Construction Drawings_Final Submission.pdf

N or th

N or th

BUILDING 7

7' -6

5'

1"

5'

3/

8'

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1/

1"

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1"

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9" 6"

3"

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1' -6

1'

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2' 1'

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1"

3' 2'

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3/ 4"

4'

2' 1'

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6' 4'

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3/ 8"

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4'

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8' 4'

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1/ 4"

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1/ 8"

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307

WWW.VALHALLAENGINEERING.COM

NOT FOR

CONSTRUCTION

Date:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C :\R ev it

\2 2.

_A

R C

H _R

_g de nt

9T P

JY

.r vt 8/

/2

3:

:0

P M

GI001

COVER SHEET REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GDD MVP

35% SUBMISSION

VEG 22.04

DURHAM VA HEALTH CARE SYSTEM

508 FULTON ST, DURHAM, NC 27705

VAMC PROJECT #: 558-22-152

REPLACE BOILERS

09/01/2022

SHEET NUMBER SHEET NAME

GENERAL

GI001 COVER SHEET

GI002 GENERAL ABBREVIATIONS, NOTES, & SYMBOLS

GENERAL

CD101 DEMOLITION PLAN

ARCHITECTURAL

AD111 DEMOLITION PLAN - LEVEL 1

AD113 DEMOLITION PLAN - LEVEL 3

AE111 FLOOR PLAN - LEVEL 1

AE113 FLOOR PLAN - LEVEL 3

MECHANICAL

M-001 MECHANICAL ABBREVIATIONS & NOTES

M-002 MECHANICAL SYMBOLS

M-003 BOILER PLANT PIPING LEVELS

MQ601 EQUIPMENT & DEVICE SCHEDULES

MQ602 TEMPORARY EQUIPMENT

MD101A SITE DEMOLITION PLAN - PHASE A

MD111A DEMOLITION PLAN - LEVEL 1 - PHASE A

MD111B DEMOLITION PLAN - LEVEL 1 - PHASE B

MD112A DEMOLITION PLAN - LEVEL 2 - PHASE A

MD112B DEMOLITION PLAN - LEVEL 2 - PHASE B

MD113A DEMOLITION PLAN - LEVEL 3 - PHASE A

MD113B DEMOLITION PLAN - LEVEL 3 - PHASE B

MD114A DEMOLITION PLAN - ROOF - PHASE A

MD114B DEMOLITION PLAN - ROOF - PHASE B

MP101A BOILER PLANT PIPING PLAN - SITE - PHASE A

MP111A BOILER PLANT PIPING PLAN - LEVEL 1 - PHASE A

MP111B BOILER PLANT PIPING PLAN - LEVEL 1 - PHASE B

MP112A BOILER PLANT PIPING PLAN - LEVEL 2 - PHASE A

MP112B BOILER PLANT PIPING PLAN - LEVEL 2 - PHASE B

MP113A BOILER PLANT PIPING PLAN - LEVEL 3 - PHASE A

MP113B BOILER PLANT PIPING PLAN - LEVEL 3 - PHASE B

MP114A BOILER PLANT PIPING PLAN - ROOF - PHASE A

MP114B BOILER PLANT PIPING PLAN - ROOF - PHASE B

MP301 BOILER PLANT SECTIONS

MK501 TYPICAL DETAILS

ELECTRICAL

E-001 ELECTRICAL ABBREVIATIONS AND GENERAL NOTES

E-002 ELECTRICAL SYMBOLS

ED111 DEMOLITION PLAN - LEVEL 1

EP111 POWER PLAN - LEVEL 1

EP601 POWER ONE-LINE DIAGRAM

EP602 PANEL SCHEDULES

EK501 TYPICAL DETAILS

SHEET INDEXRENDERED IMAGEVICINITY MAP

AREA OF WORK

09/19/202311/20/2023

11/20/2023

03/05/2026

GENERAL CIVIL NOTES

1. THESE DRAWINGS ESTABLISH THE DESIGN INTENT AND DIMENSIONAL RELATIONSHIPS. DO NOT SCALE THE

DRAWINGS, FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS PRIOR TO CONSTRUCTION. ANY

OMISSION, DISCREPANCY, OR CONFLICT MUST BE REPORTED TO THE VA COR IMMEDIATELY.

2. ALL WORK PERFORMED MUST BE IN CONFORMANCE WITH ALL APPLICABLE CODES, REGULATIONS, AND ORDINANCES OF THE AUTHORITIES HAVING JURISDICTION. ALL WORK MUST BE IN ACCORDANCE WITH

OSHA. THE CONTRACTOR MUST PROCURE ANY AND ALL NECESSARY PERMITS AND INSPECTIONS.

CONTRACTORS WORKING ON U.S. GOVERNMENT PROPERTY ARE REQUIRED TO COMPLY WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS, TO INCLUDE APPLICABLE

ENVIRONMENTAL AND SAFETY LAWS AND REGULATIONS, REGARDLESS OF CONTRACT LANGUAGE.

COMPLIANCE WITH THE REQUIREMENTS BY SUBCONTRACTORS SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

3. THE CONTRACTOR SHALL PROVIDE ADEQUATELY TRAINED PERSONNEL, IN ACCORDANCE WITH ALL APPLICABLE FEDERAL AND STATE SAFETY AND ENVIRONMENTAL REGULATIONS, FOR JOBS INVOLVING

SPECIFIC ENVIRONMENTAL RISKS.

4. THE CONTRACTOR SHALL ESTABLISH AND MAINTAIN A PROGRAM TO PROTECT THE SAFETY AND HEALTH OF ALL PERSONS ON THE WORKSITE TO INCLUDE EMPLOYEES, EMPLOYEES OR OTHER CONTRACTORS OR SUBCONTRACTORS, VISITORS AND THE PUBLIC WHEN WORKING ON THE HEADQUARTERS COMPOUND.

5. THE CONTRACTOR IS REQUIRED TO FURNISH ALL LABOR, EQUIPMENT, AND MATERIALS TO COMPLETE THE PROJECT AS DESCRIBED OR IMPLIED BY THE CONTRACT DOCUMENTS (INCLUDING THE SPECIFICATIONS).

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS, THE PROJECT MANUAL AND SPECIFICATIONS TO ALL TRADES UNDER THEIR JURISDICTION. COORDINATE ALL SCHEDULING WITH VA

COR.

7. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK THAT CHANGES THE DESIGN INTENT CONTAINED WITHIN THE CONTRACT DOCUMENTS (INCLUDING THE SPECIFICATIONS) UNLESS THEY RECEIVE WRITTEN AUTHORIZATION FROM THE VA COR. FAILURE TO OBTAIN SUCH AUTHORIZATION SHALL INVALIDATE ANY CLAIM FOR ADDITIONAL COMPENSATION AND MAY MAKE THE CONTRACTOR LIABLE FOR RECONSTRUCTION

AT THE CONTRACTOR'S EXPENSE.

8. INFORM VA COR IMMEDIATELY UPON THE DISCOVERY OF UNDOCUMENTED EXISTING CONDITIONS, SUCH AS THE PRESENCE OF ASBESTOS OR ASBESTOS CONTAINING MATERIALS, RADIOACTIVE MATERIALS, RADON GAS, TOXIC WASTE OR OTHER SIMILAR HAZARDOUS MATERIALS.

9. NO WORK DEFECTIVE IN WORKMANSHIP, QUALITY OR DEFICIENT IN REQUIREMENTS OF CONTRACT DOCUMENTS WILL BE ACCEPTABLE DESPITE THE VA COR'S FAILURE TO DISCOVER OR POINT OUT DEFECTS OR DEFICIENCIES DURING CONSTRUCTION OR PUNCH. DEFECTIVE WORK REVEALED WITHIN THE TIME COVERED BY THE GUARANTEES AND WARRANTIES SHALL BE REPLACED BY THE CONTRACTOR WITH WORK IN CONFORMANCE WITH THE CONTRACT DOCUMENTS. NO PAYMENT, EITHER PARTIAL OR FINAL SHALL BE

CONSTRUED AS ACCEPTANCE OF DEFECTIVE WORK OR IMPROPER MATERIALS.

OBTAIN ALL PERMITS AND APPROVALS FOR ALL DEMOLITION AND NEW DEFECTIVE WORK OR IMPROPER

MATERIALS.

