RTBT_STUB CFC DRAWINGS for EOI.pdf

PDF 25 MB Posted Feb 11, 2022

Attached to: RTBT Stub Construction Federal contract opportunity
Solicitation number: FY22_RTBT_Stub_Construction
Issued by: Department of Energy

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COOLING TOWER

CONTROL BUILDING

CONSTRUCTION

TRAILER AREA

SPRING 1

EL 917.46

SPRING 2

EL 919.20

WETLANDS

OLD CHESTNUT RIDGE ROAD

MCBEE LANE

LOS ALAMOS DRIVE

S P A

N D

WATER TOWER DRIVE

DRIVE

S P

A L

L A

N D

R I V

S P

A L L A

N D

BROOKHAVEN

DRIVE

PUMP HOUSE

DRIVE

8714B

N O

P A

R K

1ST FLOOR EL 1075.25

B-1 EL 1056.58

B-2 EL 1037.92

1ST FLOOR EL 1075.25

B-1 EL 1056.58

B-2 EL 1037.92

SATELLITE INSTRUMENT AREA

TARGET INSTRUMENT

SHOPS AREA

F F

E L

BASEMENT LEVEL EL 1052.92

INSTRUMEN T LEVEL EL 1072.92

MEZZANINE LEVEL EL 1089.25

EL 1072.92

BLDG 8100

BLDG 8200

BLDG 8300

BLDG 8200 BLDG 8200

BLDG 8300

BLDG 8200

BLDG 8340

B L

D G

BLDG 8914

B L

D G

B L

D G

BLDG 8520

BLDG 8200 BLDG 8200

BLDG 8200

BLDG 8540

BLDG 8700

BLDG 8600

BLDG 8913

BLDG 8912

BLDG 8911

BLDG 8910

BLDG 8330

BLDG 8310

BLDG 8300

BLDG

FF EL 1103.50

FF EL 1076.00

FF EL 1085.00

FF EL 1076.00 FF EL 1076.00

FF EL 1085.00

FF EL 1083.00

FF EL 1077.00

FF EL 1085.00

FF EL 1076.00

FF EL 1085.00

FF EL 1076.00

FF EL 1094.00

FF EL 1076.00

FF EL 1110.00

FF EL 1076.00

FF EL 1094.00

FF EL 1076.00

FF EL 1048.00

FF EL 1089.25

FF EL 1075.00

BLDG

BLDG 8610

FF EL 1056.58

BEAM LINE 7

BUILDING

(B U I L D I N G 8 7 0 7 )

F F E = 1 0 7 2 . 9 2

BEAM LINE

5 BLDG

(B U I L D I N G 8 7 0 5 ) F F E = 1 0 7 2 . 9 2

(FUTURE)

RETENTION

POND

RETENTION

POND

FF EL 1086.00

BLDG 8920

BLDG

PEDESTRIAN WALKWAY

NATURAL GAS

PRV STATION

BLDG 8320

BLDG

808T

8200F

8200E

8200D

8200C

8200B

963056

423339

139338

OPEN

STORAGE

SHELTER

BLDG 8350

414947

006272

BLDG 8930

FF EL 1070.50

855T

CONCRETE

PAD

PAVED

RAMP

BLDG 8300

FF EL 1085.00

LCLC

PROJECT AREA

SHEET NUMBER SHEET NAME R

ARCHITECTURAL

A0101 SYMBOLS & ABBREVIATIONS

A0102 PPU RTBT STUB FLOOR PLAN

A0103 PPU RTBT STUB ROOF PLAN

A0331 BUILDING ELEVATION & SECTIONS

A0421 ENLARGED PLANS & DETAILS

A0422 DETAILS

MECHANICAL

M0001 SYMBOLS, ABBREVIATIONS, AND GENERAL NOTES

M0101 LEVEL 01 - HVAC DUCTWORK AND PIPING PLAN

M0501 SCHEDULES, CONTROLS, AND DETAILS

ELECTRICAL

E0001 ELECTRICAL NOTES, LEGENDS, SYMBOLS, AND

ABBREVIATIONS

E0101 LIGHTING PLAN

E0201 POWER & SYSTEMS PLAN

E0401 CONDUIT PLANS AND ELEVATIONS

E0601 ELECTRICAL SCHEDULES

E0701 ELECTRICAL DETAILS

E0702 GROUNDING DETAILS

SHEET NUMBER SHEET NAME R

GENERAL

G0000 COVER SHEET

CIVIL

C0000 SITE ACCESS & GENERAL NOTES

C0021 EXISTING CONDITIONS, DEMOLITION AND INITIAL EROSION

CONTROL PLAN

C0201 PHASE 1 GRADING, DRAINAGE & INTERMEDIATE EROSION

CONTROL PLAN

C0202 PHASE 2 GRADING, DRAINAGE & INTERMEDIATE EROSION

CONTROL PLAN

C0203 PHASE 3 GRADING, DRAINAGE & INTERMEDIATE EROSION

CONTROL PLAN

C0204 PARTIAL BACKFILL GRADING DRAINAGE & FINAL EROSION

CONTROL PLAN

C0401 EMBANKMENT LINER DEMOLITION & INSTALLATION PLAN

C0501 SITE SECTIONS

C0701 SITE DETAILS

C.0702 SITE DETAILS

STRUCTURAL

S0001 GENERAL NOTES AND ABBREVIATIONS

S0101 LEVEL 01 FOUNDATION PLAN

S0102 ROOF FRAMING PLAN

S0301 TYPICAL CONCRETE DETAILS

S0302 CONCRETE DETAILS

PPU- RTBT STUB PRELIMINARY AND

FINAL DESIGN

SPALLATION NEUTRON SOURCE - OAK RIDGE NATIONAL LABORATORY

OAK RIDGE, TENNESSEE

Certified For Construction - 7/11/2019

Index of Drawings

8 7 6 5 4 3 2 1

225 N. Michigan Avenue, Suite 1100. Chicago, Illinois 60601 T: 312.332.9600 F: 312.332.9601

St. Louis Baltimore Boston Buffalo Calgary Chicago Houston Los Angeles Mumbai New York Phoenix San Francisco Shanghai

Toronto Vancouver Victoria Washington DC

NUMBER OF

SECTION OR

DETAIL

DRAWING ON

WHICH SECTION

OR DETAIL IS

SHOWN OR TAKEN

SECTION AND DETAIL KEY

THIS DOCUMENT

CONTROLLED BY

CHANGE CONTROL SYSTEM

ENGINEERING

PROCEDURE

REVISION OR ISSUE PURPOSE

DESCRIPTION DSN CHK DEPT DATE REQ RPE DATE

REVISION OR ISSUE REVIEWERS INTER-DISCIPLINE CHECK

RPE NO ST CV EC EE IEEM M PD SE AR

REV. DATE

RPE

REV

CHANGE

TYPE

CHANGE

CONTROL

SYSTEM

CHANGE

REQUEST

NUMBER

DRAWING APPROVALS

REQ

CHK

DRW

DSN

NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO

THE ACCURACY, COMPLETENESS OR USEFULNESS OF THE INFORMATION OR

STATEMENTS CONTAINED IN THESE DRAWINGS, OR THAT THE USE OR

DISCLOSURE OF ANY INFORMATION, APPARATUS, METHOD, OR PROCESS

DISCLOSED IN THESE DRAWINGS MAY NOT INFRINGE PRIVATE RIGHTS OF

OTHERS. NO LIABILITY IS ASSUMED WITH RESPECT TO THE USE OF, OR FOR

DAMAGES RESULTING FROM THE USE OF ANY INFORMATION, APPARATUS,

METHOD, OR PROCESS DISCLOSED IN THESE DRAWINGS. DRAWINGS MADE

AVAILABLE FOR INFORMATION TO BIDDER ARE NOT TO BE USED FOR OTHER

PURPOSES AND ARE TO BE RETURNED UPON REQUEST OF THE FORWARDING

CONTRACTOR.

managed for the DEPARTMENT OF ENERGY under

PROJECT NAME:

Oak Ridge National Laboratory

UT-BATTELLE, LLC, © Oak Ridge, Tennessee

PPU - RTBT PRELIMINARY AND FINAL DESIGN

A/E DRAWING NUMBER

CERTIFIED FOR CONSTRUCTION

JULY 11, 2019

O R N L

G R

N O R T H

U E

N O R

34°46'±

NOT FOR CONSTRUCTION

UTB

4 ------0

MARK CONNELL

TBD

NEXT ASS'Y: FINAL ASS'Y:

DEPT

UTBPE DATE PJ DATE DATE DATE

U.S. GOVERNMENT contract DE-AC05-000R22725

1 48 49 50 PLANT BLDG

8 82003 X X

FL SH. OF

1 1

TYPE CLASS

51 52 53 WBS

NC NA

REV

1.8.3.2

COVER SHEET

G0000

M. MICHILINI

J. HOWARD

A. BELTRAN

Applicable Codes, Standards and Ordinances

• 2012 INTERNATIONAL BUILDING CODE

• 2012 INTERNATIONAL MECHANICAL CODE

• 2012 INTERNATIONAL PLUMBING CODE

• 2012 INTERNATIONAL FUEL GAS CODE

• 2012 INTERNATIONAL ENERGY CONSERVATION CODE

• 2012 INTERNATIONAL FIRE CODE

• NFPA 101 - LIFE SAFETY CODE, LATEST EDITION

• ICC/ANSI A117.1 - 1998 ACCESSIBLE USABLE BUILDINGS AND

FACILITIES

• 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.

• NFPA 1, FIRE CODE, LATEST EDITION.

• NFPA 10, PORTABLE FIRE EXTINGUISHERS

• NFPA 13, INSTALLATION OF SPRINKLER SYSTEMS, LATEST

EDITION

• ASCE 7-10 – MINIMUM DESIGN LOADS FOR BUILDINGS AND

OTHER STRUCTURES

• ACI 318-11 – BUILDING CODE REQUIREMENTS FOR

STRUCTURAL CONCRETE

• AISC 360-10 – SPECIFICATION FOR STRUCTURAL STEEL

BUILDING.

• DOE STD 1020-12 DOE-STD-1020-2012, NATURAL PHENOMENA

HAZARD ANALYSIS AND DESIGN CRITERIA FOR DEPARTMENT

OF ENERGY FACILITIES.

