All_Drawings_SDU-7_Tank.pdf

PDF 5 MB Posted May 8, 2018

Attached to: Expression of Interest/Request for Information for Onsite Concrete Testing Services in Support of Construction of Saltstone Disposal Unit Seven (SDU-7)
Solicitation number: SRR-SCM-2018-00065
Issued by: Department of Energy Savannah River National Laboratory

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Liquid Waste Operations Salstone Disposal Unit & Tank Drawings

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C-SPP-Z-00015_SDU7_Spec._Rev._J1.pdf	PDF	May 8, 2018
EOI_-_SDU-7_Onsite_Concrete_Testing.pdf	PDF	May 8, 2018

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LATEST

REVISION

C Z 0 0 02C

N/A

C-C2-Z-00014

C-C2-Z-00015

C-C2-Z-00016

COVER SHEET

ABBREVIATIONS

GENERAL STRUCTURAL NOTES

DRAWING TITLEDWG NO.SHT. NO.

C-CY-Z-00010

C-CY-Z-00011

C-CC-Z-00059 FOUNDATION PLAN

C-CC-Z-00060

C-CC-Z-00062 PARTIAL ROOF PLAN

C-CC-Z-00063 WALL AND COLUMN SECTION AND DETAILS

C-CC-Z-00064 TYPICAL ROOF SECTIONS

C-CC-Z-00065

C-CC-Z-00066

C-CC-Z-00067

C-CM-Z-00049

TANK STRUCTURE

GENERAL

COVER SHEET

GENERAL

TANK DESIGN

LAST CADD REV. BY: PSC= 1

DATE: TIME

DRAWING INDEX

0 1"= 1"

C-CC-Z-00068

HDPE/GCL, LEAKAGE DETECTION AND SETTLEMENT MONITORING PLAN

9 C-CY-Z-00012

LEAKAGE DETECTION SYSTEM SECTIONS AND DETAILS

TANK SUBGRADE INTERFACE/LEAKAGE DETECTION SYSTEM

LEAKAGE DETECTION AND SETTLEMENT MONITORING SECTIONS AND DETAILS

MISCELLANEOUS STEEL DETAILS

C-CC-Z-00061 (1 of 5)

C-CC-Z-00061 (2 of 5)

C-CC-Z-00061 (3 of 5)

C-CC-Z-00061 (4 of 5)

C-CC-Z-00061 (5 of 5)

ROOF EMBED AND NOZZLE PLAN

OVERALL ROOF PLAN

PLOT DATE 12-11-17

C-C2-Z-00017 (1 of 3)

C-C2-Z-00017 (2 of 3)

C-C2-Z-00017 (3 of 3)

DRAWN BY (ORIG): IRINA L-T

SDU7

0SDU7

SALTSTONE DISPOSAL UNIT 7

LIQUID WASTE OPERATIONS

ISSUED FOR CONSTRUCTION

STATEMENT OF INSPECTIONS

SECTIONS AND DETAILS

DETAILS

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

W.S. # [ ] .

REF FILES YES NO

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

Z451451-7Z TBD

APPROVALS MAINTAINED IN DCR/EDWS

1"= 1"

REVISION

C C Z 0

NGVD

NIC

NTS NOT TO SCALE

NOT IN CONTRACT

OUT TO OUT

ON CENTER

OUTSIDE DIAMETER

OUTSIDE FACE

OPENING

OPPOSITEOPP

OPNG

O.F.

O TO O

PJF

PSF

PSI

PSIG POUNDS PER SQUARE INCH, GAUGE

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

PLATE (STEEL)

PREMOULDED JOINT FILLER

PLAIN END

REQD

REINF

R OR RAD

R RISER

RADIUS

REINFORCED, REINFORCING, REINFORCE

REQUIRED

SIM

I-BEAM

SIMILAR

SPANDREL PANEL, STORMPROOF

SPACE OR SPACES,

SPECIFICATIONS

SPACING

SQUARE

SQUARE FOOT, FEET

SQUARE INCH

STAINLESS STEEL

STANDARD

STIFFENERSTIF

STD

SST

SQ IN

SQ FT

SPG

SPEC, SPECS

STL

STRUCT

SYMM SYMMETRICAL

STRUCTURE

STEEL

TREAD

TOP AND BOTTOM

THREAD

THICKNESS

THROUGH

TOP OF

TOP OF CONCRETE

TOP OF FOOTING

TOP OF GROUT, TOP OF GRATE

T&B

THD

THK

THRU

T.O.