10. OBTAIN ALL PERMITS AND APPROVALS FOR ALL DEMOLITION AND NEW WORK IN ACCORDANCE WITH THE GOVERNMENT REGULATIONS AND REQUIREMENTS. REFER TO UNDERGROUND STORAGE TANK NOTES.

11. PRIOR TO COMMENCEMENT OF WORK, THE CONTRACTOR SHALL VERIFY THAT THEY ARE IN POSSESSION

OF THE LATEST ISSUANCE OF THE CONTRACT DOCUMENTS.

12. REQUESTS FOR SUBSTITUTIONS, REVISIONS, OR CHANGES SHALL BE SUBMITTED TO THE VA COR FOR

REVIEW AND APPROVAL PRIOR TO PURCHASE, FABRICATION, INSTALLATION AND ONSET OF

CONSTRUCTION. SUCH REQUESTS SHALL BE MADE IN WRITING. ONLY SUBSTITUTIONS THAT ARE OF EQUAL OR BETTER QUALITY/PERFORMANCE AND HAVE MORE ADVANTAGEOUS DELIVERY TIME FRAMES WILL BE CONSIDERED. SUBSTITUTIONS DUE TO LACK OF PLANNING ON THE PART OF THE CONTRACTOR WILL NOT

BE CONSIDERED.

13. THE CONTRACTOR MUST MAKE NOTE OF ALL LONG-LEAD TIME ITEMS THAT MAY ADVERSELY AFFECT THE

PROJECT SCHEDULE TO INSURE THE PROJECT CRITICAL PATH IS NOT IMPACTED.

14. BETWEEN THE HOURS OF 6AM AND 9PM, ALL WORKERS SHALL REQUEST AND OBTAIN APPROVAL FROM CONTRACTOR AND VA COR FOR SPECIFIC TASKS IF ANY NOISE RESULTING FROM THE WORK REGISTERS

ABOVE 60 DECIBELS OR CAN BE HEARD OUTSIDE THE IMMEDIATE WORK AREA.

15. ALL EXISTING UNDERGROUND UTILITY LOCATIONS AS SHOWN ON THESE PLANS ARE APPROXIMATE AND MAY NOT REPRESENT ALL UNDERGROUND UTILITIES OR SERVICE LINES. CONTRACTOR IS RESPONSIBLE FOR VERIFYING EXACT LOCATION, DEPTH, SIZE, AND TYPE OF UTILITIES SHOWN AND NOTIFYING ENGINEER OF DISCREPANCIES. CONTRACTOR IS SOLELY RESPONSIBLE FOR DAMAGE TO PROPERTY, UTILITIES, OR

PHYSICAL IMPROVEMENTS.

16. NO TITLE REPORT FURNISHED. ALL UNDERLYING TITLE LINES, EASEMENTS, SERVITUDES AND OTHER MATTERS OF TITLE MAY NOT BE SHOWN HEREON. THIS DOCUMENT DOES NOT REPRESENT A CURRENT

BOUNDARY SURVEY.

17. NO CERTIFICATION HAS BEEN MADE AS TO THE LOCATIONS OF UNDERGROUND UTILITIES SUCH AS, BUT

NOT LIMITED TO ELECTRIC, GAS, TELEPHONE, CATV, WATER, SANITARY AND STORM SEWERS.

UNDERGROUND STORAGE TANK (UST) NOTES

LEGEND

EXISTING

EXISTING IRON PIPE

UTILITY POLE

LIGHT POLE

ELECTRIC BOX

ELECTRIC MANHOLE

HVAC EQUIPMENT

UTILITY HANDHOLE

GAS VALVE

WATER VALVE

WATER METER

WATER MANHOLE

POST INDICATOR

FIRE HYDRANT

DRAINAGE MANHOLE

DROP INLET

SANITARY SEWER MANHOLE

SANITARY CLEANOUT

MONITORING WELL

SIGN

TREE

FENCE LINE

UNDERGROUND ELECTRIC LINE

UNDERGROUND GAS LINE

UNDERGROUND WATER LINE

STORM DRAINAGE PIPE

SANITARY SEWER PIPE

HANDRAIL

E

AC

E

C

W

EX SSMH 1

RIM: 369.56'

(SE) 8" DIP INV IN: 363.60'

(W) 8" DIP INV OUT: 363.45'

EX SSMH 2

RIM: 371.89'

EX SSMH 3

RIM: 369.49'

(SE) 10" PVC INV IN: 365.48'

(W) 10" PVC INV OUT: 365.37'

EX SSMH 4

RIM: 368.48'

(S) 8" CLAY INV IN: 360.63'

(S) 8" CLAY INV IN: 353.09'

(NE) 12" DIP INV IN: 352.16'

(SW) 12" DIP INV OUT: 352.04'

EX SSMH 5

RIM: 368.30'

(SW) 6" DIP INV IN: 361.68'

(NE) 12" DIP INV IN: 351.13'

(NW) 12" DIP INV OUT: 350.99'

EX SSMH 6

RIM: 372.75'

(E) 8" DIP INV IN: 365.62'

(E) 8" DIP INV IN: 362.39'

(W) 8" DIP INV OUT: 361.88'

EX DI 1

DROP INLET

RIM: -

(S) 8" DIP INV IN: 364.80'

(NW) 12" DIP INV OUT: 364.40'

EX DI 2

DROP INLET

RIM: -

(SE) 8" DIP INV IN: 365.83'

8" DIP INV OUT: 365.75'

EX DI 3

DROP INLET

RIM: 367.78'

(NW) 8" DIP INV OUT: 366.12'

EX DI 4

3' x 2' DROP INLET

RIM: 378.22'

(E) 12" RCP INV IN: 374.30'

(SW) 12" RCP INV OUT: 372.09'

EX DI 5

3' x 2' DROP INLET

RIM: 369.49'

(E) 4" DIP INV IN: 368.48' [RD]

(S) 4" DIP INV IN: 366.58' [RD]

(SW) 4" DIP INV IN: 365.97' [RD]

(SE) 6" DIP INV IN: 365.95' [RD]

NO OUTLET PIPE OBSERVED

EX DMH 1

RIM: 372.46'

(N) 4" DIP INV IN: 368.18' [RD]

(NE) 15" RCP INV IN: 368.13'

15" DIP INV OUT: 367.67'

EX DMH 2

RIM: 372.36'

(N) 8" PVC INV IN: 367.88' [RD]

(E) 15" DIP INV IN: 367.38'

15" DIP INV OUT: 365.80'

EX SSMH 7

RIM: 377.56'

(E) 8" DIP INV IN: 367.90'

(SE) 8" DIP INV IN: 366.74'

(W) 8" DIP INV OUT: 366.61'

EX SSMH 8

RIM: 382.87'

EX SSMH 9

RIM: 383.72'

(SE) 3" DIP INV IN: 382.58'

(N) 8" DIP INV IN: 376.06'

(NW) 4" DIP INV IN: 375.88'

(NW) 8" DIP INV IN: 369.66'

(N) 8" DIP INV IN: 369.42'

(S) 8" DIP INV IN: 369.16'

(W) 8" DIP INV OUT: 368.95'

EX SSMH 10

RIM: 383.14'

(N) 4" DIP INV IN: 379.62'

(E) 8" DIP INV IN: 378.86'

8" DIP INV OUT: 378.51'

EX SSMH 11

RIM: -

(S) 6" DIP INV IN: 364.86'

(SE) 6" DIP INV IN: 364.85'

(NW) 6" DIP INV OUT: 364.80'

EX SSMH 12

RIM: 370.67'

EX DI 7

2' x 2' DROP INLET

RIM: 368.65'

(NW) 12" CMP INV OUT: 365.53'

EX DI 8

4' x 4' DROP INLET

RIM: 369.89'

(W) 4" PVC INV IN: 368.62' [RD]

(S) 6" PVC INV OUT: 368.45'

GENERAL INSTALLATION GUIDELINES

1. CONTACT THE LOCAL FIRE MARSHAL, BUILDING INSPECTOR AND UST INSPECTOR;

2. REFER TO 15A NCAC 2N "CRITERIA AND STANDARDS APPLICABLE TO USTs".

3. REFER TO THE MANUFACTURER'S INSTALLATION INSTRUCTIONS FOR EQUIPMENT SPECIFIC INSTALLATION

REQUIREMENTS;

4. REFER TO THE MOST RECENT VERSIONS OF THE FOLLOWING INDUSTRY CODES FOR ADDITIONAL TANK AND

PIPING INSTALLATION REQUIREMENTS:

4.1. AMERICAN PETROLEUM INSTITUTE PUBLICATION 1615 "INSTALLATION OF UNDERGROUND PETROLEUM

SYSTEMS",

4.2. PETROLEUM EQUIPMENT INSTITUTE (PEI) PUBLICATION RP100 "RECOMMENDED PRACTICES FOR

INSTALLATION OF UNDERGROUND LIQUID STORAGE SYSTEMS",

4.3. NATIONAL FIRE PROTECTION ASSOCIATION 30 "FLAMMABLE AND CONBUSTIBLE LIQUIDS CODE",

4.4. OTHER APPLICABLE INDUSTRY CODES INCLUDING NORTH CAROLINA STATE BUILDING CODE CHAPTER 13, AND NORTH CAROLINA FIRE PROTECTION CODE.

