ARE INCLUDED IN THESE PLANS. THE DEPTHS

SHALL BE CONSIDERED TO BE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR

TO CONSTRUCTION. ADDITIONALLY, TEST HOLES WERE CONDUCTION ONLY AT KNOWN POTENTIAL

UTILITY CROSSINGS. DUE TO SITE LIMITATIONS IT IS POSSIBLE THE SUBSURFACE UTILITY

INVESTIGATION IS INCOMPLETE AND MAY NOT HAVE IDENTIFIED ALL EXISTING UNDERGROUND

UTILITIES AND THEIR DEPTHS. THE CONTRACTOR AND ALL USERS OF THIS PLAN ARE RESPONSIBLE

FOR VERIFICATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION.

6. THE CONTRACTOR MAY CONDUCT TEST PITS TO VERIFY EXISTING CONDITIONS. TEST PITS

CONDUCTED AT THE CONTRACTORS CONVENIENCE TO VERIFY EXISTING CONDITIONS SHALL BE AT

THE CONTRACTORS EXPENSE AND SHALL BE APPROVED AND COORDINATED WITH THE OWNER.

DEMOLITION NOTES

1. PERFORM DEMOLITION IN SUCH MANNER AS TO ELIMINATE HAZARDS TO PERSONS AND PROPERTY;

TO MINIMIZE INTERFERENCE WITH USE OF ADJACENT AREAS, UTILITIES AND STRUCTURES OR

INTERRUPTION OF USE OF SUCH UTILITIES; AND TO PROVIDE FREE PASSAGE TO AND FROM SUCH

ADJACENT AREAS OF STRUCTURES.

2. PROVIDE SAFEGUARDS, INCLUDING WARNING SIGNS, BARRICADES, TEMPORARY FENCES, WARNING

LIGHTS, AND OTHER SIMILAR ITEMS THAT ARE REQUIRED FOR PROTECTION OF ALL PERSONNEL

DURING DEMOLITION AND REMOVAL OPERATIONS.

3. MAINTAIN FENCES, BARRICADES, LIGHTS AND OTHER SIMILAR ITEMS AROUND EXPOSED EXCAVATIONS

UNTIL SUCH EXCAVATIONS HAVE BEEN COMPLETELY FILLED.

4. PREVENT SPREAD OF FLYING PARTICLES AND DUST. SPRINKLE RUBBISH AND DEBRIS WITH WATER TO

KEEP DUST TO A MINIMUM. DO NOT USE WATER IF IT RESULTS IN HAZARDOUS OR OBJECTIONABLE

CONDITION SUCH AS, BUT NOT LIMITED TO; ICE, FLOODING OR POLLUTION. VACUUM AND DUST THE

WORK AREA DAILY.

5. BEFORE BEGINNING ANY DEMOLITION WORK, THE CONTRACTOR SHALL SURVEY THE SITE AND

EXAMINE THE DRAWINGS AND SPECIFICATIONS TO DETERMINE THE EXTENT OF THE WORK. THE

CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGES TO EXISTING ITEMS TO

REMAIN IN PLACE, TO BE REUSED, OR TO REMAIN THE PROPERTY OF THE MEDICAL CENTER; AND

DAMAGED ITEMS SHALL BE REPAIRED OR REPLACED AS APPROVED BY THE CONTRACTING OFFICERS

REPRESENTATIVE (COR). THE CONTRACTOR SHALL COORDINATE THE WORK WITH ALL OTHER WORK

AND SHALL CONSTRUCT AND MAINTAIN SHORING, BRACING, AND SUPPORTS AS REQUIRED. THE

CONTRACTOR SHALL ENSURE THAT STRUCTURAL ELEMENTS ARE NOT OVERLOADED AND SHALL BE

RESPONSIBLE FOR INCREASING STRUCTURAL SUPPORTS OR ADDING NEW SUPPORTS AS MAY BE

REQUIRED AS A RESULT OF ANY CUTTING, REMOVAL, OR DEMOLITION WORK PERFORMED.

6. DEMOLISH AND REMOVE UTILITY SERVICE LINES SHOWN TO BE REMOVED.

7. REMOVE ABANDONED OUTSIDE UTILITY LINES THAT WOULD INTERFERE WITH INSTALLATION OF NEW

UTILITY LINES AND NEW CONSTRUCTION.

8. ALL WASTE DEBRIS, UNSUITABLE, AND EXCESS MATERIAL SHALL BE REMOVED FROM THE SITE AND

LAWFULLY DISPOSED OF. DEBRIS, INCLUDING BRICK, CONCRETE STONE, METALS AND SIMILAR

MATERIALS SHALL BECOME PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF BY THE

CONTRACTOR DAILY, OFF THE MEDICAL CENTER TO AVOID ACCUMULATION AT THE DEMOLITION SITE.

MATERIALS THAT CANNOT BE REMOVED DAILY SHALL BE STORED IN AREAS SPECIFIED BY THE

CONTRACTING OFFICERS REPRESENTATIVE. CONTRACTOR SHALL NOTIFY ENGINEER IMMEDIATELY IF

MATERIALS UNCOVERED DURING ANY PART OF THE WORK APPEAR TO BE CONTAMINATED. ALL LOCAL, STATE AND FEDERAL LAWS SHALL PREVAIL IN THE EVENT OF CONTAMINATED MATERIALS.

UTILITY NOTES

1. KEEP HYDRANTS CLEAR AND ACCESSIBLE AT ALL TIMES. PROHIBIT DEBRIS FROM ACCUMULATING

WITHIN A RADIUS OF 15 FT (4500 MM) OF FIRE HYDRANTS.

2. THE LOCATIONS, SIZES, AND TYPES OF EXISTING UTILITIES ARE SHOWN AS AN APPROXIMATE

REPRESENTATION ONLY. THE OWNER OR ITS REPRESENTATIVE(S), HAVE NOT INDEPENDENTLY VERIFIED

THE INFORMATION AS SHOWN ON THE PLANS. THE UTILITY INFORMATION SHOWN DOES NOT

GUARANTEE THE ACTUAL EXISTENCE, SERVICEABILITY, OR OTHER DATA CONCERNING THE UTILITIES, NOR DOES IT GUARANTEE AGAINST THE POSSIBILITY THAT ADDITIONAL UTILITIES MAY BE PRESENT THAT

ARE NOT SHOWN ON THE PLANS. PRIOR TO ORDERING MATERIALS AND BEGINNING CONSTRUCTION, THE

CONTRACTOR SHALL VERIFY AND DETERMINE THE EXACT LOCATIONS, SIZES AND ELEVATIONS OF THE

POINTS OF CONNECTION TO THE EXISTING UTILITIES AND SHALL CONFIRM THAT THERE ARE NO

INTERFERENCES WITH EXISTING UTILITIES AND THE PROPOSED UTILITY ROUTES, INCLUDING ROUTES

WITHIN THE PUBLIC RIGHTS OF WAY.

3. CONTRACTOR SHALL HAND DIG WITHIN 5' OF KNOWN UNDERGROUND UTILITIES.

4. WHERE AN EXISTING UTILITY IS FOUND TO CONFLICT WITH THE PROPOSED WORK, OR EXISTING

CONDITIONS DIFFER FROM THOSE SHOWN SUCH THAT THE WORK CANNOT BE COMPLETED AS

INTENDED, THE LOCATION, ELEVATION, AND SIZE OF THE UTILITY SHALL BE ACCURATELY DETERMINED

WITHOUT DELAY BY THE CONTRACTOR AND THE INFORMATION SHALL BE FURNISHED IN WRITING BY THE

CONTRACTOR TO THE ENGINEER FOR THE RESOLUTION OF THE CONFLICT. THE CONTRACTORS FAILURE

TO NOTIFY PRIOR TO PERFORMING ADDITIONAL WORK RELEASES OWNER FROM OBLIGATIONS FOR

ADDITIONAL PAYMENTS WHICH OTHERWISE MAY BE WARRANTED TO RESOLVE THE CONFLICT.