TOC

TOF

TOG

TOS

TST

TYP TYPICAL

TOP OF STEEL

TOP OF WALL

TOP OF SLAB

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

WITH

WORKPOINT

WATERSTOP

WELDED WIRE FABRICWWF

BUT NOT SHOWN ON THIS DRAWING.

NOTES:

ABBREVIATIONS

AMERICAN CONCRETE INSTITUTE

ADDITIONAL

ALUMINUM

ALTERNATE

AVERAGE

BETWEEN

BLIND FLANGE

BEAM, BENCHMARK

BOTTOM

BEARING

CENTER TO CENTER

CHECKERED

CONSTRUCTION JOINT

CENTERLINE

CEMENT LINED DUCTILE IRON

CONTROLLED LOW STRENGTH FILL

CLEAR, CLEARANCE

CONTROLLED LOW STRENGTH MATERIAL

COLUMN

CONCRETE

CONNECTION

CONSTRUCTION

CONTINUED, CONTINUOUS, CONTINUATION

CONTRACTOR

COORDINATE

CENTER

CENTERED

COUNTERSUNK

DRAIN

DEFORMED BAR ANCHOR

DOUBLE

DUCTILE IRON

DIAMETER

DIAGONAL

DOWN

DRAWING

DOWEL

EACH, EXHAUST AIR

EACH FACE

ELEVATION

ENGINEER

EQUAL

EQUALLY SPACED

EQUIPMENT

EACH WAY

EXPANSION, EXPOSED

EXPANSION ANCHOR BOLT

EXPANSION JOINT

EXISTING

EXTERIOR

FOUNDATION

FLAT BAR

FINISH GRADE

FLANGE

FIBERGLASS REINFORCED PLASTIC

FOOT OR FEET

FOOTING

GAUGE

GALVANIZED

GRATING

HEADED ANCHOR STUD

HORIZONTAL

HORSEPOWER

HIGH POINT

INVERT ELEVATION

INSIDE FACE

INCH

INVERT

JOINT

ANGLE

POUND

LINEAR FEET

LONG LEG HORIZONTAL

LONG LEG VERTICAL

LONGITUDINAL

LOW POINT

MAXIMUM

MACHINE BOLT

MANUFACTURER

MECHANICAL

MANHOLE, MOUNTING HEIGHT

MINIMUM

MOUNTING

MOUNTED

MECHANICAL JOINT

MISCELLANEOUS

MTG

MTD

MISC

MIN

MFR

MECH

MAX

LONG

LLV

LLH

I.F.

INVT

HORIZ

H.A.S.

FTG

FRP

GALV

GRTG

FDN

FLG

EXT

EXST, EXIST

EXP JT

EXP AB

EXP

EQPT

EQL SP

EQL

ENGR

DWL

DWG

DIAG

DIA

DBL

DBA

CTSK

CTRD

CTR

COORD

CONTR

CONT

CONSTR

CONN

CONC

COL

CLSM

CLR

CLSF

CLDI

CHKD

C TO C

BRG

BOT

ALTN

ADDL

AVG

BTWN

I.D. INSIDE DIAMETER

GENERAL

ABBREVIATIONS

DRAWN BY (ORIG): IRINA L-T

2 0 0

N/A

SDU7

N NORTH

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

E EAST

FF FLAT FACE

GCL GEOSYNTHETIC CLAY LINER

HDPE HIGH DENSITY POLYETHYLENE

HOLLOW STRUCTURAL SECTIONHSS

POLY POLYETHYLENE

SCH SCHEDULE

ADJ ADJACENT

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ANCHOR BOLTAB

ACI

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS

AWS

AWWA AMERICAN WATER WORKS ASSOCIATION

AMERICAN WELDING SOCIETY

IBC INTERNATIONAL BUILDING CODE

ICC-ES INTERNATIONAL CODE COUNCIL EVALUATION SERVICE

KIP THOUSAND POUNDS

KCF THOUSAND POUNDS PER CUBIC FEET

MPH MILES PER HOUR

OSHA

(BOTH FEDERAL AND STATE)

OCCUPATIONAL SAFETY AND HEALTH ACT

PCF POUNDS PER CUBIC FEET

SP, SPA

SDU SALTSTONE DISPOSAL UNIT

SRR

SRS

SAVANNAH RIVER REMEDIATION

SAVANNAH RIVER SITE

NATIONAL GEODETIC VERTICAL DATUM

NONSHRINK

T.O.W.