CERTIFIED INSTALLERS

1. IF REQUIRED BY THE EQUIPMENT MANUFACTURER, PERSONS INSTALLING, REPLACING OR REPAIRING UST

SYSTEMS OR UST SYSTEM COMPONENTS MUST BE TRAINED AND CERTIFIED BY THE EQUIPMENT

MANUFACTURER OR ITS AUTHORIZED REPRESENTATIVE. THE DOCUMENTS VERIFYING THAT SUCH TRAINING HAS TAKEN PLACE SHOULD BE AVAILABLE AT THE INSTALLATION INSPECTION FOR THE INSPECTOR'S REVIEW

INSPECTIONS

UST SECTION PERSONNEL CONDUCT TWO INSPECTIONS DURING INSTALLATION OF UST SYSTEMS:

1. TANKS: BEFORE A TANK IS PLACED INTO AN EXCAVATION, THE INSPECTOR VISUALLY INSPECTS THE EXTERIOR

SURFACE OF THE TANK AND OBSERVES TANK INTEGRITY TESTING.

2. PIPING: PRIOR TO BACKFILLING THE PIPING, THE INSPECTOR OBSERVES TESTING OF ALL PIPING, FITTINGS

AND CONTAINMENT SUMPS.

CONTRACTOR IS REQUIRED TO CONTACT THE APPROPRIATE INSPECTOR FOR THE COUNTY WHERE THE USTs ARE BEING INSTALLED AT LEAST BUSINESS DAYS PRIOR TO THE DESIRED DATE OF THE ACTIVITY COMMENCING TO

SCHEDULE THESE INSPECTIONS.

TANK INSTALLATION

TANKS SHOULD BE TESTED FOR TIGHTNESS BEFORE AND AFTER INSTALLATION IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN GUIDELINES AND INSTRUCTIONS FOUND IN THE UST-6 PACKET. IF A TANK FAILS A TIGHTNESS TEST, TANK INSTALLATION SHOULD BE SUSPENDED UNTIL THE TANK IS REPLACED OR REPAIRED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. FOLLOWING REPAIR, TANK TIGHTNESS MUST BE RE-TESTED. AN UST-6E FORM SHOULD BE USED TO DOCUMENT PRE AND POST-INSTALLATION TESTING FOR A TANK.

PIPING INSTALLATION

BOTH THE PRIMARY CONTAINMENT AND INTERSTITIAL SPACES OF PIPING MUST BE TESTED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN GUIDELINES, PEI/RP100, AND THE INSTRUCTIONS FOUND IN THE UST-6 PACKET.

OTHER UST SYSTEM COMPONENT INSTALLATIONS

THE INSTRUCTIONS FOUND IN THE UST-6 PACKET INCLUDE NORTH CAROLINA'S REQUIREMENTS FOR INSTALLATION AND TESTING OF SUMPS, SPILL BUCKETS, AND OTHER UST SYSTEM COMPONENTS. CONTAINMENT SUMPS AND SPILL BUCKETS MUST BE TESTED FOR TIGHTNESS AFTER CONSTRUCTION, BUT BEFORE BACKFILLING IN ACCORDANCE WITH MANUFACTURER'S GUIDELINES AND PEI/RP100. THE TESTING FOR SUMPS MUST BE RECORDED ON THE UST-6F

FORM AND RESULTS FOR SPILL BUCKETS ON THE UST-6D FORM.

OBTAINING AN OPERATING PERMIT

ALONG WITH AN UST-6 FORM, OTHER SPECIFIC DOCUMENTATION MUST BE SUBMITTED TO THE UST SECTION ONCE THE UST SYSTEM(S) HAVE BEEN INSTALLED AND BEFORE AN OPERATING PERMIT FOR THE FACILITY CAN BE ISSUED.

THE REQUIRED DOCUMENTATION IS LISTED IN THE UST-6 PACKET INSTRUCTIONS AND INCLUDES ANNUAL OPERATING FEES, OWNERSHIP AND FINANCIAL RESPONSIBILITY DOCUMENTS, MANUFACTURER WARRANTIES AND CHECKLISTS, THE FINAL UST SYSTEM DESIGN AND DOCUMENTATION (UST-6D, E, F, AND G FORMS AS APPLICABLE) OF THE FINAL TESTING OF THE UST SYSTEM. IN ACCORDANCE WITH NCGS 143-215.94U A FACILITY CANNOT RECEIVE PETROLEUM PRODUCTS WITHOUT AN OPERATING PERMIT ISSUED IN THE CURRENT TANK OWNER'S NAME FOR THE NEWLY

INSTALLED UST SYSTEM.

UST FORMS AND ADDITIONAL INFORMATION

THE UST SECTION'S WEBSITE AT http://www.wastenotnc.or/web/wm/ust/ustmain HAS ELECTRONIC VERSIONS OF THE UST FORMS AS WELL AS A LIST OF FREQUENTLY ASKED QUESTIONS ABOUT NORTH CAROLINA'S SECONDARY CONTAINMENT STANDARDS. PERMIT AND INSPECTION BRANCH CAN BE REACHED AT (919) 707-7181 FOR MORE

INFORMATION.

NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY UST PERMIT PROCESS OVERVIEW:

1. ALL UNDERGROUND STORAGE TANK (UST) SYSTEMS IN NORTH CAROLINA MUST COMPLY WITH 15A NCAC

2N "CRITERIA AND STANDARDS APPLICABLE TO USTs" WHEN INSTALLING OR REPLACING UST SYSTEMS.

2. INSTALLATIONS OF USTs AND/OR PIPING REQUIRE APPROVAL BY THE NCDEQ UST SECTION. THE

FOLLOWING IS AN OVERVIEW OF THE UST SECTION'S APPROVAL PROCESS:

2.1. OBTAIN THE UST-6 "APPLICATION TO INSTALL OR REPLACE UST SYSTEM"

2.2. SUBMIT THE UST-6 FORM "APPLICATION TO INSTALL OR REPLACE UST SYSTEMS" (PRE-INSTALLATION)

WITH ATTACHMENTS TO THE UST SECTION.

2.3. AFTER RECEIVING APPROVAL OF UST-6, SCHEDULE AN INSTALLATION INSPECTION WITH UST SECTION

PERSONNEL.

2.4. SUBMIT THE UST-6 FORM "APPLICATION TO INSTALL OR REPLACE UST SYSTEMS" (POST-INSTALLATION)

WITH ATTACHMENTS TO THE UST SECTION.

EXISTING STORM AND SANITARY SEWER DATA

EX DI 6

3' x 2' DROP INLET

RIM: 367.85'

(E) 10" PVC INV IN: 364.92'

(W) 4" DIP INV IN: 364.87' [RD]

(S) 8" CLAY INV IN: 363.84' [RD]

(E) 6" CLAY INV IN: 363.32' [RD]

(SE) 4" CLAY INV IN: 363.29' [RD]

(S) 12" RCP INV IN: 359.90'

(NE) 56" RCP INV IN: 353.03'

(SW) 56" RCP INV OUT: 352.96'

I I I

III

I I I

I I I

PROPOSED

ASPHALT PAVEMENT

CONCRETE PAVEMENT

SANITARY SEWER MANHOLE

ELECTRICAL HANDHOLE

SANITARY SEWER PIPE

UNDERGROUND ELECTRICAL

FUEL OIL SUPPLY PIPE

FUEL OIL RETURN PIPE

SIGN

6-INCH BOLLARD

PUBLIC WORKS SPECIAL CONDITIONS:

1. THE DESIGNING PROFESSIONAL (a NCPE, NCPLS or NCRLA - AS REQUIRED) SHALL SUBMIT THREE (3) SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE CONSTRUCTION PLAN APPROVAL PROCESS). THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL. CITY OFFICIALS SHALL REVIEW ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS, SPECIFICATIONS, AND BEST MANAGEMENT PRACTICES.