5. RIM ELEVATION OF PUMP STATION IS APPROXIMATE AND SHALL BE SET/RESET FLUSH WITH CONCRETE.

6. IMMEDIATELY PRIOR TO THE END OF CONSTRUCTION OR ACCEPTANCE BY THE OWNER, THE

CONTRACTOR SHALL INSPECT ALL CATCH BASINS AND DRAINAGE MANHOLES WITHIN AND DOWNSTREAM

OF THE LIMITS OF WORK. PIPES AND STRUCTURES SHALL BE CLEANED AND FLUSHED AS NECESSARY.

LAYOUT AND MATERIALS NOTES

1. PRIOR TO START OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY EXISTING GROUND ELEVATIONS

ADJACENT TO PUMP STATION MANHOLE TO ASSURE PROPER TRANSITIONS BETWEEN EXISTING AND

PROPOSED FACILITIES.

2. SYMBOLS AND LEGENDS OF PROJECT FEATURES ARE GRAPHIC REPRESENTATIONS AND ARE NOT

NECESSARILY SCALED TO THEIR ACTUAL DIMENSIONS OR LOCATIONS ON THE DRAWINGS. THE

CONTRACTOR SHALL REFER TO THE DETAIL SHEET DIMENSIONS, MANUFACTURER'S LITERATURE, SHOP

DRAWINGS AND FIELD MEASUREMENTS OF SUPPLIED PRODUCTS FOR LAYOUT OF THE PROJECT

FEATURES.

3. THE CONTRACTOR SHALL NOT RELY SOLELY ON ELECTRONIC VERSIONS OF PLANS, SPECIFICATIONS, AND DATA FILES THAT ARE OBTAINED FROM THE DESIGNERS, BUT SHALL FIELD VERIFY LOCATION OF

PROJECT FEATURES.

4. PROPRIETARY PRODUCTS OR ASSEMBLIES UTILIZED AS "BASIS OF DESIGN":

- ON OCCASION, THE DRAWINGS MAY REFER TO A SINGLE PROPRIETARY PRODUCT OR ASSEMBLY

WHILE THE SPECIFICATIONS LIST TWO OR MORE ACCEPTABLE MANUFACTURES AND/OR

PRODUCTS. WHEN THIS OCCURS, THE PRODUCT OR ASSEMBLY ILLUSTRATED BY THE DRAWINGS IS

THE "BASIS OF DESIGN" PRODUCT OR ASSEMBLY.

- THE DIMENSIONS, MOUNTING HEIGHTS, CLEARANCES, AND ACCESS REQUIREMENTS OF SPECIFIED

PRODUCTS AND ASSEMBLIES OTHER THAN THE "BASIS OF DESIGN" MAY VARY FROM THAT SHOWN

BY THE DRAWINGS.

- THE CONTRACTOR MAY UTILIZE ANY OTHER SPECIFIED PRODUCT OR ASSEMBLY IN LIEU OF THE

"BASIS OF DESIGN" PRODUCT OR ASSEMBLY, AS APPROVED BY THE COR. HOWEVER, THE

CONTRACTOR IS RESPONSIBLE (AT NO ADDITIONAL EXPENSE TO THE OWNER) FOR ALL

COORDINATION AND REVISIONS TO DIMENSIONS AND/OR DETAILS NECESSARY TO ACHIEVE THE

SAME FUNCTIONAL AND AESTHETIC DESIGN INTENT AS ILLUSTRATED BY THE "BASIS OF DESIGN"

SHOWN BY THE CONTRACT DOCUMENTS.

GENERAL NOTES

1. THESE PLANS ARE FOR THE CONSTRUCTION OF A NEW SANITARY SEWER FORCE MAIN TO CORRECT

DEFICIENCIES IN THE EXISTING SEWER LINE FOR BUILDING #2. THE CONTRACTOR SHALL COORDINATE

CONSTRUCTION WITH THE VAMC.

2. THE CONTRACTOR SHALL REFER TO THE SPECIFICATIONS PREPARED FOR W.G. (Bill) HEFNER VAMC, SPS SEWER DEFICIENCY , PREPARED BY ACELA ARCHITECTS + ENGINEERS PC.

3. THE CONTRACTOR SHALL NOTIFY "DIG-SAFE" (1-800-632-4949) AT LEAST 72 HOURS PRIOR TO

EXCAVATION.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY AND JOB SAFETY. CONSTRUCTION

ACTIVITIES SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL PROVIDE FENCING OR BARRIERS WHEN CONSTRUCTION IS BEING

PERFORMED ADJACENT TO BUILDING ENTRANCES/WALKWAYS.

5. UPON AWARD OF CONTRACT, THE CONTRACTOR SHALL MAKE NECESSARY CONSTRUCTION

NOTIFICATIONS, APPLY FOR AND OBTAIN NECESSARY PERMITS, PAY FEES, AND POST BONDS

ASSOCIATED WITH THE WORK INDICATED WITHIN THE CONSTRUCTION PLANS, SPECIFICATIONS AND

CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT COMMENCE CONSTRUCTION NOR CLOSE OR

OBSTRUCT ROADWAYS, SIDEWALKS AND/OR FIRE HYDRANTS WITHOUT APPROPRIATE PERMITS

AND/OR PERMISSIONS.

6. TRAFFIC SIGNAGE (TEMPORARY AND PERMANENT) SHALL CONFORM TO THE MANUAL OF UNIFORM

TRAFFIC CONTROL DEVICES FOR ALL LOCAL RIGHTS OF WAY AND BE IN ACCORDANCE WITH TRAFFIC

MANAGEMENT PLANS.

7. AREAS OUTSIDE THE LIMITS OF PROPOSED WORK THAT BECOME DISTURBED BY THE CONTRACTORS

OPERATIONS SHALL BE RESTORED BY THE CONTRACTOR TO ITS ORIGINAL CONDITION AT THE

CONTRACTOR'S EXPENSE.

8. VEGETATED AREAS DISTURBED DURING CONSTRUCTION SHALL RECEIVE A MINIMUM OF SIX (6)

INCHES OF TOPSOIL. THESE ARES SHALL BE IMMEDIATELY SEEDED AND STABILIZED.

9. DAMAGE TO SURFACE FEATURES, SUBSURFACE FEATURES AND SUBSURFACE INFRASTRUCTURE

RESULTING FROM CONSTRUCTION LOADS SHALL BE REPAIRED BY THE CONTRACTOR AT NO

ADDITIONAL COST TO THE OWNER.

10. THE CONTRACTOR SHALL CONTROL STORMWATER RUNOFF DURING CONSTRUCTION TO PREVENT

ADVERSE IMPACTS TO OFF-SITE AREAS, AND SHALL BE RESPONSIBLE TO REPAIR RESULTING

DAMAGES, IF ANY, AT NO COST TO OWNER.

11. THE CONTRACTOR IS REQUIRED TO BACKFILL TRENCHES OR SECURE WITH METAL PLATES DAILY AND

PAVE ALL TRENCHES BY END OF DAY FRIDAY. NO OPEN TRENCHES SHALL BE LEFT UNATTENDED.

12. THE CONTRACTOR SHALL VERIFY THE PROPOSED LAYOUT WITH ITS RELATIONSHIP TO THE EXISTING

SITE SURVEY. THE CONTRACTOR SHALL ALSO VERIFY ALL DIMENSIONS, SITE CONDITIONS, AND

MATERIAL SPECIFICATIONS AND SHALL NOTIFY THE OWNER AND ENGINEER OF ANY DISCREPANCIES

BEFORE COMMENCING OR PROCEEDING WITH WORK.

13. THE ENGINEER SHALL NOT HAVE CONTROL OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCE ON PROCEDURE, OR FOR SAFETY

PRECAUTIONS AND PROGRAMS IN CONNECTION WITH WORK, ALL OF WHICH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. METHODS AND MATERIALS USED IN THE CONSTRUCTION OF

IMPROVEMENTS FOR THIS PROJECT SHALL CONFORM TO THE CURRENT CONSTRUCTION STANDARDS

AND SPECIFICATIONS OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.

14. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF STORMWATER POLLUTION, SUCH AS

GASOLINE, DIESEL FUEL, HYDRAULIC OIL, ETC., SHALL BE STORED AT THE END OF EACH DAY IN A

STORAGE TRAILER OR COVERED LOCATION, OR TAKEN OFF-SITE AND PROPERLY DISPOSED OF. ALL

TYPES OF WASTE GENERATED AT THIS SITE SHALL BE DISPOSED OF IN A MANNER CONSISTENT WITH

STATE LAW AND/OR REGULATIONS.

15. THE CONTRACTOR SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE

AREA OF PROPOSED EXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN

WORKING DAYS, PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION. ALL WATER, GAS,

SEWER, ELECTRIC AND OTHER UTILITIES SHALL BE MAINTAINED AT ALL TIMES DURING

CONSTRUCTION.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING, WITH MATCHING MATERIALS, ANY

PAVEMENT, WALKS, CURBS, ETC. THAT MUST BE CUT OR THAT ARE DAMAGED DURING

CONSTRUCTION.

17. AN APPROVED SET OF PLANS, SPECIFICATIONS AND ALL APPLICABLE PERMITS MUST BE AVAILABLE AT

THE CONSTRUCTION SITE.

18. THE CONTRACTOR AGREES THAT HE/SHE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR

JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING

SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY

AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL AND ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING LIABILITY ARISING FROM "THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER." THE

CONTRACTOR IS RESPONSIBLE FOR INSTALLING A PROTECTIVE BARRIER AROUND THE SITE PRIOR

TO AND MAINTAINED DURING CONSTRUCTION.

19. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS

ISSUED BY ACELA ARCHITECTS + ENGINEERS PC. ANY DEVIATIONS FROM THESE DOCUMENTS SHALL

REQUIRE NOTIFICATION TO THE ENGINEER OF RECORD PRIOR TO THE COMMENCEMENT OF/OR

CONSTRUCTION OF ANY CHANGE. WITHOUT NOTIFICATION TO THE ENGINEER OF RECORD, THE

CONTRACTOR WILL BE WORKING AT HIS/HER OWN RISK. ANY WORK INSTALLED IN CONFLICT WITH THE

CONTRACT DRAWINGS, CODE REQUIREMENTS OR MANUFACTURER REQUIREMENTS WITHOUT THE

PRIOR APPROVAL OF THE OWNER AND THE ENGINEER OF RECORD SHALL BE CORRECTED AT THE

CONTRACTORS EXPENSE.

20. CONSTRUCTION ACTIVITIES SHALL NOT CONFLICT WITH THE VAMC OPERATIONS AND

EMPLOYEE/PATIENT PARKING. THE CONTRACTOR SHALL COORDINATE ALL WORK WITH THE VAMC

COR. WORK AFFECTING BUILDING ENTRANCES, WALKWAYS, LOADING AREAS, PARKING, ETC. SHALL

BE COORDINATED AND SCHEDULED WITH THE VAMC COR.

21. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF CONSTRUCTION CHANGES ("AS-BUILT

DRAWINGS") AND SHALL PROVIDE SAID DOCUMENTATION TO THE ENGINEER AND COR UPON

COMPLETION OF CONSTRUCTION IN BOTH DIGITAL AND HARD COPY FORMATS. RECORD DOCUMENTS

SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK, PRODUCTS AND/OR SYSTEMS VARY

FROM THE DESIGN INTENT EXPRESSED/SPECIFIED IN THE CONTRACTOR DOCUMENTS. **NO

EXCEPTION ALLOWED**

22. ALL EXISTING AND PROPOSED QUANTITIES LISTED ON THESE PLANS ARE APPROXIMATE. THE

CONTRACTOR IS RESPONSIBLE TO VERIFY ALL EXISTING AND PROPOSED QUANTITIES PRIOR TO

PROJECT BIDDING AND PRIOR TO ORDERING MATERIALS.

EROSION CONTROL NOTES

1. CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE EROSION AND SEDIMENTATION

POLLUTION CONTROL PLAN (ENS) PREPARED FOR THE PROJECT.

2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY THE OWNER AND

SHALL INSTALL EROSION CONTROL MEASURES AS SHOWN ON THE APPROVED PLANS.

3. THE CONTRACTOR SHALL INSPECT AND MAINTAIN EROSION CONTROL MEASURES DAILY, REMOVE

SEDIMENT ON A WEEKLY BASIS AND WITHIN TWELVE HOURS AFTER EACH STORM EVENT, AND

DISPOSE OF SEDIMENT IN AN UPLAND AREA SUCH THAT THEY DO NOT ENCUMBER OTHER DRAINAGE

STRUCTURES AND PROTECTED AREAS.

4. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE TO CONTROL CONSTRUCTION SUCH THAT

SEDIMENTATION SHALL NOT AFFECT REGULATORY PROTECTED AREAS, WHETHER SUCH

SEDIMENTATION IS CAUSED BY WATER, WIND, OR DIRECT DEPOSIT.

5. THE CONTRACTOR SHALL PERFORM CONSTRUCTION SEQUENCING SUCH THAT EARTH MATERIALS

ARE EXPOSED FOR A MINIMUM TIME BEFORE THEY ARE COVERED, SEEDED, OR OTHERWISE

STABILIZED TO PREVENT EROSION.

6. THE CONTRACTOR SHALL INSTALL PROTECTIVE MEASURES TO PREVENT DEBRIS AND/OR SEDIMENT

FROM ENTERING DRAINAGE CATCH BASINS AND PIPES. UPON COMPLETION OF CONSTRUCTION AND

ESTABLISHMENT OR PERMANENT GROUND COVER, THE CONTRACTOR SHALL REMOVE AND DISPOSE

OF EROSION CONTROL MEASURES AND REMOVE ANY DEBRIS AND/OR SEDIMENT FROM ALL DRAINAGE

INFRASTRUCTURE.

7. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO CONTROL DUST AND TAKE ALL NECESSARY

MEASURES TO ENSURE ALL ROADS ARE MAINTAINED IN A DUST FREE CONDITION AT ALL TIMES

THROUGHOUT THE DURATION OF THE PROJECT. REPETITIVE TREATMENTS SHOULD BE APPLIED AS

NECESSARY.

8. PERMANENT VEGETATIVE COVER SHALL BE INSTALLED TO ALL DISTURBED AREAS THAT HAVE

REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER

THE CONSTRUCTION ACTIVITY IN ANY GIVEN AREA HAS PERMANENTLY CEASED. THE RECOMMENDED

PERMANENT SEEDING DATES ARE APRIL 1 TO JUNE 15 AND AUGUST 15 TO OCTOBER 1.

9. TEMPORARY VEGETATIVE COVER SHALL BE APPLIED TO ANY DISTURBED AREAS (INCLUDING SOIL

STOCKPILE AREAS) THAT HAVE NOT YET REACHED FINISHED GRADE AS SOON AS POSSIBLE, BUT NOT

MORE THAN FOURTEEN (14) DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT AREA HAS

TEMPORARILY CEASED, UNLESS THE ACTIVITY IS TO RESUME WITHIN TWENTY-ONE (21) DAYS. THE

RECOMMENDED TEMPORARY SEEDING DATES ARE FEBRUARY 1 TO MARCH 31 AND AUGUST 20 TO

OCTOBER 25.