CONTACT STR FOR ABBREVIATIONS USED

STR SUBCONTRACT TECHNICAL REPRESENTATIVE

N/A NOT APPLICABLE

GR GRADE

CL OR CL

PL OR PL

PJP PARTIAL JOINT PENETRATION

SO SLIP-ON

PLOT DATE 12-11-17

PVC POLYVINYL CHLORIDE

PT POINT

RF RAISED FACE

TANK DESIGN

IAPMO-UES

MECHANICAL OFFICIALS UNIFORM EVALUATION SERVICE

INTERNATIONAL ASSOCIATION OF PLUMBING AND

TBD TO BE DETERMINED

SDU7 0

LWO LIQUID WASTE OPERATIONS

ISSUED FOR CONSTRUCTION

CLFL COMPOSITE LOWER FLAMMABILITY LIMIT

CRSI CONCRETE REINFORCING STEEL INSTITUTE

CTF COGNIZANT TECHNICAL FUNCTION

ETC ET CETERA

FS FACTOR OF SAFETY

GWT GROUND WATER TABLE

INT INTERSECTION

LLDPE LINEAR LOW DENSITY POLYETHYLENE

P.T. POST-TENSIONED

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

1"= 1"

TANK DESIGN

LATEST

REVISION

C C Z 0

GENERAL

GENERAL STRUCTURAL NOTES

DRAWN BY (ORIG): IRINA L-T

N/A

2 0 0

NORMAL HIGH GWT WITH UPLIFT (FS =1.10):

SOIL FRICTION AND WEDGE FAILURE NOT CONSIDERED IN UPLIFT RESISTANCE:

DESIGN GROUND WATER ELEVATION:H.

NATIVE SOIL UNIT WEIGHT:G.

COEFFICIENT OF FRICTION:F.

VERTICAL SURCHARGE:E.

L/240

L/180

L/360

L/240

360 PCF

60 PCF

235 PCF

91 PCF

0.35

120 PCF

ITEM

SECTION

SPECIFICATION

1'-0"

1'-0" 1'-0"

#4 #5 #6 #7 #8 #9 #10 #11

TOP BAR

OTHER BAR

TOP BAR

OTHER BAR

TOP BAR

OTHER BAR

TOP BAR

OTHER BAR

SPACING>6"

SPACING<6"

EMBEDMENT LENGTH

SPACING>6"

SPACING<6"

LAP SPLICE LENGTH

BAR SIZE

GRADE 60 REINFORCING STEEL

03314

A53, GRADE B

A500, GRADE B

A36

A992

WHERE L IS THE MEMBER'S SPAN LENGTH

LIVE LOAD

TOTAL LOAD

DEFLECTION CRITERIA FOR FLOOR FRAMING MEMBERS:

EXITS AND STAIRS

FLOOR LIVE LOADS:

FOUNDATIONS

FORMWORK, SHORING AND BRACING

CONCRETE REINFORCING

CONCRETE

DEFERRED SUBMITTALS

EQUIVALENT 2 FEET OF SOIL

DESIGN CRITERIA

STRUCTURAL STEEL AND METAL FABRICATIONS

12.

11.

10.

GENERAL INFORMATION

WELDING

1'-5"

1'-1"

1'-0"

1'-1"

2'-3"

1'-1"

1'-4"

1'-8"

1'-9"

1'-4"

1'-1"

1'-9"

1'-4"

3'-2"

2'-5"

2'-5

1'-11"

4'-3"

3'-3"

2'-0"

1'-7"

3'-3"

6'-9"

2'-11"

5'-2"

8'-3"

6'-4"

3'-4"

2'-7"

6'-4"

4'-11"

2'-7"

2'-0"

9'-3"

7'-2"

4'-1"

3'-2"

7'-2"

5'-6"

3'-2"

2'-5"

10'-5"

8'-0"

5'-1"

3'-11"

8'-0"

6'-2"

3'-11"

3'-0"

11'-7"

8'-11"

6'-1"

4'-8"

8'-11"

6'-10"

4'-8"

3'-7"

2'-6"

1'-4"

1'-0"

1'-7"

1'-2"

2'-3"

5'-2"

4'-0"

2'-3"

1'-9"

CONCRETE DESIGN STRENGTH = 6,000 PSI

SDU7

MODULUS OF SUBGRADE REACTION Ks:D.