2. THE DESIGNING PROFESSIONAL (a NCPE, NCPLS or NCRLA - AS REQUIRED) SHALL SUBMIT ONE (1) SET OF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL. AS-BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY.

3. SEWER PERMIT IS REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING

SANITARY SEWER MAIN INSTALLATION.

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

GENERAL NOTES AND LEGEND

GI002

11/20/2023

PROJECT SITE

ERWIN ROAD

ERWIN ROAD

FU

LT

ON

S

TR

EE

T

DO

UG

LA

S

ST

RE

ET

PRATT STREET

CREST STREET

CONTRACTOR

ACCESS ROUTECONTRACTOR

ACCESS ROUTE

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 100' 200'

SCALE: 1" = 100'

CONTRACTOR SITE ACCESS MAP

GI101

1. CONTRACTOR MUST UTILIZE DOUGLAS STREET TO PRATT STREET

FOR ACCESS TO THE SITE.

11/20/2023

SEEDING SCHEDULE

TYPE SEED MIX COMMENTS

PLANTING

SEASON

LIME

lb/AC

FERTILIZER

(lb/AC OF 10-10-10)

STRAW

MULCH

(lb/AC) (B)

TOPDRESSING (A)

ANNUAL

FERTILIZER

MAINTENANCE

TEMPORARY

FALL

120 lb/AC RYE (grain) ---

AUG. 15 -

DEC. 30

2000 1000 4000 50 lb/AC OF

NITROGEN IN

MARCH

IF NECESSARY TO EXTEND TEMP. COVER

BEYOND JUNE 15, OVERSEED WITH 50 lb/AC OF

KOBE

TEMPORARY

WINTER

120 lb/AC RYE (grain), 50 lb/AC ANNUAL

LESPEDEZA (KOBE)

OMIT ANNUAL

LESPEDEZA WHEN

DURATION OF

TEMPORARY COVER

IS NOT TO EXTEND

BEYOND JUNE

DEC. 1 -

APRIL 15

2000 750 4000 ---

REFERTILIZE IF GROWTH IS NOT FULLY

ADEQUATE. RESEED, REFERTILIZE, AND MULCH

IMMEDIATELY FOLLOWING EROSION OR OTHER

DAMAGE

TEMPORARY

SUMMER

40 lb/AC GERMAN

MILLET

APRIL 15 -

AUG. 15

2000 750 4000 ---

REFERTILIZE IF GROWTH IS NOT FULLY

ADEQUATE. RESEED, REFERTILIZE, AND MULCH

IMMEDIATELY FOLLOWING EROSION OR OTHER

DAMAGE

A. SEEDING SCHEDULE DEVELOPED PER THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL RECOMMENDATIONS FOR THE COASTAL PLAINS REGION.

SWITCHGRASS (PANICUM VIRGATUM) HAS BEEN INCLUDED IN THE PERMANENT SEEDING MIX IN LIEU OF SERICEA LESPEDEZA PER THE RECOMMENDATIONS OF THE NC STATE

UNIVERSITY/NC A&T UNIVERSITY COOPERATIVE EXTENSION.

B. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.

STATE EROSION AND SEDIMENT CONTROL

CONSTRUCTION SEQUENCE

1. INSTALL PERIMETER EROSION CONTROL MEASURES AS SHOWN ON

THE CONSTRUCTION DRAWINGS PRIOR TO STARTING

CONSTRUCTION, INCLUDING: TREE PROTECTION, CONSTRUCTION

ENTRANCE, INLET PROTECTION, AND SEDIMENT FENCING.

CONSTRUCTION OR LAND DISTURBANCE ACTIVITIES MAY NOT BEGIN

UNTIL ALL EROSION CONTROL MEASURES HAVE BEEN INSTALLED

AROUND CONSTRUCTION AREAS. ONCE ALL TEMPORARY EROSION

CONTROL MEASURES HAVE BEEN INSTALLED LAND DISTURBANCE

ACTIVITIES MAY COMMENCE.

2. ALL WORK MUST BE PERFORMED IN ACCORDANCE WITH STANDARD

CONSTRUCTION TECHNIQUES. ANY EXCAVATION DEWATERING

FLOWS MUST PASS THROUGH SEDIMENT FILTERING DEVICE BEFORE

DISCHARGE (SEE DETAIL F ON SHEET CE-502).

3. TEMPORARY SEEDING MEASURES MUST BE EMPLOYED AS SOON AS

PRACTICABLE IN PORTIONS OF THE SITE WHERE CONSTRUCTION

ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED, BUT IN

NO CASE MORE THAN FOURTEEN (14) DAYS AFTER WORK HAS

CEASED, EXCEPT WHERE STABILIZATION MEASURES WOULD BE

PRECLUDED BY SNOW OR FROZEN GROUND CONDITIONS OR

WHERE CONSTRUCTION ACTIVITY WILL BE RESUMED WITHIN 14

DAYS.

4. ONCE ALL EARTHWORK AND CONSTRUCTION ACTIVITIES ARE

COMPLETE, FINAL GRADING MAY BEGIN. UPON COMPLETION OF

FINAL GRADING, PERMANENT STABILIZATION MEASURES INCLUDING

SODDING MAY BE EMPLOYED. VEGETATIVE GROUND COVER MUST

BE ESTABLISHED ON ALL DISTURBED AREAS WITHIN 15 WORKING

DAYS OR 30 CALENDAR DAYS, WHICHEVER IS SHORTER. ALL

EROSION CONTROL MEASURES MUST REMAIN IN PLACE UNTIL THE

ENTIRE SITE HAS BEEN STABILIZED.

5. ONCE PERMANENT STABILIZATION HAS OCCURRED, TEMPORARY

SEDIMENT CONTROL MEASURES MAY BE REMOVED. ANY AREAS

DISTURBED BY THE REMOVAL OF THESE MEASURES MUST BE

RETURNED AS CLOSELY AS POSSIBLE TO ORIGINAL CONDITION.

6. NO MATERIALS CAN BE STORED OR STOCKPILED WITHIN A

ROADWAY RIGHT OF WAY OUTSIDE OF AN ACTIVE CONSTRUCTION

ZONE.

7. CONCRETE WASHOUT ON THE GROUND, INTO STORMWATER

PIPES, OR INTO SWALES, DITCHES, STREAMS, OR CREEKS WILL

NOT BE PERMITTED. IF CONCRETE WASHOUT IS NECESSARY,

CONTRACTOR MUST PROVIDE A PROPER WASHOUT LOCATION.

8. STOCKPILE OF SOIL WILL NOT BE PERMITTED ON SITE OTHER

THAN WHEN ACTIVE EXCAVATION AND BACKFILLING IS

OCCURRING. ANY EXCESS SOIL MUST BE REMOVED FROM THE

SITE AND DISPOSED OF AT AN APPROVED LOCATION.

SELF INSPECTION REQUIREMENTS

SELF INSPECTION IS REQUIRED PER G.S. 113A-54.1 THE

SELF-INSPECTION FORM CAN BE FOUND AT:

HTTPS://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-

LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS

ANY QUESTIONS REGARDING THE EROSION AND SEDIMENT CONTROL

PLAN SHOULD BE DIRECTED TO:

EROSION AND SEDIMENT CONTROL

MAINTENANCE PLAN

ALL EROSION CONTROL MEASURES MUST BE INSPECTED WEEKLY AND

AFTER EACH RAINFALL EVENT OF 1/2 INCH IN 24 HOURS. ANY NEEDED

REPAIRS MUST BE MADE IMMEDIATELY TO PREVENT FURTHER DAMAGE

AND EROSION. STRUCTURES AND MEASURES THAT MUST BE

INSPECTED ARE OUTLINED IN THE FOLLOWING SECTIONS. THE PERSON

WHO PERFORMS THE INSPECTION MUST MAINTAIN AND MAKE

AVAILABLE A RECORD OF THE INSPECTION AT THE SITE OF THE LAND

DISTURBING ACTIVITY. THE RECORD MUST SET OUT ANY SIGNIFICANT

DEVIATION FROM THE APPROVED EROSION CONTROL PLAN, IDENTIFY

ANY MEASURES THAT MAY BE REQUIRED TO CORRECT DEVIATION, AND

DOCUMENT THE COMPLETION OF THOSE MEASURES. THE RECORD

MUST BE MAINTAINED UNTIL PERMANENT GROUND COVER HAS BEEN

ESTABLISHED AS REQUIRED BY THE APPROVED EROSION AND

SEDIMENTATION CONTROL PLAN.