10. AREAS WHICH HAVE BEEN TEMPORARILY OR PERMANENTLY SEEDED SHOULD BE MULCHED

IMMEDIATELY FOLLOWING SEEDING IN ADDITION TO AREAS WHICH CANNOT BE SEEDED WITHIN THE

RECOMMENDED SEEDING DATES AND ANY SOIL STOCKPILE AREAS. TEMPORARY MULCHING SHOULD

BE PERFORMED AS SOON AS POSSIBLE, BUT NOT MORE THAN FOURTEEN (14) DAYS AFTER THE

CONSTRUCTION ACTIVITY IN THAT AREA HAS TEMPORARILY CEASED UNLESS THE ACTIVITY IS TO

RESUME WITHIN TWENTY-ONE (21) DAYS. STRAW OR HAY MULCH, WOOD FIBER MULCH, AND

HYDROMULCH ARE RECOMMENDED. THE MATERIALS USED IN MULCHING SHALL CONFORM TO THE

REQUIREMENTS LISTED IN THE NORTH CAROLINA HIGHWAY DEPARTMENT STANDARD

SPECIFICATIONS.

11. ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAIN EVENTS, TO CHECK

FOR EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH MUST BE APPLIED. IF NETTING IS

USED, THE NET SHOULD BE INSPECTED AFTER RAIN EVENTS FOR DISLOCATION OR FAILURE. IF

WASHOUTS OR BREAKAGE OCCUR, THE NET MUST BE REINSTALLED AS NECESSARY AFTER

REPAIRING DAMAGE TO SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL VEGETATIVE COVER IS

FIRMLY ESTABLISHED. VEGETATION IS CONSIDERED TO BE FIRMLY ESTABLISHED AT A MINIMUM

HEIGHT OF THREE (3) INCHES. ANY EXISTING OR PROPOSED CATCH BASINS THAT MAY BE SUBJECT TO

SEDIMENTATION PROCESSES SHALL HAVE SILT SACKS INSTALLED TO PREVENT SEDIMENT FROM

ENTERING THE PROPOSED STORM DRAINAGE SYSTEM PRIOR TO PERMANENT STABILIZATION OF THE

DISTURBED SITE. THE PROPER INLET PROTECTION DEVICES SHALL BE INSTALLED WHERE

STORMWATER CATCH BASINS ARE TO BE MADE OPERATIONAL BEFORE PERMANENT STABILIZATION

OF ANY DISTURBED DRAINAGE AREA.

12. THE CONTRACTOR SHALL RESTORE DISTURBED AREAS AS CLOSELY AS POSSIBLE. AREAS DAMAGED

DURING CONSTRUCTION SHALL BE RESODDED, RESEEDED, OR OTHERWISE RESTORED TO THEIR

ORIGINAL STATE. TREES AND OTHER EXISTING VEGETATION SHALL BE RETAINED WHEREVER

FEASIBLE.

13. THE CONTRACTOR SHALL PREVENT DUST, SEDIMENT AND DEBRIS FROM EXISTING THE SITE AND

SHALL BE RESPONSIBLE FOR CLEANUP, REPAIRS AND CORRECTIVE ACTION IF NECESSARY.

14. ALL EXISTING CATCH BASINS SHALL RECEIVE INLET PROTECTION. AN APPROPRIATE INLET

PROTECTION OPTION SHALL BE SELECTED BASED ON LOCATION AND TRIBUTARY AREA.

15. PERIMETER CONTROL SHALL BE INSTALLED DOWNSLOPE OF ALL DISTURBANCE. AN APPROPRIATE

OPTION FOR PERIMETER CONTROL SHALL BE SELECTED BASED ON LOCATION AND UPSLOPE

DISTURBANCE. COMPOST FILTER SOCK AND SILT FENCE ARE VIABLE OPTIONS FOR PERIMETER

CONTROL.

16. AN 8' FOOT HIGH TEMPORARY CONSTRUCTION FENCE SHALL BE INSTALLED AROUND ALL EXCAVATED

AREAS.

17. THE CONTRACTOR SHALL COORDINATE WITH THE COR ON THE LOCATION OF THE STOCK PILE AREA.

TRAFFIC MANAGEMENT NOTES

1. THE CONTRACTOR SHALL PROVIDE ALL SIGNAGE, BARRICADES, CAUTION TAPE, CONES AND BARRELS

REQUIRED TO FACILITATE A SAFE LANE OR SIDEWALK CLOSURE.

2. PEDESTRIAN ACCESS SHALL BE MAINTAINED AND MANAGED DURING SIDEWALK CLOSURES.

3. ACCESS TO ALL ROADWAYS, DRIVEWAYS AND LOADING RAMPS SHALL BE MAINTAINED DAILY AFTER

CONSTRUCTION ACTIVITIES HAVE CONCLUDED.

4. THE CONTRACTOR SHALL COORDINATE ANY ROADWAY, DRIVEWAY, LOADING RAMP AND/OR

SIDEWALK CLOSURES WITH THE VAMC PRIOR TO PERFORMING WORK.

5. THE CONTRACTOR SHALL MAINTAIN A MINIMUM OF ONE MOVING LANE ALONG ROADWAYS AT ALL

TIMES, OR IF GIVEN PERMISSION BY THE VAMC AND CONTRACTING OFFICERS REPRESENTATIVE.

6. ALL CONSTRUCTION SIGNAGE SHALL BE APPROVED BY THE SAFETY OFFICER.

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AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

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AutoCAD SHX Text

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FINAL PLANS

AutoCAD SHX Text

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GI002

AutoCAD SHX Text

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SPS Sewer Deficiency

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

X

X X

X X

X X

X X

X

X X

X

X X

X X

L.P.

L.P.

L.P.

L.P.

L.P.

L.P.

RET. WALL W/ RAILING

RET. WALL

RET.

WALL

RET.

WALL

BOLLARDS

BOLLARD

TRANS. PAD

TRANS. PAD

TRANS. PAD

TRANS.

PAD

PROPANE

TANK

HVAC

PLCC W/ CONC. GUTTER

PLCC W/ CONC. GUTTER

CONC. SIDEWALK

CONC. SIDEWALK

GRAVEL

40" DECD.

40" DECD.

40" DECD.

VAMC

SIGN

VAMC

SIGN

VAMC

SIGN

30" DECD.

8" DECD.

10" DECD.

6" DECD.

F F F

FUEL TANK

LIDSMONITORING

WELL

STEAM

VAULT ACCESS LID

TEMPORARY

GRAVEL STAGING

AREA

CHAINLINK FENCE

CH

AI

NL

IN

K

FE

NC

E

S

D

D

D

DMHCB

ST STMH

E

EMH

EX. BUILDING

BUILDING

#2

BUILDING

#5

DO

CK

E

LE

V.

8.3

F.H.

EX.

TANKS CONC.

CONC.

BIT. PAVE

E

EMH

LAWN T.B.R.R.

(452 S.F. APPROX.)

GRAVEL T.B.R.R.

(101 S.F. APPROX.)

CONC. SIDEWALK

T.B.R.R.

(157 S.F. APPROX.)

GRAVEL T.B.R.R.

(38 S.F. APPROX.)

S

HVAC

HVACCONC.

STEPS

STEPS

DUMPSTER

BOLLARD(S)

GRAVEL

TR

TR TR

TR

TR

CONC.

ACCESS MANHOLE

RIM: 708.11

INV: 10'-15' DEPTH

CB

TG: 702.67

INV: 701.20

CB

TG: 703.57

INV. IN: 701.06

INV. OUT: 701.06

8" RCP

8" RCP

DMH

RIM: 702.81

INV. IN: 698.28 (18" RCP)

INV. IN: 701.11 (4" METAL)

" R

CP

DMH

RIM: 702.80

INV. IN: 699.86 (8" RCP)-E

INV.: 701.05 (4" METAL)-S

INV.: 700.38 (6" RCP)-W

INV. IN: 699.43 (6" RCP)-E

INV. IN: 698.39 (10" RCP)-N

INV. OUT: 698.29 (18" RCP)-S

6" RCP 6" RCP

" R

CP

4"

M

ET

AL

CO

U/G ELEC.

CONDUIT

LAWN T.B.R.R.

(155 S.F. APPROX.)

STEAM

VAULT

(APPROX. LOCATION)

3.9

[1.

2m

E

EMH

LAWN T.B.R.R.

(81 S.F. APPROX.)

MILITARY AVE.