PASSIVE:

AT REST:

EQUIVALENT UNDRAINED FLUID PRESSURES:C.

PASSIVE:

AT REST:

EQUIVALENT DRAINED FLUID PRESSURES:B.

40,300 PSF DYNAMIC

30,200 PSF STATIC

GROSS ALLOWABLE SOIL BEARING PRESSURES:A.

SOIL DESIGN PARAMETERS:

OF THESE ITEMS.

SHALL THEN BE FILED BY THE SUBCONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY SRR PRIOR TO INSTALLATION

ADDITIONALLY, ACCEPTANCE INDICATED ON THE STR'S COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL

REQUIRED CALCULATIONS AND SUPPORTING DATA AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE CTF.

EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE SUBCONTRACTOR SHALL SUBMIT THE

REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUCTURAL ELEMENT, STRUCTURAL CALCULATIONS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING

THE FOLLOWING IS A LIST OF DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.2 THAT ARE EXPECTED TO CONTAIN

INSTALLATION OF THAT PORTION OF THE WORK.

APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR ACCEPTANCE PRIOR TO

DEFERRED SUBMITTALS ARE THOSE PORTIONS OF THE DESIGN WHICH ARE NOT SUBMITTED AT THE TIME OF PERMIT

BARS ARE CONSIDERED TOP BARS.

OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR IN ANY SINGLE POUR. HORIZONTAL WALL

TOP BARS SHALL BE DEFINED AS ANY HORIZONTAL BARS PLACED SUCH THAT MORE THAN 12 INCHES

STATEMENT OF INSPECTIONS

ELEVATION 230

C-CC-Z-00064 TYPICAL ROOF SECTIONS

VERTICAL POST-TENSION BAR ANCHORAGE

SUBCONTRACTOR CALCULATIONS INCLUDING HORIZONTAL PRESTRESSING AND

PRESTRESSED TANK VERTICAL POST-TENSIONING - SDU PRESTRESSING

PLOT DATE 12-11-17

PROCEDURE 109; AND WELDING PROCEDURE GUIDE Y16.3, PROCEDURE 109-G.

WELDING SHALL BE IN ACCORDANCE WITH ENGINEERING STANDARD 05057; WELDING CONTROL PROCEDURE MANUAL Y16.2, BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE.

THE EXISTING CONCRETE.

USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TO AVOID SPALLING OR CRACKING OF

REPAIR WELDS FOUND DEFECTIVE IN ACCORDANCE WITH AWS D1.1 SECTION 5.26.

D1.6, STRUCTURAL WELDING CODE - STAINLESS STEEL

D1.1, STRUCTURAL WELDING CODE - STEEL

WELDS SHALL CONFORM TO AMERICAN WELDING SOCIETY (AWS), LATEST EDITION:

C-C2-Z-00017

CONCRETE TANK WITH ANCHORED FLEXIBLE BASE.

FLAT-BOTTOM GROUND SUPPORTED PRESTRESSED

TANK:

LATERAL FORCE-RESISTING SYSTEMS

ACI 350.3-06 AS MODIFIED BY ASCE 7-10.

OF ASCE 7-10. PRESTRESSED TANK SEISMIC LOADS IN ACCORDANCE WITH THE PROVISIONS OF

APPURTENANT STRUCTURES HAVE BEEN ANALYZED USING THE EQUIVALENT LATERAL FORCE PROCEDURES

Ra (ADJUSTED)

RESPONSE MODIFICATION COEFFICIENT

IBC SEISMIC DESIGN CATEGORY

OCCUPANCY CATEGORY

SITE CLASS

DESIGN SPECTRAL RESPONSE ACCELERATIONS

MAPPED SPECTRAL RESPONSE ACCELERATIONS

SRS SDC-2 SEISMIC LOAD:

= 1.0

= III

= 0.18

= C

= 98 MPH

= 126 MPH

DIRECTIONAL

= 1.2

= 3.25

= 1.5

= D

= IV

= D

= 0.170 g

= 0.316 g

= 0.108 g

= 0.305 g

= 1.0 (CONVECTIVE)

= 3.5 (IMPULSIVE)

= 1.5

CONSERVATIVE THAN SDC-2 LOADINGS.