SEEDING, FERTILIZING, AND MULCHING:

SEEDED AREAS MUST BE INSPECTED FOR FAILURE AND NECESSARY REPAIRS MUST BE MADE WITHIN

THE SAME SEASON, IF POSSIBLE.

DROP INLET PROTECTION:

REMOVE ANY ACCUMULATED SEDIMENT AND/OR DEBRIS. ANY STAKES AND/OR STAPLES THAT BECOME LOOSE OR DISPLACED MUST BE REPAIRED IMMEDIATELY. WHEN SEDIMENT ACCUMULATION REACHES 1/2 THE HEIGHT OF THE WASHED STONE, IT MUST BE REMOVED AND DISPOSED OF OFF-SITE BY THE

CONTRACTOR IN ACCORDANCE WITH ALL STATE AND LOCAL REGULATIONS.

SEDIMENT FILTER BAG:

ANY DAMAGE TO THE SEDIMENT FILER BAG MUST BE REPAIRED IMMEDIATELY.

TEMPORARY SEDIMENT FILTER BAGS MUST BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS

ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.

MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING

DISCHARGED. ANY TURBID WATER BEING DISCHARGED FROM THE BAG MUST BE RESOLVED

IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT

CAPACITY AND REPLACE IMMEDIATELY.

SILT FENCE:

ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR OTHERWISE BECOMES INEFFECTIVE MUST

BE REPLACED IMMEDIATELY.

TREE PROTECTION FENCE:

ANY FABRIC WHICH COLLAPSES, TEARS, DECOMPOSES, OR OTHERWISE BECOMES INEFFECTIVE MUST

BE REPLACED IMMEDIATELY.

CONSTRUCTION ENTRANCE

MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY.

IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC

ROADWAYS.

SEEDING AND STABILIZATION SCHEDULE

MATERIALS

A. TOPSOIL: FERTILE, AGRICULTURAL SOIL, TYPICAL FOR LOCALITY; CAPABLE OF

SUSTAINING VIGOROUS PLANT GROWTH, TAKEN FROM DRAINED SITE; FREE

OF SUBSOIL, CLAY, OR IMPURITIES, PLANTS, WEEDS, AND ROOTS; PH VALUE

OF MINIMUM 5.4 AND MAXIMUM OF 7.0.

B. LIME: GROUND DOLOMITIC AGRICULTURAL LIMESTONE, NOT LESS THAN 85

PERCENT TOTAL CARBONATES, GROUND SO THAT 50 PERCENT PASSES 10

MESH SIEVE AND 90 PERCENT PASSES 30 MESH SIEVE. COARSER MATERIAL

WILL BE ACCEPTABLE, PROVIDED THE SPECIFIED RATES OF APPLICATION ARE

INCREASED PROPORTIONATELY ON THE BASIS OF QUANTITIES PASSING NO.

100 MESH SIEVE.

C. FERTILIZER: MIXED, COMMERCIAL FERTILIZER CONTAINING 10-10-10

PERCENTAGES OF AVAILABLE NITROGEN, PHOSPHORIC ACID, AND POTASH

RESPECTIVELY, PLUS SUPERPHOSPATE WITH 20 PERCENT P2O5 CONTENT.

FERTILIZER MUST BE DRY, IN GRANULAR (PELLET) FORM, MUST BE DELIVERED

TO THE SITE IN THE MANUFACTURER'S ORIGINAL BAG OR CONTAINER WHICH

MUST BE PLAINLY MARKED AS TO FORMULA.

D. SEED: PROVIDE SEEDING PER THE SEEDING SCHEDULE.

EXECUTION

A. COMPLETE OPERATIONS IN THE AREA TO BE SEEDED AND PREPARE SUBSOIL TO

ELIMINATE UNEVEN AREAS AND LOW SPOTS. BRING SURFACE TO THE

APPROXIMATE DESIGN CONTOURS.

B. SCARIFY SUBSOIL TO A DEPTH OF 3 INCHES. REMOVE WEEDS, ROOTS, STONES

AND FOREIGN MATERIALS 1-1/2 INCHES IN DIAMETER AND LARGER.

C. PLACE TOPSOIL DURING DRY WEATHER AND ON DRY UNFROZEN SUBSOIL.

D. SPREAD TOPSOIL TO A MINIMUM DEPTH OF 4 INCHES. REMOVE VEGETABLE

MATTER AND FOREIGN NON-ORGANIC MATERIAL FROM TOPSOIL WHILE

SPREADING. GRADE SURFACE TO PROVIDE POSITIVE DRAINAGE AND PREVENT

WATER PONDING. LIGHTLY COMPACT TOPSOIL WITH AT LEAST ONE PASS OF A

CULTIPACKER OR SIMILAR EQUIPMENT

E. LIMING MUST BE DONE IMMEDIATELY AFTER GRADING HAS REACHED THE FINE

GRADING STAGE, EVEN THOUGH ACTUAL SEEDING MAY NOT BE DONE UNTIL

SEVERAL MONTHS LATER.

F. SPREAD LIME EVENLY BY MEANS OF A MECHANICAL DISTRIBUTOR.

G. INCORPORATE LIME IN THE TOP 2 TO 3 INCHES OF SOIL BY HARROWING,

DISKING, OR OTHER APPROVED MEANS.

H. SPREAD FERTILIZER NOT MORE THAN 2 WEEKS IN ADVANCE OF SEEDING.

I. PROVIDE MECHANICAL SPREADER FOR EVEN DISTRIBUTION AND SPREAD HALF

OF THE RATE IN ONE DIRECTION, AND THE OTHER HALF AT RIGHT ANGLES TO

THE FIRST. MIX THOROUGHLY INTO UPPER 2 TO 3 INCHES OF SOIL BY DISKING,

HARROWING OR OTHER APPROVED METHODS.

J. ACCOMPLISH SEEDING BY MEANS OF AN APPROVED POWER-DRAWN SEED

DRILL, COMBINATION CORRUGATED ROLLER-SEEDER, APPROVED HAND

OPERATED MECHANICAL SEEDER, OR OTHER APPROVED METHODS TO

PROVIDE EVEN DISTRIBUTION OF SEED.

K. DO NOT SEED WHEN GROUND IS EXCESSIVELY WET OR EXCESSIVELY DRY.

AFTER SEEDING, ROLL AREA WITH A ROLLER, NOT LESS THAN 18 INCHES IN

DIAMETER AND WEIGHING NOT MORE THAN 210 POUNDS PER FOOT OF WIDTH.

UPON COMPLETION OF ROLLING, WATER AREA WITH A FINE SPRAY.

L. IMMEDIATELY FOLLOWING SEEDING, APPLY MULCH AS LISTED BELOW. DO NOT

SEED AREAS IN EXCESS OF THAT WHICH CAN BE MULCHED ON SAME DAY.

M. APPLY WATER WITH A FINE SPRAY IMMEDIATELY AFTER EACH AREA HAS BEEN

MULCHED. SATURATE TO 4 INCHES OF SOIL DEPTH

N. APPLY MULCH AS REQUIRED TO RETAIN SOIL AND GRASS.

DUST CONTROL

DEFINITION

THE CONTROL OF DUST RESULTING FROM LAND-DISTURBING ACTIVITIES.

PURPOSE

TO PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOIL SURFACES THAT MAY CAUSE OFF-SITE DAMAGE, HEALTH

HAZARDS, AND TRAFFIC SAFETY PROBLEMS.