PARKING LOT 5

SSWR-MH

RIM:709.64

INV: 10'-15' DEPTH

BUILDING

# 7

BUILDING

# 30

BUILDING

# 24

BUILDING

# 4

BUILDING # 19

SITE SYMBOL - DEMOLITION

CONCRETE

GRAVEL AREA

LAWN AREA

TO BE REMOVED AND REPLACEDT.B.R.R.

P

R

O

F

E

SS

I O

N

A

L

N

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC

SCALE: 1"=20'

40'20'0' www.nc811.org

R

Dial 811 or 1-800-632-4949

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC LINE

EDGE OF GRAVEL

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

FIBER LINE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CONC CONCRETE

DMH DRAINAGE MANHOLE

ELEC ELECTRIC

ELEV. ELEVATION

EMH ELECTRIC MANHOLE

EX. EXISTING

GPM GALLON PER MINUTE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PE PROFESSIONAL ENGINEER

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED CONCRETE PIPE

RET. RETAINING

SF SQUARE FEET

SSFM SANITARY SEWER FORCE MAIN

SSWR-MH SANITARY MANHOLE

STMH STEAM MANHOLE

TDH TOTAL DYNAMIC HEAD

TR/TRANS. TRANSFORMER

VAMC VA MEDICAL CENTER

LIGHT POST

GRAVEL

STEAM LINE

CHAINLINK FENCE

AutoCAD SHX Text

SEAL 051121

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PER 25% REVIEW COMMENTS

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PER 95% REVIEW COMMENTS

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PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

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AutoCAD SHX Text Existing Features & Demolition Plan

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FINAL PLANS

AutoCAD SHX Text

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CS101

AutoCAD SHX Text SPS Sewer Deficiency

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SCALE

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

L.P.

L.P.

L.P.

L.P.

L.P.

RET. WALL W/ RAILING

RET. WALL

RET.

WALL

RET.

WALL

BOLLARD

TRANS. PAD

TRANS. PAD

TRANS.

PAD

PROPANE

TANK

HVAC

PLCC W/ CONC. GUTTER

PLCC W/ CONC. GUTTER

CONC. SIDEWALK

GRAVEL

40" DECD.

40" DECD.

40" DECD.

VAMC

SIGN

VAMC

SIGN

VAMC

SIGN

30" DECD.

10" DECD.6" DECD.

F F F

FUEL TANK

LIDS

MONITORING

WELL

STEAM

VAULT ACCESS LID

TEMPORARY

GRAVEL STAGING

S

D

D

D

DMHCB

ST

STMH

E

EMH

EX. BUILDING

BUILDING

#2

BUILDING

#5

DO

CK

E

LE

V.

8.3

F.H.

CONC.

CONC.

BIT. PAVE

E

EMH

S

HVAC

HVACCONC.

STEPS

STEPS

DUMPSTER

BOLLARD(S)

GRAVEL

TR

ACCESS MANHOLE

RIM: 708.11

INV: 10'-15' DEPTH

CB

TG: 702.67

INV: 701.20

CB

TG: 703.57

INV. IN: 701.06

INV. OUT: 701.06

8" RCP

8" RCP

DMH

RIM: 702.81

INV. IN: 698.28 (18" RCP)

INV. IN: 701.11 (4" METAL)

" R

CP

DMH

RIM: 702.80

INV. IN: 699.86 (8" RCP)-E

INV.: 701.05 (4" METAL)-S

INV.: 700.38 (6" RCP)-W

INV. IN: 699.43 (6" RCP)-E

INV. IN: 698.39 (10" RCP)-N

INV. OUT: 698.29 (18" RCP)-S6" RCP

6" RCP

" R

CP

4" M

ET

AL

CO

STEAM

VAULT

(APPROX. LOCATION)

3.9

[1.

2m

]E

MILITARY AVE.

PARKING LOT 5

SSWR-MH

RIM:709.64

INV: 10'-15' DEPTH

S S

F M

S S

F M

S S

F M

S S

F M

S S

F M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

SSFM

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

PROPOSED

PUMP STATION LOCATION

D

S

N

I

T

A

Y

F

R

M

I

N

N

I T

A

R

I N

TO BUILDING SANITARY.

SEE PLUMBING DRAWINGS

FOR CONTINUATION

1N70°42'41"W

20.35'

N72° 2 6' 18"W

25.13'

N

S

S

CONNECT TO EXISTING

SANITARY SEWER

MANHOLE

REMOVE AND REPLACE

CONSTRUCTION FENCING

AS NECESSARY

S

LAWN RESTORATION

(507 S.F. APPROX.)

CONC. SIDEWALK

(157 S.F. APPROX.)GRAVEL

RESTORATION

(38 S.F. APPROX.)

APPROX. 46

.8 L

.F.

TO BE DRILL

ED UNDER CONCRETE

PS

LAWN RESTORATION

(155 S.F. APPROX.)

2.0'

PROPOSED PUMP CONTROL PANEL

LOCATION MOUNTED ON WALL

APPROX. 13.6 L.F.

TO BE DRILLED

UNDER PAVEMENT

GRAVEL

RESTORATION

(101 S.F. APPROX.)

AP

PR

OX

. 2

6.5 L

.F

TO

B

E

DR

ILL

ED

U

ND

ER

C

ON

CR

ET

E

REMOVE AND REPLACE

CONSTRUCTION FENCING

AS NECESSARY

ELECTRIC TO BUILDING.

SEE ELECTRICAL PLANS

E

N

SITE SYMBOL - IMPROVEMENTS

CONCRETE

GRAVEL AREA TO BE RESTORED

SITE SYMBOL - CONCRETE

LAWN AREA TO BE RESTORED

AREA OF CONCRETE BORING

REPLACE SIDEWALK TO NEAREST JOINT,

MATCH HORIZONTAL & VERTICAL

SANITARY SEWER FORCE MAIN

SSFM

ELECTRIC TO BUILDING. SEE ELECTRICAL PLANS

E

P

R

O

F

E

SS

I O

N

A

L

N

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC www.nc811.org

R

Dial 811 or 1-800-632-4949

SIGN

EDGE OF GRAVEL

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

LIGHT POST

CHAINLINK FENCE

CONCRETE

SITE SYMBOLS - CONCRETE/MASONRY

GRAVEL

SCALE: 1"=10'

20'10'0'

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

SITE SYMBOLS - ABBREVIATIONS

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CONC CONCRETE

DMH DRAINAGE MANHOLE

ELEC ELECTRIC

ELEV. ELEVATION

EMH ELECTRIC MANHOLE

EX. EXISTING

GPM GALLON PER MINUTE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PE PROFESSIONAL ENGINEER

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED CONCRETE PIPE

RET. RETAINING

SF SQUARE FEET

SSFM SANITARY SEWER FORCE MAIN

SSWR-MH SANITARY MANHOLE

STMH STEAM MANHOLE

TDH TOTAL DYNAMIC HEAD

TR/TRANS. TRANSFORMER

VAMC VA MEDICAL CENTER

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - UTILITIES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC LINE

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

FIBER LINE

STEAM LINE

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PER 25% REVIEW COMMENTS

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PER 95% REVIEW COMMENTS

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PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Site Improvement Plan

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FINAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text

CS102

AutoCAD SHX Text SPS Sewer Deficiency

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

O

F

E

SS

I O

N

A

L

N

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC www.nc811.org

R

Dial 811 or 1-800-632-4949

AutoCAD SHX Text

SEAL 051121

AutoCAD SHX Text

PER 25% REVIEW COMMENTS

AutoCAD SHX Text

PER 95% REVIEW COMMENTS

AutoCAD SHX Text

PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Test Pit Location Plan

AutoCAD SHX Text

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FINAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text

CS103

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

SSFM

SSFM

SSFM

SSFM

SSFM

SSFM

SSFM SSFM

SSFM

SSFM

SSFM

4" HDPE SANITARY FORCE MAIN

CONNECT TO EXISTINGSANITARY SEWERMANHOLE

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

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

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X

X

X

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X

X

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X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

L.P.

L.P.

L.P.