THE TANK STRUCTURE HAS BEEN DESIGNED PER EQUATIONS CONTAINED IN D110-13 WHERE MORE

RESPONSE MODIFICATION FACTOR, R

IMPORTANCE FACTOR, I

AWWA D110-13 SEISMIC LOAD:

86 KCF

THE RADIUS OF THE SDU 7 TANK AT END OF OPERATIONS.

STRUCTURES HAVE BEEN DESIGNED FOR MAXIMUM DIFFERENTIAL SETTLEMENT OF 1.8 INCHES ACROSS

ASTM A615, GRADE 60

2000 PSI

6000 PSI

SDU7 0

AT 15 DEGREES MAXIMUM WITH PRIOR APPROVAL OF THE STR.

WELDING OF REINFORCEMENT BARS IS NOT PERMITTED. FIELD BENDING IS LIMITED TO COLD BENDING ONCE

SHALL CONFORM TO ACI 350.

REINFORCEMENT BARS SHALL BE IN ACCORDANCE WITH ASTM A615/A615M, GRADE 60. SPACING AND POSITIONING

HOOK BAR EMBEDMENTS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM REQUIREMENTS:

WHERE L IS THE MEMBER'S SPAN LENGTH

LIVE LOAD

TOTAL LOAD

DEFLECTION CRITERIA FOR ROOF FRAMING MEMBERS:

LIVE LOAD (PRIOR TO CLOSURE CAP)

ROOF LOADS:

REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTURE LOADINGS AND REQUIREMENTS.

PERFORMANCE CATEGORY

HAZARD CLASSIFICATION

FUNCTIONAL CLASSIFICATION

PLANT MODIFICATION CLASSIFICATIONS:

M-TC-Z-00009.

ACCORDANCE WITH SALTSTONE FACILITY DISPOSAL UNIT (SDU) #7 TASK REQUIREMENTS AND CRITERIA DOCUMENT

ENGINEERING STANDARD 01060, REVISION 12, AND ENGINEERING STANDARD 01110, REVISION 6. DESIGN IS IN

APPLICABLE CODE: 2012 INTERNATIONAL BUILDING CODE (IBC), AS AMENDED BY SRS MANUAL WSRC-TM-95-1, = SDC-2, LIMIT STATE D

= HC-2

= PS

100 PSF OR 300 LB CONCENTRATED

MATERIALS. ABOVE WIND LOAD CRITERIA APPLY TO TEMPORARILY BRACED CONSTRUCTION.

SEE SPECIFICATIONS FOR DESIGN WIND PRESSURES FOR EXTERIOR COMPONENT AND CLADDING

COMPONENTS AND CLADDING DESIGNED FOR WIND PRESSURE IN ACCORDANCE WITH ASCE 7-10, 30.11, I

OCCUPANCY CATEGORY

INTERNAL PRESSURE COEFFICIENT

EXPOSURE

NOMINAL WIND SPEED (3-SECOND GUST)

BASIC WIND SPEED (3-SECOND GUST)

ASCE 7 METHOD

WIND LOAD:

ROOF STRUCTURE DESIGNED FOR PONDING WATER IN ACCORDANCE WITH ASCE 7-10, 8.4.F.

VACUUM PRESSUREE.

CRANE LOAD ON FLOORD.

REFERENCE M-TC-Z-00009

THERMAL LOADS:C.

GROUT BLEED WATER WEIGHTB.

GROUT UNIT WEIGHTA.

SPECIAL LOADS:

MATERIAL TO MINIMIZE EJECTION OF FINES.

BOTTOM OF COLUMN FORMWORK SHALL BE DESIGNED TO MATCH SURFACE OF PEDESTAL OR ADD SUITABLE SEAL

FOR BACKFILL OF SECONDARY FOUNDATIONS, CLSM MAY BE USED IN LIEU OF COMMON FILL OR STRUCTURAL FILL.