CONDITIONS AND CONSIDERATIONS

A. THIS PRACTICE IS APPLICABLE ON CONSTRUCTION ROUTES AND OTHER DISTURBED AREAS SUBJECT TO SURFACE DUST MOVEMENT, AND

DUST BLOWING WHERE OFF-SITE DAMAGE MAY OCCUR IF DUST IS NOT CONTROLLED.

B. IN PLANNING FOR DUST CONTROL, IT IS IMPORTANT TO SCHEDULE CONSTRUCTION OPERATIONS SO THAT THE LEAST AREA IS DISTURBED

AT ONE TIME.

C. LEAVE UNDISTURBED BUFFER AREAS BETWEEN GRADED AREAS WHEREVER POSSIBLE.

D. THE GREATEST DUST PROBLEMS OCCUR WHEN THE PROBABILITY OF RAINFALL EROSION IS LEAST. THEREFORE, DO NOT EXPOSE LARGE

AREAS OF SOIL, ESPECIALLY DURING DROUGHT CONDITIONS.

E. INSTALL TEMPORARY OR PERMANENT SURFACE STABILIZATION MEASURES IMMEDIATELY AFTER COMPLETING LAND GRADING.

F. MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER PERIODS UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED.

METHOD AND MATERIALS

A. VEGETATIVE COVER—FOR DISTURBED AREAS NOT SUBJECT TO TRAFFIC, VEGETATION PROVIDES THE MOST PRACTICAL METHOD OF DUST

CONTROL (REFERENCES: SURFACE STABILIZATION).

B. MULCH (INCLUDING GRAVEL MULCH)—WHEN PROPERLY APPLIED, MULCH OFFERS A FAST, EFFECTIVE MEANS OF CONTROLLING DUST.

SPRAY-ON ADHESIVE—EXAMPLES OF SPRAY-ON ADHESIVES FOR USE ON MINERAL SOILS ARE PRESENTED IN TABLE 6.84A.

C. CALCIUM CHLORIDE MAY BE APPLIED BY MECHANICAL SPREADER AS LOOSE, DRY GRANULES OR FLAKES AT A RATE THAT KEEPS THE

SURFACE MOIST, BUT NOT SO HIGH AS TO CAUSE WATER POLLUTION OR PLANT DAMAGE. SPRINKLING—THE SITE MAY BE SPRINKLED

UNTIL THE SURFACE IS WET.

D. SPRINKLING IS ESPECIALLY EFFECTIVE FOR DUST CONTROL ON HAUL ROADS AND OTHER TRAFFIC ROUTES.

E. STONE USED TO STABILIZE CONSTRUCTION ROADS CAN ALSO BE EFFECTIVE FOR DUST CONTROL.

F. BARRIERS—A BOARD FENCE, WIND FENCE, SEDIMENT FENCE, OR SIMILAR BARRIER CAN CONTROL AIR CURRENTS AND BLOWING SOIL.

PLACE BARRIERS PERPENDICULAR TO PREVAILING AIR CURRENTS AT INTERVALS ABOUT 15 TIMES THE BARRIER HEIGHT. WHERE DUST IS A

KNOWN PROBLEM, PRESERVE WINDBREAK VEGETATION.

G. TILLAGE—DEEP PLOW LARGE OPEN UNDISTURBED AREAS AND BRING CLODS TO THE SURFACE. THIS IS A TEMPORARY EMERGENCY MEASURE THAT CAN BE USED AS SOON AS SOIL BLOWING STARTS. BEGIN PLOWING ON THE WINDWARD EDGE OF THE SITE.

SODDING SCHEDULE

COOL SEASON GRASSES WARM SEASON GRASSES VARIETIES

REGION OF

ADAPTION

- HYBRID BERMUDAGRASS

VAMONT, TIFWAY, TIFWAY II

AND TIFGREEN

PIEDMONT AND

COASTAL PLAIN

* A LARGE NUMBER OF VARIETIES EXIST. CONSULT SUPPLIERS AND YOUR LOCAL AGRICULTURAL EXTENSION OFFICE FOR RECOMMENDATIONS. EXACT TYPE AND SPECIES OF BERMUDAGRASS MUST BE APPROVED BY THE

OWNER PRIOR TO ORDERING.

TOTAL DISTURBED AREA (ACRE) =

EXISTING PERVIOUS

AREA

EXISTING IMPERVIOUS

AREA

PROPOSED PERVIOUS

AREA

PROPOSED IMPERVIOUS

AREA

0.0200 0.0800 0.0200 0.0800

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

EROSION AND SEDIMENT CONTROL

GENERAL NOTES

GC001

11/20/2023

26"

OAK

C C

C

C

E

E

E

E

E

E

E

AC

W

C

E

C

C

E

AC

AC

AC

W

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

MULTI-STORY HOSPITAL BUILDING

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALTASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

LOT 62

N/F

GERALDINE M. MCGHEE

PIN# 0812-72-97-2643

PID# 104598

DB 2309, PG 829

PB 107, PG 162

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

N/F

CITY OF DURHAM

PIN# 0812-72-57-9767

PID# 119681

DB 1115, PG 660

PB 117, PG 118

LOT 63

N/F

CREST ST COMMUNITY COUNCIL INC.

PIN# 0812-82-07-5721

PID# 104597

DB 1320, PG 926

PB 107, PG 162

U

N

I

T

E

D

S

T

A

T

O

F

A

M

E

R

I

C

A

P

I

N

P

I

B

P

G

PRATT STREET

50' PUBLIC R/W

PB 117, PG 118

STORM PIPE TERMINUS NOT FOUND

TRAVELS UNDER BUILDING PER DURHAM COUNTY GIS

STORM PIPE TERMINUS NOT FOUND

TRAVELS UNDER BUILDING PER DURHAM COUNTY GIS

SEWER PIPE TERMINUS

NOT FOUND

56" RCP

INV: 356.91'

EX SSMH 8

EX SSMH 12

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 2

EX DMH 1

EX SSMH 6

EX SSMH 7

EX SSMH 9

EX SSMH 10

EX DI 4

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

ASPHALT

CONCRETE

CO

NC

RE

TE

CONCRETE

CONCRETE

CO

NC

RE

TE

CONCRETE

CONCRETE

CONCRETE

CO

NC

RE

TE

CONCRETECONCRETE

CONCRETE

E

RAISED WALKWAY

RAISED WALKWAY

MONITORING

WELL (TYP.)

25'

EXISTING 25' SANITARY SEWER EASEMENT

PB 18, PG 167

(PIPE APPEARS REALIGNED HOWEVER

NO FURTHER DOCUMENTS FOUND BY SURVEYOR)

APPROXIMATE PROPERTY LINE PER OBSERVED EVIDENCE.

BOUNDARY SURVEY NOT PERFORMED BY THIS OFFICE.

LIMITS OF TOPOGRAPHIC SURVEY BY

BALLENTINE ASSOCIATES, P.A. COMPLETED

ON SEPTEMBER 22, 2022.

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20' 40'

SCALE: 1" = 20'

1. REFER TO SHEET GC001 FOR EXISTING CONDITIONS LEGEND.

2. REFER TO SHEET GC001 FOR EXISTING STORM AND SANITARY

DATA.

1. THIS IS AN EXISTING CONDITIONS SURVEY. THIS IS NOT A

BOUNDARY SURVEY. BOUNDARY EVIDENCE SHOWN HEREON HAS

NOT BEEN VERIFIED BY THE SURVEYOR.

2. BEARINGS FOR THIS SURVEY ARE BASED ON NORTH CAROLINA

STATE PLAN COORDINATE SYSTEM [NCSPCS] NAD83/2011.

3. NO NGS MONUMENTS WERE OBSERVED WITHIN 2,000 FEET OF THE

SITE.

4. DISTANCES SHOWN HEREON ARE GROUND DISTANCES, UNLESS

OTHERWISE NOTED.

5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE

SEARCH, WHICH MAY REVEAL ADDITIONAL EASEMENTS AND/OR

ENCUMBRANCES OF RECORD NOT SHOWN.

6. THIS SITE IS NOT LOCATED IN A FEMA SPECIAL FLOOD HAZARD

AREA, AND IS LOCATED IN FLOOD ZONE "X" AS SHOWN ON FIRM

PANEL 3720081200K, AND DATED OCTOBER 19, 2018.

7. SURVEYOR HAS MADE NO INVESTIGATIONS AS TO IDENTIFICATION

OF JURISDICTIONAL WATERS OR WETLANDS ON OR NEAR THE SITE.