• NFPA 70, THE NATIONAL ELECTRICAL CODE, LATEST EDITION

• NFPA 72, NATIONAL FIRE ALARM AND SIGNALLING CODE,

LATEST EDITION.

• NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-

CONDITIONING AND VENTILATION SYSTEMS, LATEST

EDITION.

• NFPA 110, STANDARD FOR EMERGENCY AND STANDBY

POWER SYSTEMS, LATEST EDITION.

• NFPA 780, STANDARD FOR INSTALLATION OF LIGHTNING

PROTECTION SYSTEMS, LATEST EDITION.

REFERENCE DRAWING

C1.31.01 ACCELERATOR TUNNEL BERM SHIELDING R8E8550E001 REV 0

B R

G E

P E

D E S T

G E

BETHEL VALLEY ROAD

S T

R E

E T

WHITE OAK AVENUE

W E

A D

T H

R E

E T F

R E

E T

CENTRAL AVENUE

R E

E T

METER

FL.E

L.7

96.

EL.8

04.

EL.8

04.

16"S.P.

E ,7

N21,809.6

E33,754.8

N21,824.7

E33,753.4

20"S.P.

795.81 tell.comm

796.37 top.duct.bank

798.75

CR.BOX

798.75

CR.BOX

802.07 mh-39

802.29

PLAN

801.63

PLAN

797.51 duct-bank

796.61 duct-bank

797.11 duct-bank

797.80 duct-bank

797.79 duct-bank

797.29 duct-bank

796.89 duct-bank

795.24 duct-bank

801.18

CNTR-TYP-AD

801.20

CONC-PAD-CRNR

801.20

CONC-PAD-CRNR

801.25

CONC-PAD-CRNR

801.20

CONC-PAD-CRNR

795.31

12IN-HDPE-INV

800.05107

800.05

800.09

800.11

799.25 tellcomm

799.33 tellcomm

798.48 duct-bank

797.26 duct-bank

798.38 duct-bank

798.72 crn-vault 798.52 crn-vault

798.50 crn-vault 799.00 tellcomm

798.82 tellcomm798.77 tellcomm 799.08 tellcomm

797.50 tellcomm

798.92 tellcomm

797.96 tellcomm-vault-s

799.40 tellcomm

799.33 tellcomm

798.69 duct-bank 798.94 tell.comm

798.95 top.duct.bank

796.59 top.duct.bank

798.37 tell.comm

800.10 tell.comm.box

801.57

HH-S8

801.50

HH-S8

801.50

HH-S8

801.57

HH-S8

800.53 1137-cp

798.85

CR.BOX

801.43 lp-2

801.72 lp-1

801.26 swgr#6 sw.cr

803.56 swgr 6 ne

801.22 swgr 5 sw

804.35 swgr 5

800.51 mh-38

798.12

DUCT*BANK

797.61

DUCT*BANK

796.14 7424-cp

800.75

DB-TURNUP

800.81

DB-TURNUP

800.49 tel.comm

800.44 tel.comm

800.06 duct.bank

800.67 duct.bank

799.48 duct.bank

798.48 top.duct.bank

799.24 top.duct.bank

798.72 tel.comm

801.76

BAP

801.69

HH-S11801.67

HH-S11

801.63

HH-S11

801.65

HH-S11

800.76

DB-TURNUP

801.06

DB-TURNUP

801.03

DB-TURNUP 801.68

DB-TURNUP-DBL

801.72

DB-TURNUP-DBL

802.49 7423-cp

801.17

TEL.COMM.DUCT

799.87

TEL.COMM.DUCT

799.51

TEL.COMM.DUCT

799.44

TEL.COMM.DUCT

800.64

CR.BOX

800.77

CR.BOX

800.81

CR.BOX

799.17

TEL.COMM.DUCT

799.49

DB.TO-LP3-68

799.46

DUCT.BANK

799.48

DUCT.BANK

802.71 mh-40

802.81 10000-cp

801.11

DUCT*BANK129

800.99

DUCT*BANK

800.59

DUCT*BANK

800.23

DUCT*BANK

799.62

DUCT*BANK

803.16 1629-cp

799.23

INV 799.32

803.73

556-nail

CONC-PAD-CRNR

POLE

LIGHT

EXIST.

795.81 tell.comm

796.37 top.duct.bank

798.75

CR.BOX

798.75

CR.BOX

802.07 mh-39

802.29

PLAN

801.63

PLAN

797.51 duct-bank

796.61 duct-bank

797.11 duct-bank

797.80 duct-bank

797.79 duct-bank

797.29 duct-bank

796.89 duct-bank

795.24 duct-bank

801.18

CNTR-TYP-AD

801.20

CONC-PAD-CRNR

801.20

CONC-PAD-CRNR

801.25

CONC-PAD-CRNR

801.20

CONC-PAD-CRNR

795.31

12IN-HDPE-INV

800.05107

800.05

800.09

800.11

799.25 tellcomm

799.33 tellcomm

798.10 1600-cp

795.54 1350-cp

800.10

1349-nail

798.48 duct-bank

797.26 duct-bank

798.38 duct-bank

798.72 crn-vault 798.52 crn-vault

798.50 crn-vault 799.00 tellcomm

798.82 tellcomm798.77 tellcomm 799.08 tellcomm

797.50 tellcomm

798.92 tellcomm

797.96 tellcomm-vault-s

799.40 tellcomm

799.33 tellcomm

798.69 duct-bank 798.94 tell.comm

798.95 top.duct.bank

796.59 top.duct.bank

798.37 tell.comm

800.10 tell.comm.box

801.57

HH-S8

801.50

HH-S8

801.50

HH-S8

801.57

HH-S8

800.53 1137-cp

798.85

CR.BOX

801.43 lp-2

801.72 lp-1

801.26 swgr#6 sw.cr

803.56 swgr 6 ne

801.22 swgr 5 sw

804.35 swgr 5

800.51 mh-38

798.12

DUCT*BANK

797.61

DUCT*BANK

796.14 7424-cp

800.75

DB-TURNUP

800.81

DB-TURNUP

800.49 tel.comm

800.44 tel.comm

800.06 duct.bank

800.67 duct.bank

799.48 duct.bank

798.48 top.duct.bank

799.24 top.duct.bank

798.72 tel.comm

801.76

BAP

801.69

HH-S11801.67

HH-S11

801.63

HH-S11

801.65

HH-S11

800.76

DB-TURNUP

801.06

DB-TURNUP

801.03

DB-TURNUP 801.68

DB-TURNUP-DBL

801.72

DB-TURNUP-DBL

802.49 7423-cp

801.17

TEL.COMM.DUCT

799.87

TEL.COMM.DUCT

799.51

TEL.COMM.DUCT

799.44

TEL.COMM.DUCT

800.64

CR.BOX

800.77

CR.BOX

800.81

CR.BOX

799.17

TEL.COMM.DUCT

799.49

DB.TO-LP3-68

799.46

DUCT.BANK

799.48

DUCT.BANK

802.71 mh-40

802.81 10000-cp

801.11

DUCT*BANK129

800.99

DUCT*BANK

800.59

DUCT*BANK

800.23

DUCT*BANK

799.62

DUCT*BANK

803.16 1629-cp

799.23

INV 799.32

803.73

556-nail

CONC-PAD-CRNR

SWSA 2

SWSA 1

TOP 803.5

N22,587.6

4"AL

TOP 803.4

N22,589.22"AL

N22,279

ABANDONED

D O

E D

N22,249 4" S.S.

2•" S.S.

T .O .C

E ,0

T.O.C. 838.8

N22,663

2" S.S. 2" S.S.

T.O.C. 835.1

E31,327

N22,687

SPARE LINES

4 EA.•" S.S.

2" S .S. S

PARE

S .S

E ,3

N22,614.2

G .I

S .S

E S

E. 31338.0

E. 31337.25

T.O.C. 836.1 N. 22747

S .S

E. 31631.8 2" AL 6" AL

4" AL

E. 31751.5 N. 22724

2" SS

C I

INV. 827.2

E. 31468.3 N. 22819.2

2" AL.

N. 22760

A L

A B

A N

D O

N E

S .S

12"S.S.

N21,722 D

INV.792.3

T.O.P.792.7

S .S

E .3

N21,722

12"S.S.

EL. 795.8

E. 32692.1

E L

C L

N. 21734

C O

N D

12" COND.

IN 12" COND.

1•" OXYGEN

E. 32584.4

E L

INV. 785.7N. 21464

N.21464

E.31727 N.21480

INV.785.8 INV.785.1

N.21458 N.21458

E .3 ƒ" C.U.

E .3

S .S

E .3

E ,2

E .3

V .8

N .2

2" S.S.

S .S

INV.840.9

N.22625.2

N.22680

V .8

STORAGE TANKS

DEMINERALIZED WATER

FROM 3004

T.O.P. 785.3

T.O.P. 785.3 ƒ" C.U.

INV.785.6

1•" INV.785.7 INV.785.9

INV.786.4

E.32051

1‚" 2•" 2" 1•" 1•"

L EL. 798.1C

V .7

N.21614D

K L

E R

12"COND.

10"SF6 E.34383.0

S-2 1/2"-125#

ABANDONED

14"S.P. 10"

BOLLARD

N. 20757.59

E. 31331.73

TOP. 822.41

N21,849.2

EL. 822.772

E 33481.759

N 22744.323

EL. 822.239

E 33489.758

N 22750.361

WVWV

E ,2

SLEEVE

6" STEEL

1•"

A B

A N

D O

N E

ABANDONED ABANDONED

BEAR CREEK

ROAD

A V

E N

U E

BETHEL VALLEY ROAD

C L

C H

RIVER

TO KNOXVILLE

MELTON

B L

R O

A D

OAK RI

DGE TURNPIKE

R O

A N

C O

U N

T Y

A N

D E

R S

O N

C O

U N

T Y

MT. VERNON RD.

MELTON HILL LAKE

HILL DAM

K25SITE

EDGEMOOR

RD.

P E

L L

P I P

K Y

SCARBORO RD.

SITE ACCESS PLAN

M E

L T

L L

E Y

T R

R T

34°46'

O R

R T

LOCATION MAP

GENERAL

C0000

GRADING

LANDSCAPE AND SEEDING

EROSION CONTROL

LOCATION

SITE

Site Access & General Notes

35.

34.

33.

32.

31.

30.

29.

28.

27.

26.

25.

24.

23.

22.

21.

20.

19.

18.

17.