100 PERCENT OF THE 56 DAY DESIGN STRENGTH AS DETERMINED BY CONCRETE MATURITY PROBES. SEE SPECIFICATIONS.

TEMPORARY SHORING SHALL REMAIN IN PLACE UNTIL ELEVATED CONCRETE FLOOR OR SLABS HAVE REACHED

PERFORM THE WORK SHOWN.

METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY

DURING CONSTRUCTION. SUBCONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO CONSTRUCTION ERECTION

DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUCTURES

STRUCTURES SHOWN ON THE DRAWINGS HAVE BEEN DESIGNED FOR STABILITY UNDER FINAL CONDITIONS ONLY.

AND APPROVED BY CTF.

CONSTRUCTION JOINT DETAILS TO BE UTILIZED FOR CONSTRUCTION INTERRUPTIONS, SHALL BE SUBMITTED FOR REVIEW

SPECIFICALLY NOTED OTHERWISE.

CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN ALL CONSTRUCTION JOINTS EXCEPT WHERE

STANDARD PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUCTURAL CONCRETE".

FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 "MANUAL OF

REINFORCING STEEL:

MUD MATS, TYPE II MIX:

TYPICAL, TYPE V MIX:

56-DAY CAST-IN-PLACE CONCRETE STRENGTHS:

- 4" WATER COLUMN

ON 11" BY 29" MINIMUM FOOTPRINT

MAXIMUM TOTAL POINT LOAD 37.4 KIPS

= 100 TON CAPACITY

= 77 PCF

= 110 PCF (CURED)

ACI MINIMUM HOOK EMBEDMENT LENGTH

BAR SIZE

MIN EMBED

10"

11"

13"

#10

14"

REQUIREMENTS FOR SPACING BETWEEN BARS BEING LAP SPLICED:

REINFORCEMENT BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING MINIMUM

90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 350-06 STANDARD HOOKS.

2"ALL OTHER CONCRETE SURFACES, UNO

3"WHEN PLACED ON GROUND:

CLEARANCE FOR REINFORCEMENT BARS, UNLESS SHOWN OTHERWISE, SHALL BE:

EMBEDMENT OF THE LARGER BAR.

LAP SPLICE OF BARS OF DIFFERING SIZE SHALL BE THE LARGER OF THE LAP SPLICE FOR THE SMALLER BAR AND

ISSUED FOR CONSTRUCTION

= 30 PSF

INSPECTION, OBSERVATIONS AND TESTING

IN THE STATEMENT OF INSPECTIONS PLAN ON DRAWING C-C2-Z-00017.

STRUCTURAL OBSERVATIONS (SRR FURNISHED) ARE REQUIRED IN ACCORDANCE WITH IBC SECTION 1710 AS INDICATED

INSPECTION (SRR FURNISHED) AS INDICATED IN THE STATEMENT OF INSPECTIONS PLAN ON DRAWING C-C2-Z-00017.

EXPOSED SUBGRADE IS AS ANTICIPATED BY THE SITE SPECIFIC BORINGS, TEST PITS, TESTING AND DATA REPORTS.

PRIOR TO PLACEMENT OF FORMING OR REINFORCING STEEL. THE OBSERVATION SHALL VERIFY THAT THE ACTUAL

ALL FOUNDATION BEARING SURFACES SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OF RECORD OR DESIGNEE

DATED NOVEMBER, 2017.

REFER TO SALTSTONE DISPOSAL UNIT 7 GEOTECHNICAL INVESTIGATION REPORT K-ESR-Z-00008, REV. 0, AND ROUND SHARP EDGES TO SMALL UNIFORM RADIUS.

FINISH EXPOSED SURFACES SMOOTH, SHARP, AND TO WELL-DEFINED LINES. GRIND CUT EDGES SMOOTH AND STRAIGHT

PER MANUFACTURER'S INSTRUCTIONS.

APPLY ZINC CLAD 5 PRIMER BY SHERWIN WILLIAMS FOR TOUCH UP OF DAMAGED GALVANIZED SURFACES. APPLY

NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE PRIOR APPROVAL OF THE CTF.

NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BE ALLOWED THROUGH STRUCTURAL STEEL MEMBERS.