8. REFERENCES: DURHAM COUNTY REGISTRY:PLAT BOOK 18, PAGE

167; PB 28, PG 45; PB 107, PG162; PB 117, PG 118; PB 168, PG 349;

DEED BOOK 180, PAGE 185; DB 183, PG 145.

9. THE UNDERGROUND UTILITIES SHOWN HAVE BEEN INDICATED

FROM FIELD SURVEY INFORMATION. THE SURVEYOR MAKES NO

GUARANTEE THAT THE UNDERGROUND UTILITIES SHOWN

COMPRISE ALL SUCH UTILITIES IN THE AREA, EITHER SERVICE OR

ABANDONED. THE SURVEYOR OR FURTHER DOES NOT WARRANT

THAT THE UNDERGROUND UTILITIES SHOWN ARE IN THE EXACT

LOCATION INDICATED ALTHOUGH HE DOES CERTIFY THAT THEY

ARE LOCATED AS ACCURATELY AS POSSIBLE FROM DATA

PROVIDED. THE SURVEYOR HAS NOT PHYSICALLY LOCATED THE

UNDERGROUND UTILITIES. SURVEYOR COMPLETED LEVEL B S.U.E.

SURVEY ON SEPTEMBER 20, 2022.

SURVEY NOTES

CIVIL SITE TOPOGRAPHICAL

SURVEY

VU101

11/20/2023

AC

C

E

C

C

AC

AC

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

STORM PIPE TERMINUS NOT FOUND

TRAVELS UNDER BUILDING PER DURHAM COUNTY GIS

SEWER PIPE TERMINUS

NOT FOUND

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 2

EX DMH 1

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

CONCRETE

E

MONITORING

WELL (TYP.)

12" VCP

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

1. REFER TO SHEET GC001 FOR EXISTING CONDITIONS LEGEND.

LEGEND

REMOVE EXISTING STRUCTURE

REMOVE ASPHALT PAVEMENT

REMOVE CONCRETE PAVEMENT

///// REMOVE EXISTING UTILITY

//// REMOVE EXISTING CURB

1. SAW-CUT AND REMOVE EXISTING PAVEMENT

2. REMOVE EXISTING UNDERGROUND FUEL STORAGE TANK

3. REMOVE EXISTING TREE

4. REMOVE AND SALVAGE EXISTING SIGNAGE

5. REMOVE EXISTING PAVEMENT MARKINGS

6. REMOVE EXISTING BOLLARDS AND PORTABLE FUELING STATION

7. REMOVE EXISTING PREFABRICATED METAL CARPORT

8. REMOVE EXISTING PREFABRICATED METAL STORAGE SHED

9. EXISTING MANHOLE TO REMAIN.

CIVIL DEMOLITION PLAN

CD101

11/20/2023

C

C

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 1

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

E

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

C

J

C

J

C

J

C

J

C

J

C

J

18.0'

9.0

(TYP.)

56.

0'

A

A

A

A

A A

R

R

R

R R A

A A

Z Z

Z Z

Z Z

Z

Z

Z

Z

Z E

A

A

C

7.0

50.8'

14.5'

14.5'

.6'

.6'

34.

2'

9.5

8.8'

14.

9'

24.

0'

10.

8'

9.5'

40.

2'

.9'

(TYP.)

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

LEGEND

CONCRETE PAVEMENT

ASPHALT PAVEMENT

REINFORCED SLAB (REFER TO CONCRETE PAVEMENT

NOTE 1 BELOW)

ASPHALT TO CONCRETE TRANSITION

PROVIDE TIE BAR PER CONCRETE PAVEMENT NOTE 3

BELOW

DOWELED CONTRACTION JOINT

DOWELED CONSTRUCTION JOINT

IIIIII

II I I I I

R

A

Z

C

E

1. REINFORCED CONCRETE SLABS SHALL BE REINFORCED WITH

NO.4 REBAR SPACED AT 12-INCHES CENTER TO CENTER WITH

MINIMUM COVER OF 3-INCHES FROM BOTTOM OF CONCRETE.

2. ALL CONSTRUCTION AND CONTRACTION JOINTS SHALL BE

SEALED PER DETAIL ON SHEET CS501.

3. ALL 'Z' DEPICT TIE-BARS THAT ARE #5 DEFORMED STEEL BARS,

30-INCHES LONG SPACED ON 30-INCH CENTERS, MID-DEPTH OF

SLAB.

4. CONSTRUCTION JOINTS SHALL BE DOWELED WITH 3/4" DOWELS,

18" LONG, SPACED AT 12 INCHES ON CENTER, MID-DEPTH OF

SLAB. EXTENDED 9" INTO SLAB, GREASED ON OTHER END.

B2

CS501

B4

CS501

B6

CS501

1. BOLLARD (6" DIAMETER)

2. 6-INCH WHITE PAVEMENT STRIPING

3. CONCRETE CURB

4. INSTALL EXISTING SIGN

5. FUEL POLISHER (REFER TO MECHANICAL)

6. EXISTING BUILDING FOUNDATION ZONE OF INFLUENCE

7. SANITARY SEWER MANHOLE

8. ELECTRICAL MANHOLE

9. 25,000 GALLON UNDERGROUND STORAGE TANK

B4

CS502

B2

CS502

B6

CS502

CIVIL SITE PLAN

CS101

CONCRETE PAVEMENT NOTES

1. REFER TO SHEET GI001 FOR GENERAL NOTES AND LEGEND.

2. REFER TO SHEET CD101 FOR CIVIL DEMOLITION PLAN.

3. REFER TO SHEET CU101 FOR CIVIL UTILITIES PLAN.

4. REFER TO SHEETS CS501 AND CS502 FOR CIVIL SITE DETAILS.

11/20/2023

E

C

C

AC

AC

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

E

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

I

P

P

SSP1

SSP2

SS1

SS2

F O

R

F O

R

F O

S

F O

S

F

O

S

F

O

R

F

O

S

F

O

R

C

U

C U

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

FUEL OIL SUPPLY PIPE

FUEL OIL RETURN PIPE

ELECTRICAL CONDUIT (DIRECT BURIED, MIN COVER

18")

SANITARY SEWER PIPE

FOS

1. 25,000 GALLON UNDERGROUND STORAGE TANK (REFER TO MECHANICAL)

2. CONCRETE ANCHOR PAD FOR UNDERGROUND STORAGE TANK (REFER

TO STRUCTURAL)

3. FUEL OIL SUPPLY AND RETURN ALIGNMENT

4. CONNECT FOS & FOR PIPING TO BUILDING (REFER TO MECHANICAL)

5. FUEL POLISHER (REFER TO MECHANICAL)

6. CONNECT TO EXISTING SANITARY SEWER MANHOLE

7. ELECTRICAL MANHOLE (REFER TO ELECTRICAL)

8. RELOCATED ELECTRICAL CONDUIT

9. CONNECT ELECTRICAL CONDUIT TO EXISTING ELECTRICAL PANEL

10. FUEL OIL SUPPLY AND RETURN PIPING TO FUEL POLISHER

11. CONTRACTOR MUST PROVIDE TEST PIT TO LOCATE EXISTING UTILITY

CROSSINGS (SEE GENERAL NOTE 3 THIS SHEET)

12. DOGHOUSE MANHOLE DETAIL #732.05

13. PRECAST MANHOLE DETAIL #732.02

2" F

OS

2" F

OR

2" F

OS

2" F

OR 22" MIN. COVER

10" 10" 10" 36"

CU101

MECHANICAL TRENCH DETAIL

F

O R

F

O S

22" MIN. COVER

(REFER TO

PROFILE CU202)

24"

CU101

MECHANICAL TRENCH DETAIL

18"

FOR

1. REFER TO SHEETS CU201 AND CU202 FOR UTILITY PROFILES.

2. REFER TO SHEET CU501 AND CU502 FOR UTILITY DETAILS.

3. THE CONTRACTOR SHALL INVESTIGATE/PERFORM TEST PITS TO

DETERMINE ACTUAL LOCATIONS OF UTILITIES AT CONNECTION POINTS,

POTENTIAL AREAS OF CONFLICT WITH EXISTING UTILITIES, AND

ANYWHERE ELSE DEEMED NECESSARY. IT IS THE CONTRACTOR'S

RESPONSIBILITY TO INVESTIGATE THE EXISTING UTILITIES TO THE LEVEL

REQUIRED TO SAFELY PERFORM THE WORK AND PROTECT THE EXISTING

INFRASTRUCTURE. THE CONTRACTOR SHALL ENSURE THAT UTILITIES

THAT ARE TO REMAIN IN PLACE WITHIN THE PROJECT AREA ARE NOT

IMPACTED DURING CONSTRUCTION.