16.

15.

14.

13.

12.

11.

10.

PERFORMED TO ENSURE THAT STABILIZED AREAS CONTINUOUSLY MEET COMPANY'S APPROVAL.

STOCKPILES, OR WHERE ACTIVE CONSTRUCTION ACTIVITIES ARE OCCURRING. MAINTENANCE SHALL BE

THIS DOES NOT APPLY TO THOSE AREAS WHICH ARE CURRENTLY BEING USED FOR STORAGE,

B. FIFTEEN (15) CALENDAR DAYS FOR ALL OTHER DISTURBED OR GRADED AREAS.

SLOPES, AND ALL SLOPES GREATER THAN 3 HORIZONTAL TO 1 VERTICAL (3:1) AND,

A. SEVEN (7) CALENDAR DAYS FOR ALL PERIMETER CONTROLS, DIKES, SWALES, DITCHES, PERIMETER

TEMPORARILY CEASES, TEMPORARY OR PERMANENT STABILIZATION SHALL BE COMPLETED WITHIN:

FOLLOWING INITIAL SOIL DISTURBANCE, IF WORK ON A PORTION OF THE PROJECT SITE PERMANENTLY OR

COMPANY.

THE COMPANY. IF PLASTIC IS NOT FEASIBLE, SEDIMENT CONTROLS SHALL BE INSTALLED AS DIRECTED BY THE

STOCKPILES SHALL BE COVERED WITH PLASTIC PRIOR TO RAIN EVENTS, UNLESS OTHERWISE APPROVED BY

EXISTING VEGETATION SHALL BE PROTECTED AS MUCH AS FEASIBLE.

WORK AND DISTURBANCE WITHIN RIPARIAN ZONES SHALL BE MINIMIZED.

SEDIMENT SHALL BE PREVENTED FROM DISCHARGING FROM THE PROJECT SITE.

DISPOSED OFF-SITE OR STABILIZED TO PREVENT EROSION, WITH STABILIZATION APPROVED BY THE COMPANY.

DISPOSAL OF E&SCS OFF-SITE. SEDIMENT COLLECTED IN E&SCS SHALL EITHER BE REMOVED AND PROPERLY

SELLER IS RESPONSIBLE FOR REMOVAL OF E&SCS, WITHOUT DAMAGING FINAL STABILIZATION, AND PROPER

E&SCS SHALL BE MAINTAINED UNTIL FINAL STABILIZATION, AS APPROVED BY THE COMPANY, IS COMPLETE.

REFER TO SECTION 01 55 00-ENVIRONMENTAL PROTECTION FOR ADDITIONAL E&SC REQUIREMENTS.

CONTROL HANDBOOK.

E&SCS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH TDEC'S EROSION AND SEDIMENT

DAYS OR PRIOR TO THE NEXT RAIN EVENT, WHICHEVER OCCURS FIRST.

THAT ARE NOTED TO BE DAMAGED OR INEFFECTIVE SHALL BE REPAIRED OR MODIFIED WITHIN 7 CALENDAR

INSPECTION FORMS SHALL BE COMPLETED AS PER SECTION 01 55 00-ENVIRONMENTAL PROTECTION. E&SCS

E&SCS SHALL BE INSPECTED AT LEAST ONCE A WEEK DURING OR IMMEDIATELY AFTER A RAIN EVENT.

SEDIMENT CONTROL CERTIFIED PERSONNEL.

PERSONNEL. ALL INSPECTIONS OF E&SCS SHALL BE COMPLETED BY TDEC LEVEL 1 EROSION PREVENTION AND

ENVIRONMENT AND CONSERVATION (TDEC) LEVEL 1 EROSION PREVENTION AND SEDIMENT CONTROL CERTIFIED

E&SCS SHALL BE INSTALLED AND MAINTAINED UNDER THE SUPERVISION OF TENNESSEE DEPARTMENT OF

REFER TO SECTION 31 25 00-EROSION CONTROL FOR ADDITIONAL REQUIREMENTS.

THE COMPANY.

E&SCS SHALL BE STRICTLY ENFORCED. ALL E&SCS ARE SUBJECT TO FIELD MODIFICATION AS DIRECTED BY

STORM WATER RUN-ON FROM ADJACENT PROPERTIES.

AREAS OF DISTURBANCE, UPON APPROVAL BY THE COMPANY. E&SCS MAY ALSO INCLUDE CONTROL OF

THAT THE CONTROL IS DESIGNED TO PROTECT. E&SCS MAY BE INSTALLED INCREMENTALLY, DEPENDING ON

EACH EROSION AND SEDIMENT CONTROL (E&SC) SHALL BE INSTALLED PRIOR TO INITIATION OF THE ACTIVITIES

AS INDICATED ON THE PLANS.

AND/OR AS SHOWN ON THE PLANS. THESE MEASURES SHALL CONSIST OF STRAW BALE AND SILT FENCES

EROSION/SEDIMENTATION CONTROL MEASURES SHALL BE PLACED DOWNHILL FROM ALL GRADING OPERATIONS

UNNECESSARY CANOPY REMOVAL (TREES, SHRUBS, ETC) IS PROHIBITED.

CLEARING AND GRUBBING IS TO BE HELD TO THE MINIMUM WIDTH NECESSARY TO ACCOMMODATE SLOPES.

ENTER NEARBY STREAMS.

CONTAMINATE SURROUNDING AREAS OR

STOCKPILED TOPSOIL OR FILL MATERIAL IS TO BE CONTROLLED SO THE SEDIMENT RUN-OFF WILL NOT

THE SELLER SHALL REPAIR THE STRUCTURES AT THE SELLER'S OWN EXPENSE.

EROSION CONTROL STRUCTURES ARE NOT DAMAGED AND THUS MADE INEFFECTIVE. IF DAMAGE DOES OCCUR, DURING SEDIMENT REMOVAL, THE SELLER SHALL TAKE CARE TO INSURE THAT STRUCTURAL COMPONENTS OF

SEE SPECIFICATION SECTION 31 25 00 FOR MINIMUM REQUIREMENTS.

THEREFORE, "INSPECTION" AND "MAINTENANCE" OF STRUCTURES IS TO BE PERFORMED ON A REGULAR BASIS.

TO INSURE EROSION CONTROL STRUCTURES WORK PROPERLY, IT IS IMPERATIVE THE SEDIMENT BE REMOVED, FOR THE INTENDED PURPOSE, IN THE OPINION OF THE COMPANY, THEY SHALL BE REMOVED.

WHEN THE TEMPORARY SOIL EROSION AND WATER POLLUTION CONTROL DEVICES ARE NO LONGER REQUIRED

MULCHED AND SEEDED.

AS SOON AS POSSIBLE AFTER GRADING IS COMPLETED. ALL GRADED AREAS INCLUDING SLOPES ARE TO BE

PURPOSES.

NO TREES ARE TO BE REMOVED AND/OR VEGETATION DISTURBED EXCEPT AS NECESSARY FOR GRADING

REQUIREMENTS.

ALL SOIL EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED IN ACCORDANCE WITH ORNL

BEFORE GRADING OR EARTH MOVING.

DO NOT DESTROY, REMOVE, OR DISTURB VEGETATIVE GROUND COVER MORE THAN 20 CALENDAR DAYS

BACKFILL AND STABILIZE TRENCHES AND PITS PROMPTLY.

EROSION CONTROL DEVICES SHALL BE MAINTAINED DURING ALL PHASES OFCONSTRUCTION.

SHALL BE FULLY OPERATIONAL DURING CONSTRUCTION.

TAKING PLACE, EXCEPT THOSE CONSTRUCTION ACTIVITIES NECESSARY TO INSTALL SUCH MEASURES, AND

SEDIMENT AND SOIL EROSION MEASURES SHALL BE INSTALLED PRIOR TO ANY CONSTRUCTION ACTIVITIES

PERMIT FOR CONSTRUCTION OR REMOVAL OF MINOR ROAD CROSSINGS. DATED APRIL 7, 2015.

DEPARTMENT OF ENVIRONMENT AND CONSERVATION (TDEC) - GENERAL AQUATIC RESOURCE ALTERATION

CONTRACTOR SHALL COMPLY WITH ALL SPECIAL AND GENERAL CONDITIONS DESCRIBED BY THE TENNESSEE

FOR UTILITY LINE CROSSINGS, DATED APRIL 7, 2015.

DEPARTMENT OF ENVIRONMENT AND CONSERVATION (TDEC) - GENERAL AQUATIC RESOURCE ALERATION PERMIT

CONTRACTOR SHALL COMPLY WITH ALL SPECIAL AND GENERAL CONDITIONS DESCRIBED BY THE TENNESSEE

BE HALTED AND EFFECTIVE CONTROLS SHALL BE IMPLEMENTED BEFORE THE ACTIVITY IS RESUMED.

ASSOCIATED WITH DEWATERING ACTIVITIES ARE FOUND TO BE INEFFECTIVE, THE DEWATERING ACTIVITY SHALL

INSPECTED TO VERIFY THAT SEDIMENT IS BEING ADEQUATELY CONTROLLED. IF SEDIMENTATION CONTROLS

WATER IS DISCHARGED FROM THOSE ACTIVITIES (BOTH STORM DRAINS AND RECEIVING STREAMS) SHALL BE

DISCHARGE OF SEDIMENT TO THE RECEIVING STREAM. DURING DEWATERING ACTIVITIES, LOCATIONS WHERE

RUNOFF IS DISCHARGED TO A RECEIVING STREAM TO ENSURE THAT E&SCS ARE EFFECTIVELY PREVENTING

ROUTINE INSPECTIONS OF E&SCS SHALL INCLUDE OBSERVATIONS OF LOCATIONS WHERE STORM WATER

REINSTALLED BEFORE ANY RAIN EVENT AND BEFORE THE END OF THE WORK SHIFT.

E&SCS MAY BE TEMPORARILY REMOVED IF NECESSARY TO ACCOMPLISH WORK ACTIVITIES, BUT MUST BE

IN SUCH A WAY THAT THEY SHALL NOT BE TRANSPORTED FROM THE SITE BY STORM WATER RUNOFF.

THE SELLER SHALL CONTROL WASTES, GARBAGE, DEBRIS, WASTEWATER, AND OTHER SUBSTANCES ON THE SITE

LIKELY POINT OF ORIGIN OR OTHER AREA APPROVED BY THE COMPANY.