L.P.

L.P.

RET.

WALL

BOLLARDS

TRANS. PAD

TRANS. PAD

PLCC W/ CONC. GUTTER

PLCC W/ CONC. GUTTER

CONC. SIDEWALK

40" DECD.

40" DECD.

8" DECD.

10" DECD.

6" DECD.

STEAMVAULT ACCESS LID

TEMPORARYGRAVEL STAGINGAREA

CHAINLINK FENCE

CH

AI

NL

IN

K

FE

NC

E

S

D

D

D

DMH

CB

E EMH

F.H.

EX.TANKS

CONC.

BIT. PAVE

E

EMH

S

ACCESS MANHOLE

RIM: 708.11INV: 10'-15' DEPTH

DMHRIM: 702.81

INV. IN: 698.28 (18" RCP)

INV. IN: 701.11 (4" METAL)

" R

CP

DMHRIM: 702.80

INV. IN: 699.86 (8" RCP)-E

INV.: 701.05 (4" METAL)-S

INV.: 700.38 (6" RCP)-W

INV. IN: 699.43 (6" RCP)-E

INV. IN: 698.39 (10" RCP)-N

INV. OUT: 698.29 (18" RCP)-S6" RCP

6" RCP

" R

CP

4" M

ET

AL

CO

703704

70870971

STEAMVAULT

(APPROX. LOCATION)

MILITARY AVE.

PARKING LOT 5

SSWR-MHRIM:709.64INV: 10'-15' DEPTH

2+00

3+00

MAINTAIN MINIMUM 18" VERTICAL

SEPARATION BELOW EXISTING

WATERLINE

0+00

8.0

1+00

7.

6.2

2+00

5.

4.4

3+00

3.

ELEC. CROSSING

STA:2+00.25

EXCAVATED DEPTH:701.91

CONCRETE CONDUIT SIZE UNKNOWN

5" PVC WATER CROSSING

STA:2+14.52

EXCAVATED DEPTH:701.90

9" STEEL STEAM CROSSING

STA:2+24.95

APPROX. EXCAVATED DEPTH:702.45

ELEC. CROSSING

STA:2+84.27

EXCAVATED DEPTH:700.30

CONCRETE CONDUIT SIZE UNKNOWN

1.5

4' MI

N.

1.5

1.5

4' MI

N.

EXISTING

GRADE

4" HDPE SANITARY FORCE MAIN

10' [3m]

26.5'

LENGTH OF PIPE TO BE DRILLED

UNDER CONCRETE

6" STEEL STEAM CROSSING

STA:1+05.97

EXCAVATED DEPTH:704.62

1.5

4" PVC ELEC. CROSSING

STA:0+91.85

EXCAVATED DEPTH:704.61

SSWR-MH

STA:0+02.33

RIM:709.64

INV. 10'-15' DEPTH

4.9

5.2

1.5

4' MI

N.

STA:0+71.44

ELEV:702.88

STA:0+44.97

ELEV:703.43

STA:0+04.33

ELEV:704.30

5' MI

N.

ADJUST INVERT ELEVATION AS

NECESSARY TO MAINTAIN MINIMUM 18"

VERTICAL SEPARATION BELOW

EXISTING WATERLINE

SITE SYMBOL - IMPROVEMENTS

CONCRETE

GRAVEL AREA TO BE RESTORED

AREA OF CONCRETE BORING

SANITARY SEWER FORCE MAIN

SSFM

P

R

O

F

E

SS

I O

N

A

L

N

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC www.nc811.org

R

Dial 811 or 1-800-632-4949

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC LINE

EDGE OF GRAVEL

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

FIBER LINE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CONC CONCRETE

DMH DRAINAGE MANHOLE

ELEC ELECTRIC

ELEV. ELEVATION

EMH ELECTRIC MANHOLE

EX. EXISTING

GPM GALLON PER MINUTE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PE PROFESSIONAL ENGINEER

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED CONCRETE PIPE

RET. RETAINING

SF SQUARE FEET

SSFM SANITARY SEWER FORCE MAIN

SSWR-MH SANITARY MANHOLE

STMH STEAM MANHOLE

TDH TOTAL DYNAMIC HEAD

TR/TRANS. TRANSFORMER

VAMC VA MEDICAL CENTER

LIGHT POST

GRAVEL

STEAM LINE

CHAINLINK FENCE

SANITARY SEWER FORCE MAIN PROFILE

HORIZONTAL SCALE: 1"=10'

VERTICAL SCALE: 1"=2'

PLAN VIEW

SCALE: 1"=10'

UTILITIES SHOWN ARE

APPROXIMATE CONTRACTOR SHALL

CONFIRM LOCATION AND DEPTH IN FIELD

SCALE: 1"=10'

20'10'0'

S E

E

S

H E

S E

E

S

H E

AutoCAD SHX Text

SEAL 051121

AutoCAD SHX Text

PER 25% REVIEW COMMENTS

AutoCAD SHX Text

PER 95% REVIEW COMMENTS

AutoCAD SHX Text

PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Sanitary Sewer Force Main Plan & Profile

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FINAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text

CS104

AutoCAD SHX Text SPS Sewer Deficiency

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

SSFM SSFM

SSFM

SSFM

SSFM

SSFM

SSFM

SSFM

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

PROPOSED

PUMP STATION LOCATION

N

I

T

A

R

I

N

TO BUILDING SANITARY.

SEE PLUMBING DRAWINGS

FOR CONTINUATION

PS

PROPOSED PUMP CONTROL PANEL

LOCATION MOUNTED ON WALL

ELECTRIC TO BUILDING.

SEE ELECTRICAL PLANS

E

L.P.

RET. WALL W/ RAILING

RET. WALL

RET.

WALLRET.

WALL

BOLLARD

TRANS. PAD

GRAVEL

F F F

FUEL TANKLIDS

MONITORINGWELL

D

D

ST

STMH

EX. BUILDING

BUILDING#2

BUILDING#5

DO

CK

E

LE

V.

8.3

CONC.

HVAC

HVAC

CONC.

STEPS

STEPS

DUMPSTER

BOLLARD(S)

GRAVEL

TR

TR

CONC.

CBTG: 702.67INV: 701.20

CB

TG: 703.57INV. IN: 701.06INV. OUT: 701.06

8" RCP

8" RCP

DMHRIM: 702.81

INV. IN: 698.28 (18" RCP)

INV. IN: 701.11 (4" METAL)

" R

CP

DMHRIM: 702.80

INV. IN: 699.86 (8" RCP)-E

INV.: 701.05 (4" METAL)-S

INV.: 700.38 (6" RCP)-W

INV. IN: 699.43 (6" RCP)-E

INV. IN: 698.39 (10" RCP)-N

INV. OUT: 698.29 (18" RCP)-S6" RCP

6" RCP

" R

CP

4" M

ET

AL

CO

U/G ELEC. CONDUIT

704 705

6 3.9

[1.

2m

E EMH

3+00

4.4

3+00

3.

4.4

4+00

4.