CIVIL UTILITY PLAN

CU101

LEGEND

11/20/2023

E G

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

EX DI 6

EX DI 5

EX SSMH 11

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

C

J

C

J

C

J

C

J

C

J

C

J

369.00 (M.E.)

368.03 (M.E.)

368.05 (M.E.)

368.10 (M.E.)

368.27 (M.E.)

368.28 (M.E.)

368.59 (M.E.)

369.52 (M.E.)

369.67 (M.E.)

368.83 (M.E.)

368.38 (M.E.)368.43 (M.E.)

369.16 (E.P.)

368.94 (E.P.)

368.76 (E.P.)

368.67 (E.P.)

368.53 (E.P.)

369.12 (E.P.)

369.27 (M.E.)

368.80 (T.O.C.)

368.60 (T.O.C.)

368.95 (T.O.C.)

368.90 (T.O.C.)

368.67 (T.O.C.)

368.65 (T.O.C.)

368.70 (T.O.C.)

368.50 (T.O.C.)

368.35 (T.O.C.)

368.45 (T.O.C.)

368.33 (T.O.C.)

368.64 (T.O.C.)

368.72 (T.O.C.)

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

M.E. MATCH EXISTING

E.P. EDGE OF PAVEMENT

T.O.C. TOP OF CONCRETE

CIVIL GRADING PLAN

CG101

1. REFER TO SHEET GI001 FOR GENERAL NOTES AND LEGEND.

2. REFER TO SHEET CD101 FOR CIVIL DEMOLITION PLAN.

3. REFER TO SHEET CU101 FOR CIVIL UTILITIES PLAN.

4. REFER TO SHEETS CS501 AND CS502 FOR CIVIL SITE DETAILS.

ABBREVIATIONS

11/20/2023

E

C

C

AC

AC

W

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

GERALDINE M. MCGHEE

PIN# 0812-72-97-2643

PID# 104598

DB 2309, PG 829

PB 107, PG 162

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

SEWER PIPE TERMINUS

NOT FOUND

56" RCP

INV: 356.91'

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 2

EX DMH 1

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

E

MONITORING

WELL (TYP.)

12" VCP

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

P

P

SSP1

SSP2

SS1

SS2

CE

TP

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SF

SF

SF

IP

CONTRACTOR

STAGING AND

LAYDOWN AREA

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

CONSTRUCTION ENTRANCE

TREE PROTECTION

INLET PROTECTION

SILT FENCE

6.06

1. TEMPORARY 5,000 GALLON ABOVE GROUND FUEL STORAGE

TANK MUST BE UL 2085 RATED.

2. REFER TO SHEET GC501 FOR EROSION AND SEDIMENT

CONTROL DETAILS.

1 TEMPORARY 5,000 GALLON ABOVE GROUND FUEL

STORAGE TANK AND ABOVE GROUND PIPING (REFER TO

MECHANICAL)

2 INSTALL TEMPORARY STEAM BOILERS IN EXISTING

MECHANICAL BUILDING (REFER TO MECHANICAL)

3 TEMPORARY CONSTRUCTION FENCE

4 PATCH EXISTING ASPHALT PAVEMENT

5 TEMPORARY CONSTRUCTION GATE

E4

CS501

CE

TP

IP

SF

6.05

6.51

6.62

E6

CS501

1. INSTALL CONSTRUCTION ENTRANCE, TREE PROTECTION, AND

SILT FENCE.

2. INSTALL TEMPORARY CONSTRUCTION FENCE AND GATE.

CONTRACTOR IS REQUIRED TO PROVIDE ACCESS THROUGH SITE

AS REQUIRED BY OWNER.

3. INSTALL SANITARY SEWER STRUCTURE SS1 AND SS2 AND PIPES

SSP1 AND SSP2. REMOVE PORTION OF EXISTING SANITARY

SEWER PER DEMOLITION DRAWINGS. BACKFILL AND PATCH WITH

ASPHALT PAVEMENT PER UTILITY DETAILS. CONTRACTOR IS TO

MAKE EVERY EFFORT TO MINIMIZE THE DURATION SITE ACCESS

IS LIMITED DO TO SANITARY SEWER INSTALLATION.

LEGEND

SEQUENCE OF CONSTRUCTION

CIVIL EROSION AND SEDIMENT

CONTROL PLAN - PHASE 1

CG102

11/20/2023

E

C

C

AC

AC

C

E

G ELECTRIC CABINET

ELECTRIC TRANSFORMER

ELECTRIC HANDHOLE

GENERATOR

MULTI-STORY HOSPITAL BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

BUILDING

METAL

SHED

GE

NE

RA

TO

R

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CO

NC

RE

TE

CONCRETE

CONCRETE

ASPHALT

ASPHALT

ASPHALT

ASPHALT

ASPHALT

CONCRETE

CONCRETE

FENCELINE

GAS STATION

STAIRS FOR ROOF ACCESS

LOT 61

N/F

LINNETTE M. EBANKS

PIN# 0812-72-88-4160

PID# 104599

DB 4925, PG 584

PB 107, PG 162

SEWER PIPE TERMINUS

NOT FOUND

EX SSMH 2

EX DI 6

EX DI 5

EX DI 7

EX DI 8

EX DMH 1

EX SSMH 11

EX SSMH 1

EX SSMH 3

EX SSMH 4

EX SSMH 5

EX DI 3EX DI 2

EX DI 1

CONCRETE

E

" V

CP

" R

CP

" R

CP

10" P

VC

8" CLAY

8" DIP

8" D

IP

" D

IP

8" CLAY

" V

CP

E

P

P

SSP1

SSP2

SS1

SS2

CE

TP

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

SF

SF

SF

IP

CONTRACTOR

STAGING AND

LAYDOWN AREA

Pl an

N or th Tr ue N or th

BLDG 7

7'- 6"

5'

1"

5'

5'

3/3

2"

1'

8'

1/1

6"

1'

1/3 2"

1'

1"

1"

1"

0'

1"

1"

9" 6"

3"

3"

1' 1'-

6" 1'

6"

1 1 /2"

1'

2' 1'

6"

1"

1' 3'

2' 1'

3/4

1'

4' 2'

1'

1/2

1' 6'

4' 2'

3/8

1'

8' 4'

3/1

6"

1' 8'

4' 2'

1/4

1'

8' 4'

1/8

1'

00KEYNOTES

KEY PLAN

GENERAL NOTES

Drawing Title

VA FORM 08 - 6231

F

CONSULTANTS:

750 W HAMPDEN AVE

SUITE 300

ENGLEWOOD, CO 80110

(720) 550-6307 WWW.VALHALLAENGINEERING.COMDate:Revisions:

10987654321

10987654321

E

D

C

B

A

F

E

D

C

B

A

ARCHITECT/ENGINEERS: STAMP:

Approved: Project Director

Phase Project Title

Location

Issue Date Checked Drawn

Project Number

Drawing Number

Building Number

Number:

C:

\U se rs\ mr oh all \D oc um en ts\

.04

_A

RC

H_ R2

3_ mr oh all va lha lla en gin ee rin g.c om

.rv t

1/4 /20

9:

:28

A M

REPLACE BOILERS

508 FULTON ST, DURHAM, NC 27705

558-22-152

GKT BWB

CONSTRUCTION

DRAWINGS

VEG 22.04 09/19/2023

127 NATIONWIDE DRIVE

LYNCHBURG, VA 24502

(434) 947-1901

WWW.WILEYWILSON.COM

0 10' 20'

SCALE: 1" = 10'

CONSTRUCTION ENTRANCE

TREE PROTECTION

INLET PROTECTION

SILT FENCE

6.06

1. TEMPORARY STABILIZATION OF EXCAVATION SHOWN IS SCHEMATIC IN

NATURE. CONTRACT MUST PROVIDE SOE PLAN STAMPED BY A

LICENCE PROFESSIONAL…