SEDIMENT SHALL NOT INCLUDE FLUSHING THE AREA WITH WATER. SEDIMENT SHALL BE RETURNED TO THE

ROADWAYS SHALL BE KEPT CLEARED OF ACCUMULATED SEDIMENT. BULK CLEARING OF ACCUMULATED

31 25 00-SEEDING AND SECTION 31 22 70-EROSION CONTROL.

SEEDING AND MULCHING (BOTH TEMPORARY AND PERMANENT) SHALL COMPLY WITH REQUIREMENTS IN SECTION

THE EXCAVATION UNLESS AN ALTERNATIVE ARRANGEMENT IS APPROVED BY THE COMPANY.

COMPLETED ON THE SAME DAY. EXCAVATION EQUIPMENT AND STOCKPILES SHALL BE ON THE UPHILL SIDE OF

THAN ONE DAY. SILT FENCE MAY NOT BE REQUIRED FOR TRENCH EXCAVATION AND BACKFILL THAT IS

DOWNHILL/DOWNGRADIENT SIDE OF ANY STOCKPILE OR DISTURBED AREA THAT SHALL REMAIN FOR MORE

SELLER SHALL INSTALL APPROPRIATE SEDIMENTATION CONTROL (E.G, SILT FENCE) ON

AT LOCATIONS SHOWN ON PLANS WITH EXCELSIOR MATTING.

COVER SEEDED SLOPES WHERE GRADE IS 3 HORIZONTAL TO 1 VERTICAL (3:1) OR GREATER OR OTHER AREAS

REVISION.

CONTRACTOR SHALL TAKE RESPONSIBILITY FOR THE COST OF ANY

PROCEEDING WITH THE WORK. IF COMPANY IS NOT NOTIFIED, THE

SELLER SHALL BE REQUIRED TO NOTIFY THE COMPANY BEFORE

DRAWINGS, OR IF PROBLEMS ARE ENCOUNTERED DURING CONSTRUCTION, THE

IN THE EVENT OF ANY DISCREPANCIES AN/OR ERRORS FOUND IN THE

PRIOR TO THE FIELD CHANGES.

ANY CHANGE IN THE APPROVED PLANS SHALL BE APPROVED BY THE COMPANY

ALL ANGLES ARE 90° UNLESS OTHERWISE NOTED.

ALL DIMENSIONS SHOWN ARE TO FACE OF CONCRETE UNLESS OTHERWISE NOTED.

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ORNL REQUIREMENTS.

CONVENIENCE OF THE GENERAL PUBLIC.

THE SELLER FROM HIS RESPONSIBILITIES TOWARD THE SAFETY AND

NOTHING IN THE GENERAL NOTES OR SPECIAL PROVISIONS SHALL RELIEVE

CIVIL SUMMARY OF WORK:

GENERAL NOTES:

PROJECT SITE LOCATION

STOCKPILE SHALL BE FINISH GRADED TO DRAIN AND SEED WITH MULCH TO ESTABLISH VEGETATION.

GRADE STOCKPILE DURING CONSTRUCTION TO DRAIN. AT COMPLETION OF CONSTRUCTION REMAINING

32 92 19.

FINISH GRADE IN ACCORDANCE WITH SPECIFICATION 31 22 19 AND SEED IN ACCORDANCE WITH SPECIFICATION

SEED AND TOPSOIL ALL DISTURBED AREAS.

APPROVED METHODS.

DUST TO BE A PROBLEM, THE SELLER SHALL CONTROL THE DUST BY SPRINKLING OR BY OTHER COMPANY

ALL AVAILABLE PRECAUTIONS SHALL BE TAKEN TO CONTROL DUST. WHEN THE COMPANY OR SELLER JUDGES

TOPSOIL SHALL BE STOCKPILED IN AREAS SHOWN OR IN AREAS APPROVED BY THE COMPANY.

CONSTRUCTION FOR BACKFILL.

ONLY EXCAVATED MATERIAL MEETING THE REQUIREMENTS FOR FILL MAY BE REUSED WITHIN THE LIMITS OF

SOILED AND SEEDED BY THE SELLER.

ALL NEWLY GRADED EARTHEN AREAS THAT ARE NOT TO BE PAVED OR LEFT AS STONE, SHALL BE TOP

INSTALLED IN SELLER'S SCOPE.

OF THE PHASES. ADDITIONAL EARTHWORK MAY BE REQUIRED FOR STUB INSTALLATION AND SHALL BE

THE PROPOSED CONTOURS SHOWN ON THE PLANS REPRESENT FINISH GRADE ELEVATION AT THE COMPLETION

CONTROLS ESTABLISHED BY THE SELLER.

SHOULD BE BROUGHT TO THE ATTENTION OF THE COMPANY. THE COMPANY WILL NOT BE RESPONSIBLE FOR

DRAWINGS. THE SELLER SHALL VERIFY CONTROL PRIOR TO STARTING CONSTRUCTION. ANY DISCREPANCIES

CONSTRUCTION WORK SHALL BE STAKED OUT USING HORIZONTAL AND VERTICAL CONTROL PROVIDED ON

WITHOUT FIRST OBTAINING THE PROPER REGULATORY PERMITS.

CIRCUMSTANCES SHALL EQUIPMENT BE OPERATED IN STREAM CHANNELS, INCLUDING DRY STREAM CHANNELS, PERMITS THAT MAY BE REQUIRED BY ANY OTHER FEDERAL, STATE OR LOCAL AGENCY. UNDER NO

ANY ADJACENT WATERCOURSE. THIS DOES NOT ELIMINATE THE NEED TO OBTAIN ANY OTHER LICENSES OR

MATERIAL SHALL BE DISPOSED OF IN UPLAND (NON-WETLAND) AREAS AND ABOVE ORDINARY HIGH WATER OF

FEDERAL EMERGENCY MANAGEMENT AGENCY OR ANY OTHER FLOODWAY WITHOUT APPROVAL BY SAME. ALL

THE SELLER SHALL NOT DISPOSE OF ANY MATERIAL IN A REGULATORY FLOOD WAY AS DEFINED BY THE

INCLUDES THE REMOVAL OF ACCUMULATED SEDIMENT FROM STREAM CHANNELS.

DRY STREAM CHANNELS, MAY NOT BE REPAIRED WITHOUT THE PROPER ENVIRONMENTAL PERMITS. THIS

BE REPAIRED BY THE SELLER AT HIS EXPENSE. HOWEVER, DAMAGE DONE TO STREAM CHANNELS, INCLUDING

ANY AREA THAT IS DISTURBED OUTSIDE LIMITS OF CONSTRUCTION DURING THE LIFE OF THIS PROJECT SHALL

WITH PROJECT PLANS AND SPECIFICATIONS.

MAINTAIN EXISTING EROSION CONTROL AND STABILIZE ALL NEWLY GRADED SLOPES IN ACCORDANCE

BACKFILL SLOPES AS SHOWN ON PLANS.

THE ELEVATION OF THE PROPOSED LINER. INSTALL NEW EMBANKMENT LINER AND FINE GRADE THE

BACKFILL ADJACENT TO NEW TUNNEL AS SHOWN ON THE PLANS. CONTINUE FILL OPERATIONS TO

REMOVE EXISTING FRENCH DRAINS FR-1 AND FR-2, AREA INLET AD-3 AND STORM PIPE SD-3.

TO AD-4.

STUB CONSTRUCTION AND PRIOR TO BACKFILLING. THESE NEW FOUNDATION DRAINS WILL BE TIED

CONTRACTOR SHALL INSTALL NEW FOUNDATION DRAINS (FDN-2 AND FDN-3) AT THE COMPLETION OF

PHASE 3- SHEET C0204

MAINTAIN EXISTING EROSION CONTROL.

FOUNDATION DRAINAGE SYSTEM TO EXISTING AREA DRAIN AD-4.

INSTALLED AT THE BEGINNING OF PHASE 2 TO PROVIDE FOR DRAINAGE DISCHARGE. TIE THE

THE COMPLETE CONSTRUCTION FOUNDATION DRAINAGE SYSTEM (FDN-1 AND FDN-2) SHALL BE

AND TO PROTECT THE SUBGRADE SOILS FROM PROLONGED EXPOSURE TO THE ELEMENTS. ALTHOUGH

SELLER MAY CHOOSE TO INSTALL STONE BASE IN INTERVALS TO ALIGN WITH TUNNEL CONSTRUCTION

SELLER SHALL INSTALL SHEET PILING AND THEN EXCAVATE STUB AREA.

COMPANY FOR APPROVAL PRIOR TO PROCEEDING WITH PHASE 2.

SELLER WILL BE REQUIRED TO SUBMIT PE-CERTIFIED PLANS FOR PROPOSED SHEET PILING TO THE

PHASE 2 SHEET C0203

INSTALL SLOPE MATTING AS REQUIRED, INSTALL INLET PROTECTION ON AD-1.

COVER SLOPES WITH SHOTCRETE FOR EROSION PROTECTION AS SHOWN ON PLANS. RE-INSTALL OR

SWALES.

FINE GRADE PROJECT AREA FOR POSITIVE DRAINAGE TO INSTALLED STORM DRAIN STRUCTURES AND

10" HDPE STORM PIPE SD-3 AND STRUCTURE AD-3 AND CONNECT TO EXISTING AREA INLET AD-1.

INSTALL NEW FRENCH DRAINS (FR-1 AND FR-2) AT BOTTOM OF SLOPE IN STUB AREA. INSTALL NEW

STRUCTURES DURING EXCAVATION.

CAREFULLY EXCAVATE BY HAND OR SOME OTHER MEANS TO PROTECT EXISTING BELOW GRADE

LOCATE EXISTING BELOW GRADE STRUCTURES BY METHOD OF POT HOLING. SELLER SHALL

EXISTING TUNNEL LINER TO THE LIMITS SHOWN ON DRAWING C0401. THE SELLER SHALL FIELD

EXCAVATE AND GRADE BACK SLOPES AT 1.5:1 IN STUB AREA TO NEW ELEVATION 1082.75. REMOVE

EXCAVATE AND GRADE NEW 0.10-ACRE GRAVEL LAYDOWN AREA OVER EXISTING TUNNEL ACCESS.

PHASE 1 SHEET C0021 & C0202

ROAD AND SILT FENCE AS SHOWN ON PLANS.