6.2

9" STEEL STEAM CROSSING

APPROX. EXCAVATED DEPTH:702.45

ELEC. CROSSING

STA:2+84.27

EXCAVATED DEPTH:700.30

CONCRETE CONDUIT SIZE UNKNOWN

STA:3+88.66

ELEV:699.29

STA:4+35.47

ELEV:700.04

ELEC. CROSSING

STA:4+37.22

EXCAVATED DEPTH:703.44

CONCRETE DUCT BANK SIZE UNKNOWN

FIBER CROSSING

STA:4+57.53

EXCAVATED DEPTH:705.32

CONCRETE DUCT BANK

SIZE UNKNOWN

STA:4+84.98

ELEV:702.59

PUMP STATION

STA:4+87.95

ELEV:707.00

ELEC. CROSSING

STA:4+42.56

EXCAVATED DEPTH:702.46

CONCRETE DUCT BANK

SIZE UNKNOWN

ELEC. CROSSING

STA:4+81.30

EXCAVATED DEPTH:704.95

CONCRETE DUCT BANK

SIZE UNKNOWN

1.5

4'

5.3

46.8'

LENGTH OF PIPE TO BE DRILLED UNDER CONCRETE PAD 2.5

EXISTING

GRADE

4" HDPE SANITARY FORCE MAIN

1.5

4' MI

N.4.9

' 4.8

13.6'

LENGTH OF PIPE

TO BE DRILLED

UNDER PAVEMENT 1.5

STA:3+38.22

ELEV:698.24

STA:3+24.66

ELEV:698.01

SITE SYMBOL - IMPROVEMENTS

CONCRETE

GRAVEL AREA TO BE RESTORED

LAWN AREA TO BE RESTORED

AREA OF CONCRETE BORING

SANITARY SEWER FORCE MAIN

SSFM

P

R

O

F

E

SS

I O

N

A

L

N

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC www.nc811.org

R

Dial 811 or 1-800-632-4949

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

CONCRETE

PLAN

DIMENSION

A

SITE SYMBOLS - CONCRETE/MASONRY

SITE SYMBOLS - UTILITIES

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SIGN

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC LINE

EDGE OF GRAVEL

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

SITE SYMBOLS - ABBREVIATIONS

FIBER LINE

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CONC CONCRETE

DMH DRAINAGE MANHOLE

ELEC ELECTRIC

ELEV. ELEVATION

EMH ELECTRIC MANHOLE

EX. EXISTING

GPM GALLON PER MINUTE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PE PROFESSIONAL ENGINEER

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED CONCRETE PIPE

RET. RETAINING

SF SQUARE FEET

SSFM SANITARY SEWER FORCE MAIN

SSWR-MH SANITARY MANHOLE

STMH STEAM MANHOLE

TDH TOTAL DYNAMIC HEAD

TR/TRANS. TRANSFORMER

VAMC VA MEDICAL CENTER

LIGHT POST

GRAVEL

STEAM LINE

CHAINLINK FENCE

SANITARY SEWER FORCE MAIN PROFILE

HORIZONTAL SCALE: 1"=10'

VERTICAL SCALE: 1"=2'

PLAN VIEW

SCALE: 1"=10'

UTILITIES SHOWN ARE

APPROXIMATE CONTRACTOR SHALL

CONFIRM LOCATION AND DEPTH IN FIELD

SCALE: 1"=10'

20'10'0'

S E

E

S

H E

S E

E

S

H E

AutoCAD SHX Text

SEAL 051121

AutoCAD SHX Text

PER 25% REVIEW COMMENTS

AutoCAD SHX Text

PER 95% REVIEW COMMENTS

AutoCAD SHX Text

PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Sanitary Sewer Force Main Plan & Profile

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FINAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text

CS105

AutoCAD SHX Text SPS Sewer Deficiency

AutoCAD SHX Text 200'

AutoCAD SHX Text 100'

AutoCAD SHX Text 50'

AutoCAD SHX Text

TRANS. PAD

GRAVEL

BUILDING

#2

BUILDING

#5

DO

CK

E

LE

V.

8.3

STEPS

TR

TR TR

TR

TR

CONC.

U/G ELEC. CONDUIT

E

EMH

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

SSFM

PROPOSED

PUMP STATION LOCATION

N

I

T

A

R

I

N

TO BUILDING SANITARY.

SEE PLUMBING DRAWINGS

FOR CONTINUATION

PS

PROPOSED PUMP CONTROL PANEL LOCATION MOUNTED ON WALL

ELECTRIC TO BUILDING.

SEE ELECTRICAL PLANS

E

E

E

P

R

O

F

E

SS

I O

N

A

L

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC

PLAN VIEW

SCALE: 1"=5'

PUMP DESIGN CRITERIA:

G.P.M. = 288

T.D.H. = 35 FT

DUPLEX SUBMERSIBLE SEWAGE PUMPS, PENTAIR

MYERS MODEL NUMBER 4VCX50M6-03, 5HP, 3 PHASE,

208V (OR APPROVED EQUAL)

PUMP STATION NOTES

4" DISCHARGE PIPING

6' DIA. PRECAST REINFORCED CONCRETE

MANHOLE RISERS, FLAT SLAB COVER AND BASE

ASTM C-478 WITH ROUND RUBBER GASKET

JOINTS ASTM C-443 (APPLY FLEXIBLE JOINT

SEALER TO JOINTS). INTERIOR AND EXTERIOR TO

BE COATED WITH 2 COATS KOPPERS BITUMASTIC

SUPER SERVICE BLACK OR APPROVED EQUAL.

1 PERMANENT PUMP STATION DETAIL & NOTES

SCALE: 1"=5'

10'5'0'

TABLE OF INVERTS ELEVATION

4" DISCHARGE PIPES - INVERT ELEVATION 702.59

HIGH WATER ALARM LEVEL - ELEVATION 704.00

TURN ON TWO PUMPS - ELEVATION 703.50

TURN ON ONE PUMP - ELEVATION 703.00

TURN OFF LEVEL - ELEVATION 699.70

BOTTOM OF WET WELL - ELEVATION 699.20

6" INFLUENT - INVERT ELEVATION 704.00

TOP OF HATCH/TOP OF SLAB - ELEVATION 707.00

F

E

D

G

C

B

H

A

SIDEWALK

SIDE VIEW

F

D

G

C

B

H

A

VALVE

CHECK VALVE

STONE BEDDING STONE BEDDING

RAIL

SYSTEM

BASIS OF DESIGN

NTS

* 700 GALLON MINIMUM DOSE*

BASIS OF DESIGN

AutoCAD SHX Text

SEAL 051121

AutoCAD SHX Text

PER 25% REVIEW COMMENTS

AutoCAD SHX Text

PER 95% REVIEW COMMENTS

AutoCAD SHX Text

PER 100% REVIEW COMMENTS

AutoCAD SHX Text

AutoCAD SHX Text 11/23/2020

AutoCAD SHX Text 12/17/2020

AutoCAD SHX Text 1/7/2021

AutoCAD SHX Text

AutoCAD SHX Text Pump Station Plan & Details

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

FINAL PLANS

AutoCAD SHX Text

AutoCAD SHX Text

CS106

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

L.P.

L.P.

L.P.

L.P.

L.P.

RET. WALL W/ RAILING

RET. WALL

RET.

WALL

RET.

WALL

BOLLARD

TRANS. PAD

TRANS. PAD

TRANS.

PAD

PROPANE

TANK

HVAC

PLCC W/ CONC. GUTTER

PLCC W/ CONC. GUTTER

CONC. SIDEWALK

GRAVEL

40" DECD.

40" DECD.

40" DECD.

VAMC

SIGN

VAMC

SIGN

VAMC

SIGN

30" DECD.

10" DECD.6" DECD.

F F F

FUEL TANK

LIDS

MONITORING

WELL

STEAM

VAULT ACCESS LID

TEMPORARY

GRAVEL STAGING

AREA

S

D

D

D

DMHCB

ST

STMH

E

EMH

EX. BUILDING

BUILDING

#2

BUILDING

#5

DO

CK

E

LE

V.

8.3

F.H.

CONC.

CONC.

BIT. PAVE

E

EMH

S

HVAC

HVACCONC.

STEPS

DUMPSTER

BOLLARD(S)

GRAVEL

TR

ACCESS MANHOLE

RIM: 708.11

INV: 10'-15' DEPTH

CB

TG: 702.67

INV: 701.20

CB

TG: 703.57

INV. IN: 701.06

INV. OUT: 701.06

8" RCP

8" RCP

DMH

RIM: 702.81

INV. IN: 698.28 (18" RCP)

INV. IN: 701.11 (4" METAL)

" R

CP

DMH

RIM: 702.80

INV. IN: 699.86 (8" RCP)-E

INV.: 701.05 (4" METAL)-S

INV.: 700.38 (6" RCP)-W

INV. IN: 699.43 (6" RCP)-E

INV. IN: 698.39 (10" RCP)-N

INV. OUT: 698.29 (18" RCP)-S6" RCP

6" RCP

" R

CP

4" M

ET

AL

CO

STEAM

VAULT

(APPROX. LOCATION)

3.9

[1.