ITEMS TO BE EMBEDDED IN CONCRETE SHALL BE CLEAN AND FREE OF OIL, DIRT AND PAINT.

HEADED ANCHOR STUDS (H.A.S.)

MACHINE BOLTS (MB)

GALVANIZED STEEL

STEEL

STAINLESS STEEL

ANCHOR BOLTS (AB)

UNLESS SHOWN OTHERWISE

INDICATED OTHERWISE:

BOLTS SHALL BE HIGH STRENGTH BOLTS CONFORMING TO THE FOLLOWING EXCEPT WHERE SPECIFICALLY

AISC 360-10, AND CURRENT OSHA STANDARDS.

STRUCTURAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THE AISC STEEL CONSTRUCTION MANUAL, STEEL PIPE

SQUARE OR RECTANGULAR STEEL TUBING

ANGLES, CHANNELS, PLATES, ETC.

MISCELLANEOUS SHAPES INCLUDING

W-SHAPES

STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING:

A108, GR 1010 THROUGH 1020

A307, GR A WITH A563 NUTS, GALVANIZED PER A153

F1554, GR 36 WITH A563 NUTS / A153

F1554, GR 36 WITH A563 NUTS

F593, AISI TYPE 316, CONDITION CW, WITH F594 NUTS

SHEAR PLANE WITH A563 NUTS, GALVANIZED PER A153

F3125, GR A325, TYPE I, THREADS NOT EXCLUDED FROM

STRENGTH, PSI

MINIMUM CONCRETE COMPRESSIVE

MAXIMUM WHEEL LOAD, TONS

2000 3000 4000 5000 6000

36 45 53 60 67

FIELD SHALL USE HAND EXCAVATION AND CAUTION TO PROTECT HDPE ON THE FOUNDATION CLOSE TO TANK.

ARE AT THE DISCRETION OF THE SUBCONTRACTOR.

FORM 3/4 INCH MINIMUM BEVELS AT CONCRETE EDGES UNLESS NOTED OTHERWISE. BEVELED EDGES ON MUDMATS

AND CRSI-PRB ARE ACCEPTABLE.

UNLESS OTHERWISE SPECIFIED, ALLOWANCES PER ACI 301, ACI 117, ACI-SP-66, CRSI MANUAL OF STANDARD PRACTICE, POSSIBLE. ANY PENETRATIONS TO TYPE V CONCRETE AFTER SETTING SHALL BE APPROVED BY THE CTF.

PENETRATIONS (I.E., NAILS, SCREWS, ETC.) TO TYPE V CONCRETE SHALL BE MINIMIZED TO THE MAXIMUM EXTENT

13.

12.

11.

10.

PRESSURES NOT EXCEEDING 100 PSI MAY BE APPLIED AS FOLLOWS:

THE MUD MATS AFTER REACHING THE SPECIFIED COMPRESSIVE STRENGTH. OTHER CONSTRUCTION LOADS WITH CONTACT

COMPRESSIVE STRENGTH OF 3,000 PSI. TIRE CONTACT PRESSURES NOT EXCEEDING 100 PSI MAY BE APPLIED TO

CRANE LOADS SHALL NOT BE IMPOSED ON FOUNDATION SLAB UNTIL CONCRETE HAS REACHED A MINIMUM

SHALL BE EMBEDDED IN THE CONCRETE.

NO ALUMINUM CONDUIT OR PRODUCTS CONTAINING ALUMINUM OR ANY OTHER MATERIAL INJURIOUS TO THE CONCRETE

INSERTS PRIOR TO PLACEMENT OF CONCRETE.

THE SUBCONTRACTOR SHALL COORDINATE PLACEMENT OF OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND

CONCRETE.

ROUGHEN AND CLEAN CONSTRUCTION JOINTS IN WALLS AND SLABS AS SPECIFIED PRIOR TO PLACING ADJACENT

REFERENCE THE STRUCTURAL INSPECTION CRITERIA DOCUMENT C-QIP-Z-00021.

REFERENCE CALCULATIONS SEE C-CLC-Z-00115.

REFERENCE THE CSI SPECIFICATION DOCUMENT SEE C-SPP-Z-00015.

DETAILED OR APPROVED IN WRITING BY THE CTF.