SWALES, FILTER RING AROUND STORM INLET IN SWALE, CONCRETE WASHOUT AT TOP OF GRAVEL

PROPOSED STORM INLETS WITHIN LIMITS OF CONSTRUCTION, OUTLET PROTECTION AT HEADWALLS IN

INSTALL SLOPE MATTING WITH SEEDING ON ALL 3:1 SLOPES, INLET PROTECTION ON ALL EXISTING AND

AREA.

PIPES SD-1, SD-2 AND SD-4 AND STRUCTURES TO DRAIN TO NEW SWALES ALONG GRAVEL LAYDOWN

MAINTENANCE DRIVE TO TIE-IN TO THE NEW GRAVEL LAYDOWN AREA. INSTALL NEW 10" HDPE STORM

PARKING TO DISCHARGE INTO EXISTING CHANNEL SOUTH OF THE PROJECT. REVISE EXISTING FTS

AREA. INSTALL PROPOSED SWALE TO THE EAST OF THE CONSTRUCTION TRAILER AND PROPOSED

LAYDOWN AREA. INSTALL TWO SWALES TO THE EAST AND SOUTH SIDE OF THE GRAVEL LAYDOWN

EXCAVATE AND GRADE NEW GRAVEL ACCESS ROAD FROM TOP OF LOOP ROAD TO THE NEW GRAVEL

CONTRACTOR PARKING AREA FOR THE SELLER'S USE.

AREA PRIOR TO OR DURING PHASE 0 ACTIVITIES. COMPANY WILL DESIGNATE AN OFF-SITE

SELLER TO MOBILIZE THE CONSTRUCTION TRAILER AND PREPARE CONSTRUCTION MANAGER PARKING

PHASE 0 OR SUBSEQUENT GRADING ACTIVITIES.

AS SHOWN ON C0021. REMAINING DEMO SHOWN ON C0021 WILL BE REMOVED BY OWNER OR DURING

ENTRANCE, INLET PROTECTION OF EXISTING CATCH BASINS, AND INSTALL SILT FENCING TO THE SOUTH

PRIOR TO ANY LAND DISTURBANCE COMPLETE REMOVAL OF EXISTING FENCE, INSTALL CONSTRUCTION

PHASE 0 SHEET C0021 & C0201

R T

27°46'

R T

PHONE (423) 756-3025 // FAX (423) 756-8477

1110 Market Street // Suite 200 // Chattanooga, Tennessee 37402

8 7 6 5 4 3 2 1

225 N. Michigan Avenue, Suite 1100. Chicago, Illinois 60601

T: 312.332.9600 F: 312.332.9601

St. Louis Baltimore Boston Buffalo Calgary Chicago Houston

Los Angeles Mumbai New York Phoenix San Francisco Shanghai

Toronto Vancouver Victoria Washington DC

NUMBER OF

SECTION OR

DETAIL

DRAWING ON

WHICH SECTION

OR DETAIL IS

SHOWN OR TAKEN

SECTION AND DETAIL KEY

THIS DOCUMENT

CONTROLLED BY

CHANGE CONTROL SYSTEM

ENGINEERING

PROCEDURE

REVISION OR ISSUE PURPOSE

DESCRIPTION DSN CHK DEPT DATE REQ RPE DATE

REVISION OR ISSUE REVIEWERS INTER-DISCIPLINE CHECK

RPE NO ST CV EC EE IEEM M PD SE AR

REV. DATE

RPE

REV

CHANGE

TYPE

CHANGE

CONTROL

SYSTEM

CHANGE

REQUEST

NUMBER

DRAWING APPROVALS

REQ

CHK

DRW

DSN

NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO

THE ACCURACY, COMPLETENESS OR USEFULNESS OF THE INFORMATION OR

STATEMENTS CONTAINED IN THESE DRAWINGS, OR THAT THE USE OR

DISCLOSURE OF ANY INFORMATION, APPARATUS, METHOD, OR PROCESS

DISCLOSED IN THESE DRAWINGS MAY NOT INFRINGE PRIVATE RIGHTS OF

OTHERS. NO LIABILITY IS ASSUMED WITH RESPECT TO THE USE OF, OR FOR

DAMAGES RESULTING FROM THE USE OF ANY INFORMATION, APPARATUS,

METHOD, OR PROCESS DISCLOSED IN THESE DRAWINGS. DRAWINGS MADE

AVAILABLE FOR INFORMATION TO BIDDER ARE NOT TO BE USED FOR OTHER

PURPOSES AND ARE TO BE RETURNED UPON REQUEST OF THE FORWARDING

CONTRACTOR.

managed for the DEPARTMENT OF ENERGY under

PROJECT NAME:

Oak Ridge National Laboratory

UT-BATTELLE, LLC, © Oak Ridge, Tennessee

A/E DRAWING NUMBER

UTB

4 ------0

MARK CONNELL

TBD

NEXT ASS'Y: FINAL ASS'Y:

DEPT

UTBPE DATE PJ DATE DATE DATE

U.S. GOVERNMENT contract DE-AC05-000R22725

1 48 49 50 PLANT BLDG

8 82003 C X X

FL SH. OF

1 1

TYPE CLASS

51 52 53 WBS

NC NA

REV

STARTING

POINT A

BCN

BSP

COLLINS PPU-RTBT STUB PRELIMINARY AND FINAL DESIGN

JULY 11, 2019

CERTIFIED FOR CONSTRUCTION

TOP-801.18'

INV. IN/12"-793.81'

INV. IN/15"-793.31'

INV. OUT/18"-793.14'

INV. IN-795.31'

FOR FUTURE USE

SEAL CONDUITS

TOP-801.18'

INV. IN/12"-793.81'

INV. IN/15"-793.31'

INV. OUT/18"-793.14'

INV. IN-795.31'

7000A

7981A

7035C

7035A

7035B

4500N

45214510

4500S

3025E

7035E

7035F

2521F 2

2521E

7078A

7078B

7078C

30333032

31263125

26502649

25232621

2652B

2652A

2652C

6556B

7078D

6556E

FARM

NORTH TANK

6556A

6556C

6556D

6556S

6556K

6556M

2519B

2528A

1506 1505

3503A

6551 6552

SUBSTATION

7078H

7078G

31643163

2519C

7077C

P O

N D

A E

R A

N E

A S

P O

N D

A E

R A

N W

E S

P O

N D

P O

N D

P O

N D

P O

N D

P O

3019A

POND

FARM

SOUTH TANK

2032 3

3010A

7077B

2719A 2719C

2719D

2719B

2719E

2523A

4517 ST6

6556-

STACK, 3166

VENTILATION

PROPOSED

& FUEL TANK, 3168

DIESEL GENERATOR

PROPOSED

4100B

SEPARATOR PIT

OIL / WATER

HOUSE

TANKS & PUMP

OIL STORAGE

HOUSE

VALVE

STORAGE FAC. 3167

PROPOSED, ACID

SWITCHYARD

TOWER

METEOROLOGICAL

NOAA

3170A

3170B

4100A

2026-ES

2026-FP

3033A

SIGN

CMS

SIGN

ELS

SIGN

CCS

SIGN

HFIR SIGN

SNS

CT1-5100

4511-SB

B S

A S

3505-SB

2013-SB

3026-SB

2506-SB

POND

RETENTION

DETENTION POND

452181

414947

006272

POND

RETENTION

POND

RETENTION

8200F

8200C

808T

963056

423339

139338

SHELTER

STORAGE

OPEN

850T

8200A

8200B

8200D

ADDITION (FUTURE)

CNMS BOILER

(FUTURE)

OFFICE BUILDING

CHESTNUT RIDGE

PRV STATION

NATURAL GAS

S P

L W

A Y

7019A

2519D

& 2024-SB

2000-SB

STORAGE

EQUIPMENT

FUTURE LAWN

SWITCHGEAR BLDG

ELECTRICAL

HOUSE

SWITCH

CONTROL/

GENERATOR

EMERGENCY

0975B

0975A 0926A

0926B

HOUSE

VALVE

0902-PAD

0902A

CELL TOWER

UPGRADE PROJECT

FUTURE POWER

SHOP

FABRICATION

HASELWOOD

854T

853T

A 3

8916-SB

4511A

4500NTK1

2519A

7019B

7019C

6556-ST2

6556-ST1

6556-ST9

S T

3504-SB

0961-SB

3503-SB

3508-SB

2004-SB

-SB

-S B30

2521G

C E N T R A L A V E N U E

HILLSIDE AVENUE

OAK AVENUEWHITE

HILLTOP CIRCLE

CENTRAL AVENUE

HILLSIDE

AVENUE

PARKING AREA

WEST END CIRCLE

PARKING

AREA

PARKING

AREA

PARKING

AREA

PARKING

AREA

PARKING

AREA

PARKING AREA

WHITE OAK AVENUE

PARKING AREA

E N

R O

A D

HILLTOP CIRCLE

ROAD

CENTRAL AVENUE

WHITE OAK AVENUEWHITE OAK AVENUE

BETHEL VALLEY

ROAD

PARKING

PARKING AREA

AREA

BETHEL VALLEY ROAD

CENTRAL AVENUE

WHITE OAK AVENUE

ROAD

WHITE OAK AVENUE W H I T E O A K A V E N U EWHITE OAK AVENUE

ROADVALLEYBETHEL

BETHEL

V A

L L E

TOP OF PAVEMENT

EL.837.405

E.32832.491

N.22494.067

A C C E S S

T O

R E S E R V O I R

B E T

H E L

R E

E T

T H

S T

R E

E T

S E

C O

N D

S T

R E

E T

N O

R T

T H

D S

T R

E E

S T

R E

E T

T H

D S

T R

R E

R T

R E

A C

T O

R D

W E

S T

E N

D R

O A

D W

E S

S T

R E

E T

S T

R E

E T

P A

R K

G A

R E

S T

R E

E T

P A

R K

E A

P A

R K

E A

P A

R K

E A

P A

R K

E A

W A

L K

S E

C O

N D

S T

S O

U T

W A

L K

S T

R E

E T

P A

R K

G A

R E

P A

R K

G A

R E

S T

R E

E T

S E

C O

N D

S T

S O

U T

N O

C E

S S

R O

A D

T H

S T

R E

E T

ALLEY

S E

V E

N T

H S

T R

E E

R E

E T

B E T H E L V A L L E Y R O A D B E T H E L V A L L E Y R O A D

R E

E T

R O

A D

B E T

H E L

BETHEL

ROAD

T H

S T

R E E T

THI

STREET

THI

STREET

S T

R E E T

S T

T R

E E T

R E

E T

L A

G O

A D

T H

R E

E T

LAGOON R

OAD

R O A D

A C C E S S R O A D T O R E S E R V O I R

VALLEY

D R

M E L T

L L E

VALLEY

S E

V E

N T

H S

T R

E E

CENTRAL AVENUECENTRAL AVENUE

W H I T E O A K A V E N U E W H I T E O A K A V E N U E

VAULT

MECHANICAL

CATCH BASIN

TOP=1069.43'