2m

]E EMH

MILITARY AVE.

PARKING LOT 5

SSWR-MH

RIM:709.64

INV: 10'-15' DEPTH

S S

F M

S S

F M

S S

F M

S S

F M

S S

F M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

SSFM

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

S

S

F

M

SSFM

N

I

T

A

R

I

N

N

I T

A

R

I N

PS

SA

IP

TP

TP

TP

IP

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

TEMPORARY CONSTRUCTION

FENCE

X

XXX

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

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

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

X

X

X

X

X

X

X

X

X

X

X

X

X

TEMPORARY CONSTRUCTION

FENCE & EROSION CONTROL MEASURES

(TO BE MOVED IN STAGES AS

PIPE IS INSTALLED AND COVERED)

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SF

SF

SF

SF

SF

SF

SF

SF

TEMPORARY CONSTRUCTION

FENCE & EROSION CONTROL MEASURES

(TO BE MOVED IN STAGES AS

PIPE IS INSTALLED AND COVERED)

TEMPORARY CONSTRUCTION

FENCE & EROSION CONTROL MEASURES

(TO BE MOVED IN STAGES AS

PIPE IS INSTALLED AND COVERED)

SF

SF

SF

TEMPORARY CONSTRUCTION

FENCE

SITE SYMBOL - IMPROVEMENTS

CONCRETE

GRAVEL AREA TO BE RESTORED

SITE SYMBOL - CONCRETE

LAWN AREA TO BE RESTORED

AREA OF CONCRETE BORING

REPLACE SIDEWALK TO NEAREST JOINT,

MATCH HORIZONTAL & VERTICAL

SANITARY SEWER FORCE MAIN

SSFM

ELECTRIC TO BUILDING. SEE ELECTRICAL PLANS

E

SASTAGING AREA

IPINLET PROTECTION

TREE PROTECTIONTP

SITE SYMBOL - IMPROVEMENTS

TEMPORARY CONSTRUCTION FENCEX

SILT FENCESF

P

R

O

F

E

SS

I O

N

A

L

E

N

G

I N E

E

R

C

H

R

I

S

T

O

P

H

ER

A

R

Y

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

F i l e

P a t h

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

W.G. (Bill) Hefner VA Medical Center

659-20-102

Building 2 Project Director

10/22/2020 Geary/Schadler MGeary/RieglerRevisions: Date:

Salisbury, NC www.nc811.org

R

Dial 811 or 1-800-632-4949

SCALE: 1"=10'

20'10'0'

NOTES:

1. FENCING SHALL BE PLACED FROM THE TREE TRUNK AT A MINIMUM DISTANCE OF 1.25

FEET PER INCH OF EXISTING TRUNK DIAMETER FROM THE TRUNK. BOARDS SHALL NOT BE

NAILED TO TREES DURING CONSTRUCTION.

2. FEEDER ROOTS SHALL NOT BE CUT IN AREA INSIDE THE DRIP LINE.

3. THE CONTRACTOR SHALL NOT ENCROACH ONTO AREAS DELINEATED AS TREE

PROTECTION. THE STORAGE OF EQUIPMENT OR MATERIALS IN THIS AREA IS STRICTLY

FORBIDDEN. THE SILT FENCE ERECTED AT THE TREE PROTECTION LINE SHALL BE

MAINTAINED AT ALL TIMES DURING THE CONSTRUCTION PROCESS AND SHALL NOT BE

CROSSED.

4. REFER TO PLAN SHEETS FOR LOCATION OF WOODS AND TREES TO REMAIN. ALL TREES

TO REMAIN WHICH ARE ADJACENT TO CONSTRUCTION AREAS SHALL BE PROTECTED IN

ACCORDANCE WITH THIS DETAIL.

5. NO CLEARING, EARTHMOVING, OR CONSTRUCTION SHALL COMMENCE PRIOR TO

INSTALLATION OF TREE PROTECTION FENCES AROUND ALL EXISTING TREES.

6. A 48 INCH HIGH ORANGE CONSTRUCTION FENCE SHALL BE INSTALLED AROUND EACH

EXISTING TREE PRIOR TO START OF CONSTRUCTION (TYPICAL FOR ALL TREES).

NTS

STANDARD SILT BAG- INLET SEDIMENT CONTROL DEVICETREE PROTECTION FENCE DETAIL

NTS

INSTALLATION DETAIL

BAG DETAIL

DUMP STRAPS

2 EACH

EXPANSION RESTRAINT

(1/4" NYLON ROPE,

2" FLAT WASHERS)

DUMP STRAP

1" REBAR FOR BAG

REMOVAL FORM INLET

SEDIMENT SACK

DUMP STRAP

NOTES:

1. SOME MUNICPALITIES DO NOT ALLOW

GUTTER PROTECTION ON PUBLIC

ROADS. SILT BAGS SHOULD BE USED

WITH THESE CASES.

2. BAGS SHOULD BE CLEANED OUT

AFTER EVERY RAIN EVENT AND/OR

AS NEEDED.

REFER TO APPENDIX 8.02 FOR BOTANICAL NAMES.

SOURCE: NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL

SIGN

EDGE OF GRAVEL

CURB LINE

MINOR CONTOUR

MAJOR CONTOUR

SITE SYMBOLS - EXISTING

DECIDUOUS TREES (DECD.)

LIGHT POST

CHAINLINK FENCE

CONCRETE

SITE SYMBOLS - CONCRETE/MASONRY

GRAVEL

NOTE:

VERTICAL TEXT INDICATES PROPOSED FEATURES

SLANTED TEXT INDICATES EXISTING FEATURES

SITE SYMBOLS - ABBREVIATIONS

APPROX APPROXIMATELY

BIT BITUMINOUS

CB CATCH BASIN

CONC CONCRETE

DMH DRAINAGE MANHOLE

ELEC ELECTRIC

ELEV. ELEVATION

EMH ELECTRIC MANHOLE

EX. EXISTING

GPM GALLON PER MINUTE

HVAC HEATING, VENTILATION, AND AIR CONDITIONING

INV STORMWATER PIPE END

LF LINEAR FEET

LP LIGHT POLE, LAMP POST

MH MANHOLE

PE PROFESSIONAL ENGINEER

PLCC PLAIN CEMENT CONCRETE

RCP REINFORCED CONCRETE PIPE

RET. RETAINING

SF SQUARE FEET

SSFM SANITARY SEWER FORCE MAIN

SSWR-MH SANITARY MANHOLE

STMH STEAM MANHOLE

TDH TOTAL DYNAMIC HEAD

TR/TRANS. TRANSFORMER

VAMC VA MEDICAL CENTER

SITE SYMBOLS - GENERAL

BENCHMARK:

SANITARY MANHOLE LOCATED IN MAIN ENTRANCE DRIVEWAY,

NORTHWEST OF FLAGPOLE ELEV: 500.11

DRAWING BLOCK TITLE WITH GRAPHIC SCALE

(SHOWN HALF ACTUAL SIZE)

PLAN

DIMENSION

A

SITE SYMBOLS - UTILITIES

HYDRANT, FIRE

WATER VALVE

STORM SEWER LINE

UTILITY, SANITARY MANHOLES

UTILITY, ELECTRICAL MANHOLEE

SANITARY SEWER LINE

WATER LINE

UNDERGROUND ELECTRIC LINE

DRAINAGE MANHOLE

DRAINAGE CATCH BASIN

D

CS142

DETAIL NUMBER

DETAIL SHEET

STEAM MANHOLEST

FIBER LINE

STEAM LINE

SOURCE: WAKE COUNTY SEDIMENT CONTROL DETAILS - EFFECTIVE 1/31/08

FRONT VIEW

SIDE VIEW

ANCHOR SKIRT AS DIRECTED

BY ENGINEER *

8" MINIMUM COVER

OVER SKIRT…