INV=1054.73'

MANHOLE

TOP=1073.33'

CATCH BASIN

MANHOLE

TOP=1084.10'

INV=1067.20'

CATCH BASIN

TOP=1070.60'

INV=1062.53'

INV=1058.37 OUT

INV=1058.43 IN

1067.28

12X12X6.T.SET

0.00

12X12X6.T

1055.34

IE 1060.27 -18" OUT

TC 1066.17

FUTURE AREA DRAIN

TEMPORARY GRATE

IE 1049.17

TC 1072.07

STORM JB

IE = 1059.57 24" OUT

IE = 1059.61 18" IN

IE = 1066.18 8" IN

TOP=1080.70

FUTURE AREA DRAIN

TEMPORARY GRATE

CATCH BASIN

IE 1048.19 - 36" IN

IE 1048.24 -24" OUT

TC 1064.89

CB (NO GRATE)

N9955.22

N9949.89

E22944.66

E22941.37

8" HDPE

18"HDPE

H D

P E

DPE

S D

T T T T

T T

S01

E U

T EU

E U

EUEU EUEU

E U

GV GV

G G

HWR

H W

R H

W R

HWR HWR

H W

HWR

H W

R H

W S

H W

S H

W S

HWS

H W

HWS HWS HWS

H W

HWS

H W

HWS

H W

CA CA CA CA CA CA

C A

CA CA

C A

TWS TWS TWS TWS TWS TWS

T W

TWS

T W

TWS

T W

S T

W S

TWS

TWR TWR TWR

T W

TWR TWR

T W

TWR

T W

TWR

T W

TWR

CHWS CHWS CHWS CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

S CHW

CHWS CHWS

CHWS

C H

W S

C H

W S

C H

W S

C H

W S

CHWS

CHWR CHWR CHWR

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

CHWR CHWR

C H

W R

C H

W R

C H

W R

C H

R CHWR

CHWR

C H

W R

C H

W R

C H

W R

C H

W R

CHWR

H W

R H

W S

C A

T W

C H

W S

C H

W R

CHWR

CHWS

HWR

6" 6"

S S

P D

S S

12"

W W

W W W W

W W

W W W W W W

W W

10" 10"W

10"

PIV

DYH

C L

1"CL

1" C

C L

1"CL

1"C L

1"CL

W 8"

E U

P D

T T

E U

CHW

F L O

W A B

S D

EU EU

E U

2" PPS

P P S

4" PPS

E U

F M

6" D

OOF

DRAI

S D

E U

2" PPS

INV=1104.06

E U

F M

E U

EU EU

E U

EU EU

E U

6"DISCHARGE PIPE

6"DISCHARGE

C H

A R

CHARGE

E U

TEE

HDPE

D P E

P E

D P E

H D P E

P E

PIPE

13.8 KV

S S

V C

S D

D P

S D

ROOF

DRAI

6" D

12"

HDPE

S D

SD S

S D

N D

E R

D R

P E

D P

P E P

P D

10" HDPE

18"HDPE

S D

T T

H09 T

E U

M34

E U

H W

R H

W R

HWR

HWS

H W

C A

T W

S T

W S

TWS TWS TWS

T W

TWS

TWR TWR

T W

R T

W R

C H

W S

CHWS CHWS

C H

W S

CHWR

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

CHWR

C H

W R

T W

HWS

S S

P D

12"

W W

E21808.78

N9900.34

E U

CHW

S D

EU 2" PPS

P P S

S D

E U

TEU

E U

EL=1072.97

E 22939.030

N 10492.935

CONTROL MONUMEN

EL=1068.49

E 22971.370

N 10101.531

CONTROL MONUMENT #108

6" HDPE

E U

C A

C H

W S

C H

W S

FDL

F D L

15" HDPE

H D P E

S D

E U

EL=1085.52

E 21936.837

N 9952.662

MONUMENT #106

CONTROL

S D

D P

6" HDPE

01060

SQLP

BOLLARD

FF. EL.1072.88

CP-417

NAIL

MON

CP-1374

NAIL

USER SIGN

RESERVED

SIGN

CONSTRUCTION

CONCRETE

IE-1086.24

6" CPP

IE-1088.29

6"CPP

VAULT

ELECTRICAL

PIPE

12" VERTICAL

PANEL

ELECTRIC

8200F

PANEL

ELECTRIC

PIPE

12" VERTICAL

TC-1083.15

STORM MANHOLE

AREA SIGN

SUPPORT

PANEL

ELECTRIC

IE-1078.50

12" CPP

E T

A V

A S

P H

A L

G R A V E L

LINER

P P S

PPS

P P S

C O

N C

R E T

IE-1068.92 OUT

IE-1069.02 IN

TC-1071.82

STORM MANHOLE

IE-1070.66

CONNECTION

ROOF DRAIN

M E V A P T L A H P S A

EL 1112.77

E 22190.962

N 10300.966

CP-1000

EL 1070.95

E 22486.798

N 10077.463

CP-1375

MON

EL 1070.59

E 22666.775

N 9895.761

CP-111

FF. EL.1074.82

IE-1066.43

DOCK

CONCRETE

C O

N C

R E T

C O

N C

C O

N C

12"

IE-1055.63

TC-1059.83

AREA DRAIN

IE-1054.16

TC-1059.43

AREA DRAIN

IE-1047.90 OUT

IE-1048.13 IN

IE-1051.81 IN

IE-1056.90 IN

TC-1063.35

AREA DRAIN

12"

01060

BOLLARD

CP-745

FF. EL.1081.94

IE-1073.02

TC-1077.81

AREA DRAIN

A S

P H

N T

WALL

IE-1078.31

TC-1081.07

AREA DRAIN

S N

S E x tra c tio n K ic k e r

S N

S E x tra c tio n K ic k e r

F N

{ALL CORR/BPM}{ALL CORR/BPM}

Q07zm

DV08K1zm

DV08K2zm

DV08K3zm

Q08Nzm

DV09RK1zm

DV09RK2zm

DV09RK3zm

Q09zm

Q07 z1

DV0

Q08 Nz

DV0

K1 z1

DV0

K2 z1

DV0

K3 z1

Q09 z1

Q07 z0

DV0

Q08 Nz

DV0

K1 z0

DV0

K2 z0

DV0

K3 z0

Q09 z0

DH1

INJECT11INJECT11

OCTUPOLE

COLLIMATOR CR

QUAD

PULSING

QUAD

PULSING QUAD

QUADPULSING

QUAD

PULSING

QUAD

PULSING

QUAD

RTST_START

MARKER

R O

R L

5.141 [202.409]

0.500 [19.685]

5.291 [208.315]

0.500 [19.685]

B P

M B

P M

B P

30' 60'

SCALE: 1 INCH = 30 FEET

15'30' 0'

PHONE (423) 756-3025 // FAX (423) 756-8477

1110 Market Street // Suite 200 // Chattanooga, Tennessee 37402

8 7 6 5 4 3 2 1

225 N. Michigan Avenue, Suite 1100. Chicago, Illinois 60601

T: 312.332.9600 F: 312.332.9601

St. Louis Baltimore Boston Buffalo Calgary Chicago Houston

Los Angeles Mumbai New York Phoenix San Francisco Shanghai

Toronto Vancouver Victoria Washington DC

NUMBER OF

SECTION OR

DETAIL

DRAWING ON

WHICH SECTION

OR DETAIL IS

SHOWN OR TAKEN

SECTION AND DETAIL KEY

THIS DOCUMENT

CONTROLLED BY

CHANGE CONTROL SYSTEM

ENGINEERING

PROCEDURE

REVISION OR ISSUE PURPOSE

DESCRIPTION DSN CHK DEPT DATE REQ RPE DATE

REVISION OR ISSUE REVIEWERS INTER-DISCIPLINE CHECK

RPE NO ST CV EC EE IEEM M PD SE AR

REV. DATE

RPE

REV

CHANGE

TYPE

CHANGE

CONTROL

SYSTEM

CHANGE

REQUEST

NUMBER

DRAWING APPROVALS

REQ

CHK

DRW

DSN

NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO

THE ACCURACY, COMPLETENESS OR USEFULNESS OF THE INFORMATION OR

STATEMENTS CONTAINED IN THESE DRAWINGS, OR THAT THE USE OR

DISCLOSURE OF ANY INFORMATION, APPARATUS, METHOD, OR PROCESS

DISCLOSED IN THESE DRAWINGS MAY NOT INFRINGE PRIVATE RIGHTS OF

OTHERS. NO LIABILITY IS ASSUMED WITH RESPECT TO THE USE OF, OR FOR

DAMAGES RESULTING FROM THE USE OF ANY INFORMATION, APPARATUS,

METHOD, OR PROCESS DISCLOSED IN THESE DRAWINGS. DRAWINGS MADE

AVAILABLE FOR INFORMATION TO BIDDER ARE NOT TO BE USED FOR OTHER

PURPOSES AND ARE TO BE RETURNED UPON REQUEST OF THE FORWARDING

CONTRACTOR.

managed for the DEPARTMENT OF ENERGY under

PROJECT NAME:

Oak Ridge National Laboratory

UT-BATTELLE, LLC, © Oak Ridge, Tennessee

A/E DRAWING NUMBER

UTB

4 ------0

MARK CONNELL

TBD

NEXT ASS'Y: FINAL ASS'Y:

DEPT

UTBPE DATE PJ DATE DATE DATE

U.S. GOVERNMENT contract DE-AC05-000R22725

1 48 49 50 PLANT BLDG

8 82003 C X X

FL SH. OF

1 1

TYPE CLASS

51 52 53 WBS

NC NA

REV

STARTING

POINT A

BCN

BSP

COLLINS PPU-RTBT STUB PRELIMINARY AND FINAL DESIGN

T R

R T

27°46'

R T

JULY 11, 2019

CERTIFIED FOR CONSTRUCTION

W A S H

O U T

C O

N C R E T E

C0021

E 22 284.86 N 9 962.57

EXISTING TARGET

REMOVED

TO BE

STORM LINE

EXISTING

LEGEND:

SF SF

WASHOUT

CONCRETE

AREAS TO BE REMOVED OR DEMOLISHED

BLDG 8540

LOS ALAMOS DRIVE

BLDG

BLDG 8520

AREA

BANK

DUCT

BLDG

SERVICE

RTBT

BLDG

BLDG 8700

BLDG 8930

BLDG 8910

BLDG 8913

BUILDING

BEAM LINE 7

5 BLDG

BEAM LINE

S P

A L L A T

N D

ALL

ATI

N D

N O

R T H P

E R

E T E

R D

BROOKHAVEN DRIVE

JEFFERSON DRIVE

CONSTRUCTION (NIC)

THE START OF

OTHERS PRIOR TO

DEMOLISHED BY

EXISTING BLDG TO BE

Initial Erosion Control Plan

Existing Conditions, Demolition &

AND BE PROTECTED

PANEL TO REMAIN

EXISTING ELECTRIC

PROTECTED

LINE TO REMAIN AND BE

UNDERGROUND POWER

EXISTING

VENT/ALIGNMENT PIPE

PROTECT EXISTING

REMOVED

POWER LINE TO BE

EXISTING UNDERGROUND

SILT FENCE (SEE SHEET C0702, DETAIL 1)

INLET PROTECTION (SEE SHEET C0702, DETAIL 2)

CONCRETE WASHOUT (SEE SHEET C0702, DETAIL 5)

CONSTRUCTION EXIT (SEE SHEET C0702, DETAIL 3)

DIVERSION DITCH (SEE SHEET C0702, DETAIL 8)

OUTLET PROTECTION (SEE SHEET C0702, DETAIL 6)

MONUMENT

SNS CONTROL

PHASE 0

REMOVED IN

TO BE

STRUCTURE

EXISTING

PHASE 0

REMOVED IN

TO BE

STORM LINE

EXISTING

PHASE 0

REMOVED IN

TO BE

HEADWALL

EXISTING

PHASE 0

REMOVED IN

FENCE TO BE

EXISTING

TO REMAIN

DUCT BANK

EXISTING

VAULT AND LINES

ELECTRICAL

PROTECT EXISTING

BLDG.

DUCT TO FORMER

TEE AND REMOVE

CUT DUCT BANK AT

SHUTDOWN

LINER AFTER

BACK TO EXISTING

EXISTING LINER DRAIN

PHASE 1: DEMOLISH

DETAIL 3 ON E0701.

ACCORDANCE WITH

GRADING LIMITS IN

BANK IN PROPOSED

WILL REMOVE DUCT

CONSTRUCTION. SELLER

BY COMPANY PRIOR TO

WIRING TO BE REMOVED

PHASE 1: EXISTING PPS

CATCH BASIN

TOP=1069.43'

INV=1054.73'

MANHOLE

TOP=1073.33'

CATCH BASIN

MANHOLE

TOP=1084.10'

INV=1067.20'

CATCH BASIN

TOP=1070.60'

INV=1062.53'

INV=1058.37 OUT

INV=1058.43 IN

IE 1060.27 -18" OUT

TC 1066.17

FUTURE AREA DRAIN

TEMPORARY GRATE

IE = 1059.57 24" OUT

IE = 1059.61 18" IN

IE = 1066.18 8" IN

TOP=1080.70

FUTURE AREA DRAIN

TEMPORARY GRATE

CATCH BASIN

IE 1048.19 - 36" IN

IE 1048.24 -24" OUT

TC 1064.89

CB (NO GRATE)

8" HDPE

18"HDPE

H D

P E

DPE

S D

T T T T

T T

S01

E U

T EU

E U

EUEU EUEU

E U

GV GV

G G

HWR

H W

R H

W R

HWR HWR

H W

HWR

H W

R H

W S

H W

S H

W S

HWS

H W

HWS HWS HWS

H W

HWS

H W

HWS

H W

CA CA CA CA CA CA

C A

CA CA

C A

TWS TWS TWS TWS TWS TWS

T W

TWS

T W

TWS

T W

S T

W S

TWS

TWR TWR TWR

T W

TWR TWR

T W

TWR

T W

TWR

T W

TWR

CHWS CHWS CHWS CHWS

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

W S

C H

S CHW

CHWS CHWS

CHWS

C H

W S

C H

W S

C H

W S

C H

W S

CHWS

CHWR CHWR CHWR

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

CHWR CHWR

C H

W R

C H

W R

C H

W R

C H

R CHWR

CHWR

C H

W R

C H

W R

C H

W R

C H

W R

CHWR

H W

R H

W S

C A

T W

C H

W S

C H

W R

CHWR

CHWS

HWR

6" 6"

S S

P D

S S

12"

W W

W W W W

W W

W W W W W W

W W

10" 10"W

10"

PIV

DYH

C L

1"CL

1" C

C L

1"CL

1"C L

1"CL

W 8"

E U

P D

T T

E U

CHW

F L O

W A B

S D

EU EU

E U

2" PPS

P P S

4" PPS

E U

F M

6" D

OOF

DRAI

S D

E U

2" PPS

INV=1104.06

E U

F M

E U

EU EU

E U

EU EU

E U

6"DISCHARGE PIPE

6"DISCHARGE

C H

A R

CHARGE

E U

TEE

HDPE

D P E

P E

D P E

H D P E

P E

PIPE

13.8 KV

S S

V C

S D

D P

S D

ROOF

DRAI

6" D

12"

HDPE

S D

SD S

S D

N D

E R

D R

P E

D P

P E P

P D

10" HDPE

18"HDPE

S D

T T

H09 T

E U

M34

E U

H W

R H

W R

HWR

HWS

H W

C A

T W

S T

W S

TWS TWS TWS

T W

TWS

TWR TWR

T W

R T

W R

C H

W S

CHWS CHWS

C H

W S

CHWR

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

C H

W R

CHWR

C H

W R

T W

HWS

S S

P D

12"

W W

E21808.78

N9900.34

E U

CHW

S D

EU 2" PPS

P P S

S D

E U

TEU

E U

EL=1072.97

E 22939.030

N 10492.935

CONTROL MONUMEN

EL=1068.49

E 22971.370

N 10101.531

CONTROL MONUMENT #108

6" HDPE

E U

C A

C H

W S

C H

W S

FDL

F D L

15" HDPE

H D P E

S D

E U

EL=1085.52

E 21936.837

N 9952.662

MONUMENT #106

CONTROL

S D

D P

6" HDPE

01060

SQLP

BOLLARD

FF. EL.1072.88

CP-417

NAIL

MON

CP-1374

NAIL

USER SIGN

RESERVED

SIGN

CONSTRUCTION

VAULT

ELECTRICAL

PIPE

12" VERTICAL

PIPE

12" VERTICAL

AREA SIGN

SUPPORT

E T

A V

A S

P H

A L

G R A V E L

LINER

C O

N C

R E T

IE-1068.92 OUT

IE-1069.02 IN

TC-1071.82

STORM MANHOLE

M E V A P T L A H P S A

EL 1112.77

E 22190.962

N 10300.966

CP-1000

EL 1070.95

E 22486.798

N 10077.463

CP-1375

MON

EL 1070.59

E 22666.775

N 9895.761

CP-111

FF. EL.1074.82

IE-1066.43

DOCK

CONCRETE

C O

N C

R E T

C O

N C

C O

N C

12"

IE-1055.63

TC-1059.83

AREA DRAIN

IE-1054.16

TC-1059.43

AREA DRAIN

IE-1047.90 OUT

IE-1048.13 IN

IE-1051.81 IN

IE-1056.90 IN

TC-1063.35

AREA DRAIN

12"

01060

BOLLARD

CP-745

FF. EL.1081.94

A S

P H

N T

WALL

PANEL

ELECTRIC

S N

S E x tra c tio n K ic k e r

S N

S E x tra c tio n K ic k e r

F N

{ALL CORR/BPM}{ALL CORR/BPM}

Q07zm

DV08K1zm

DV08K2zm

DV08K3zm

Q08Nzm

DV09RK1zm

DV09RK2zm

DV09RK3zm

Q09zm

Q07 z1

DV0

Q08 Nz

DV0

K1 z1

DV0

K2 z1

DV0

K3 z1

Q09 z1

Q07 z0

DV0

Q08 Nz

DV0

K1 z0

DV0

K2 z0

DV0

K3 z0

Q09 z0

DH1

INJECT11INJECT11

OCTUPOLE

COLLIMATOR CR

QUAD

PULSING

QUAD

PULSING QUAD

QUADPULSING

QUAD

PULSING

QUAD

PULSING

QUAD

RTST_START

MARKER

R O

R L

5.141 [202.409]

0.500 [19.685]

5.291 [208.315]

0.500 [19.685]

B P

M B

P M

B P

PANEL

ELECTRIC

PANEL

ELECTRIC

PPS

P P S

30' 60'

SCALE: 1 INCH = 30 FEET

15'30' 0'

N 10 384.64

E 22 439.35

N 10 294.08

E 22 397.61

N 10 222.66

E 22 448.66

N 10 409.61

E 22 414.16

N 10 326.57

E 22 291.82

N 10 191.59

E 22 404.37

N 10 251.53

E 22 374.31

N 10 211.90

E 22 294.61

N 10 115.70

E 22 360.10

N 10 099.20

E 22 334.59

ELEV. 1079.72

E 22 545.91

N 10 552.99

N 10 276.32

E 22 380.23

N 10 260.32

E 22 269.22

N 10 213.48

E 22 251.82

N 10 174.08

E 22 248.15

N 10 139.01

E 22 258.44

N 10 107.02

E 22 277.37

W A S H

O U T

C O

N C R E T E

PHONE (423) 756-3025 // FAX (423) 756-8477

1110 Market Street // Suite 200 // Chattanooga, Tennessee 37402

8 7 6 5 4 3 2 1

225 N. Michigan Avenue, Suite 1100. Chicago, Illinois 60601

T: 312.332.9600 F: 312.332.9601

St. Louis Baltimore Boston Buffalo Calgary Chicago Houston

Los Angeles Mumbai New York Phoenix San Francisco Shanghai

Toronto Vancouver Victoria Washington DC

NUMBER OF

SECTION OR

DETAIL

DRAWING ON

WHICH SECTION

OR DETAIL IS

SHOWN OR TAKEN

SECTION AND DETAIL KEY

THIS DOCUMENT

CONTROLLED BY

CHANGE CONTROL SYSTEM

ENGINEERING

PROCEDURE

REVISION OR ISSUE PURPOSE

DESCRIPTION DSN CHK DEPT DATE REQ RPE DATE

REVISION OR ISSUE REVIEWERS INTER-DISCIPLINE CHECK

RPE NO ST CV EC EE IEEM M PD SE AR

REV. DATE

RPE

REV

CHANGE

TYPE

CHANGE

CONTROL

SYSTEM

CHANGE

REQUEST

NUMBER

DRAWING APPROVALS

REQ

CHK

DRW

DSN

NO REPRESENTATION OR WARRANTY, EXPRESSED OR IMPLIED, IS MADE AS TO

THE ACCURACY, COMPLETENESS OR USEFULNESS OF THE INFORMATION OR

STATEMENTS CONTAINED IN THESE DRAWINGS, OR THAT THE USE OR

DISCLOSURE OF ANY INFORMATION, APPARATUS, METHOD, OR PROCESS

DISCLOSED IN THESE DRAWINGS MAY NOT INFRINGE PRIVATE RIGHTS OF

OTHERS. NO LIABILITY IS ASSUMED WITH RESPECT TO THE USE OF, OR FOR

DAMAGES RESULTING FROM THE USE OF ANY INFORMATION, APPARATUS,

METHOD, OR PROCESS DISCLOSED IN THESE DRAWINGS. DRAWINGS MADE

AVAILABLE FOR INFORMATION TO BIDDER ARE NOT TO BE USED FOR OTHER

PURPOSES AND ARE TO BE RETURNED UPON REQUEST OF THE FORWARDING

CONTRACTOR.

managed for the DEPARTMENT OF ENERGY under

PROJECT NAME:

Oak Ridge National Laboratory

A/E DRAWING NUMBER

UTB

4 ------0

MARK CONNELL

TBD

NEXT ASS'Y: FINAL ASS'Y:

DEPT

UTBPE DATE PJ DATE DATE DATE

U.S. GOVERNMENT contract DE-AC05-000R22725

1 48 49 50 PLANT BLDG

8 82003 C X X

FL SH. OF

1 1

TYPE CLASS

51 52 53 WBS

NC NA

REV

STARTING

POINT A

BCN

BSP

COLLINS PPU-RTBT STUB PRELIMINARY AND FINAL DESIGN

T R

R T

27°46'

R T

JULY 11, 2019

CERTIFIED FOR CONSTRUCTION

STORM DRAIN PIPE TABLE

PIPE SIZE SLOPEMATERIAL

10" HDPE

HDPE

L.F. IE UPIE DOWN PHASE 0 PHASE 1 PHASE 2 PHASE 3

INSTALL TO REMAIN TO REMAIN TO REMAIN

INSTALL

FR-1

FR-2

6" INSTALL

INSTALL

SD-1

SD-2

SD-3 TO REMAIN

TO REMAIN

6" INSTALL

INSTALL TO REMAIN

TO REMAIN

REMOVE

HDPE PERF.

30.9

STORM STRUCTURE TABLE

SIZE

30"

PHASE 0 PHASE 1 PHASE 2 PHASE 3

INSTALL TO REMAIN TO REMAIN TO REMAIN

INSTALL

HW-1

AD-1

AD-2

AD-4 TO REMAIN

TO REMAIN

STRUCTURE

30"

INSTALL

HW-2 NA

TO REMAIN

TO REMAININSTALL

TO REMAIN

91.3

1070.5 1070.5

1070.5 1071.0

1073.8

1074.0

FDN-1

FDN-2

10" HDPE INSTALLSD-4 TO REMAIN

INSTALL TO REMAIN TO REMAIN TO REMAIN

30"AD-3 REMOVE

INSTALL TO REMAIN TO REMAIN TO REMAIN

INSTALL TO REMAIN

0.5%

68.3 1070.5 1080.3

1071.2

110.7

64.3

1080.3

TO REMAIN

74.5

6" INSTALL

INSTALLHDPE PERF.

HDPE PERF.

FDN-3

FDN-4

0.6%

8" 14.3%

1071.5

1071.0 1071.0

1071.0 1071.00%

1073.94

DETAIL 4, SHEET C0701

ALL AREA DRAIN STRUCTURES SHALL BE 30" NYLOPLAST DRAIN BASINS IN ACCORDANCE WITH *

C0201

E 22 284.86 N 9 962.57

EXISTING TARGET

3 :

3 : 1

3 :

3 : 1

LEGEND:

SF SF

WASHOUT

CONCRETE

S P A

A T

N D

BLDG 8700

BUILDING

BEAM LINE 7

5 BLDG

BEAM LINE

BLDG

LOS ALAMOS DRIVE

BLDG 8910

BLDG 8540

BLDG

AREA

BANK

DUCT

BLDG

SERVICE

RTBT

BROOKHAVEN DRIVE

BLDG

BLDG 8520

ALL

ATI

N D

N O

R T H P

E R

E T E

R D

JEFFERSON DRIVE

BLDG 8913

BLDG 8930

AFTER SHUTDOWN

FENCE TO BE DEMOLISHED

(20,000 CY)

AREA

STOCKPILE

Erosion Control Plan Grading, Drainage & Intermediate Phase 0 - Pre-shutdown Excavation

OF STUB PROJECT.

PLACE AT COMPLETION

DRIVE WILL BE LEFT IN

DRIVE RELOCATION.

NEW FTS MAINTENANCE

C O

N S T R

U C T

N T

R A

E R

SILT FENCE (SEE SHEET C0702, DETAIL 1)

DIVERSION DITCH (SEE SHEET C0702, DETAIL 8)

CONCRETE WASHOUT (SEE SHEET C0702, DETAIL 5)

INLET PROTECTION (SEE SHEET C0702, DETAIL 2)

CONSTRUCTION EXIT (SEE SHEET C0702, DETAIL 3)

OUTLET PROTECTION (SEE SHEET C0702, DETAIL 6)

FILTER RING (SEE SHEET C0702, DETAIL 4)

(SEE SHEET C0702, DETAIL 7)

TEMPORARY SLOPE MATTING

NOTES

1. PHASE 0 TO BE IMPLEMENTED PRIOR TO BEAM SHUT DOWN.

PENETRATION

PIPE FLANGED PIPE

SIGHTING ACCESS

DIA. ALIGNMENT

PROTECT EXISTING 12"

CD CHECK DAM (SEE SHEET C0702, DETAIL 9)

MONUMENT

SNS CONTROL

10'

SD-2, SEE PIPE TABLE

NEW 10" STORM PIPE

SD-4, SEE PIPE TABLE

NEW 10" STORM PIPE

SD-1, SEE PIPE TABLE

NEW 10" STORM PIPE

ACCESS

CONSTRUCTION

ACCESS ROADWAY

EXISTING STOCKPILE

SEE DETAIL 1, SHEET C0701

EXISTING GRADE

GRAVEL ROAD TO MATCH

APPROXIMATLY 200 LF OF

E 22 331.93

N 10 302.56

SEE STRUCTURE TABLE

NEW AREA DRAIN AD-4,

E 22 385.50

N 10 250.76

SEE STRUCTURE TABLE

NEW HEADWALL HW-2

E 22 283.35

N 10 223.74

SEE STRUCTURE TABLE

NEW AREA DRAIN AD-2

E 22 319.04

N 10 139.72

SEE STRUCTURE TABLE

NEW AREA DRAIN AD-1

E 22 350.10

N 10 133.58

SEE STRUCTURE TABLE

NEW HEADWALL HW-1

PARKING

MANAGER

CONSTRUCTION

VAULT AND LINES

ELECTRICAL

PROTECT EXISTING

SEE DETAIL 1 - 701

(0.27 ACRES)

LAYDOWN AREA

NEW GRAVEL

H D

P E

DPE

S D

E U

H W

HWR

H W

HWS

H W

HWS

H W

C A

TWS

T W

TWS

T W

TWR

T W

TWR

T W

C H

S CHW

CHWS CHWS

CHWS

C H

W S

C H

W S

C H

R CHW

CHWR

C H

W R

C H

W R

CHWR

CHWS

HWR

S S

P D

12"

W W W W

W W

W W W W W W

10"W

10"

DYH

W 8"

E U

S D

EU EU

E U

4" PPS

S D

E U

EU EU

E U

CHARGE

S S

V C

S D

18"HDPE

S D

E U

C A

T W

TWS

T W

C H

W R

C H

W R

HWS

12"

W W

E U

S D

EU 2" PPS

P P S

S D

E U

TEU

E U

C H

W S

C H

W S

1070 1070

ELECTRICAL

PIPE

12" VERTICAL

PIPE

12" VERTICAL

AREA SIGN

E T

A V

A S

P H

A L

LINER

C O

N C

R E T

DOCK

CONCRETE

C O

N C

R E T

C O

N C

C O

N C

BOLLARD

A S

P H

N T

WALL

PANEL

ELECTRIC

S N

S E x tra c tio n K ic k e r

S N

S E x tra c tio n K ic k e r

F N

Q07zm

DV08K1zm

DV08K2zm

DV08K3zm

Q08Nzm

DV09RK1zm

DV09RK2zm

DV09RK3zm

Q09zm

Q07 z1

DV0

Q08 Nz

DV0

K1 z1

DV0

K2 z1

DV0

K3 z1

Q09 z1

Q07 z0

DV0

Q08 Nz

DV0

K1 z0

DV0

K2 z0

DV0

K3 z0

Q09 z0

DH10

OCTUPOLE

COLLIMATOR CR

PULSING

QUAD

PULSING

QUAD

PULSING

QUAD

RTST_START

MARKER

5.141 [202.409]

0.500 [19.685]

5.291 [208.315]

0.500 [19.685]

B P

P P S

PANEL

ELECTRIC

PANEL

ELECTRIC

PPS

E 22 132.14

N 10 170.21

E 22 255.72

N 10 143.21

N 10 300.02

E 22 143.12

N 10 354.05

E 22 178.92

N 10 296.27

E 22 225.34

N 10…

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File details come from the government source that posted it. Updated Feb 11, 2022.