STRUCTURAL MEMBERS SHALL NOT BE CUT OR MODIFIED FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY

ABBREVIATIONS USED BUT NOT SHOWN ON THIS DRAWINGS.

DISTRIBUTED BY THE AMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME). CONTACT STR FOR

FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 "ABBREVIATIONS AND ACRONYMS: PUBLICATION AS

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

C Z 0 0 0 72C

N/A

GENERAL

GENERAL NOTES

GEOTECHNICAL OBSERVATION

STRUCTURAL OBSERVATION

1"= 1" 1 OF 3

SDU7

C-C2-Z-00016 GENERAL STRUCTURAL NOTES

SDU7 0 SR 12-11-17 KW 12-11-17MM 12-11-17ILT 12-11-17

STATEMENT OF INSPECTIONS

STRUCTURAL INSPECTION

STRUCTURAL INSPECTIONS FOR SEISMIC RESISTANCE

SALTSTONE DISPOSAL UNIT 7 BEARING PLATES FOR BRIDGES AND EMBEDDED ANCHOR PLATES FOR PIPING CARRYING HAZARDOUS MATERIAL.A.

INSPECTION, OBSERVATION AND TESTING.

MAIN SYSTEMS REQUIRED TO BE COVERED UNDER PROJECT SPECIAL INSPECTION REQUIREMENTS INCLUDE THE FOLLOWING TOGETHER WITH THEIR CONNECTIONS. REFER TO SPECIFICATION 01810, STRUCTURAL 3.

STRUCTURAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE SHALL APPLY TO THE SYSTEMS AND COMPONENTS LISTED IN TABLE 4.2.

STRUCTURAL INSPECTIONS REQUIREMENTS FOR SEISMIC RESISTANCE WILL BE BASED ON IBC SECTION 1705.11 TOGETHER WITH LOCAL AND STATE AMENDMENTS.1.

THE SUBCONTRACTOR WILL BE NOTIFIED ON-SITE OR BY EMAIL WITHIN 24 HOURS UPON FINDING DEFICIENCIES.

GEOTECHNICAL OBSERVATION REPORTS, NOTING ANY DEFICIENCIES IN OBSERVED CONSTRUCTION, WILL BE DELIVERED TO THE SUBCONTRACTOR, CTF, AND SRR QUALITY ASSURANCE FOLLOWING EACH OBSERVATION. 5.

DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED INSPECTIONS OR INSPECTIONS BY SRR.

GEOTECHNICAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROJECT DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. GEOTECHNICAL OBSERVATION 4.

GEOTECHNICAL TESTING REQUIREMENTS ARE LISTED IN TABLE 3.3.

ADDITIONAL GEOTECHNICAL INSPECTION REQUIREMENTS ARE LISTED IN TABLE 1.2.

ALL FOUNDATION BEARING SURFACES SHALL BE INSPECTED UNDER THE SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL PRIOR TO PLACEMENT OF FOUNDATION REINFORCING STEEL.1.

CONTAINED IN THE WORK. THE SUBCONTRACTOR SHALL SCHEDULE AND FACILITATE STRUCTURAL OBSERVATION INCLUDING THE FOLLOWING:

STRUCTURAL OBSERVATION WILL INCLUDE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM FOR EACH STRUCTURE 6.

SITE VISITS WERE MADE AND WHETHER THERE REMAIN ANY STRUCTURAL DEFICIENCIES THAT HAVE NOT BEEN RESOLVED.

AT THE CONCLUSION OF CONSTRUCTION, A WRITTEN STATEMENT WILL BE PROVIDED BY THE STRUCTURAL OBSERVER TO THE CTF AND SRR QUALITY ASSURANCE TO VERIFY THAT THE STRUCTURAL OBSERVATION 5.

THE CONTRACTOR WILL BE NOTIFIED ON-SITE OR BY PHONE OR EMAIL WITHIN 24 HOURS UPON FINDING DEFICIENCIES.

STRUCTURAL OBSERVATION REPORTS, NOTING ANY DEFICIENCIES IN OBSERVED CONSTRUCTION, WILL BE DELIVERED TO THE SUBCONTRACTOR, CTF, AND SRR QUALITY ASSURANCE, FOLLOWING EACH OBSERVATION. 4.

DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR ANY REQUIRED INSPECTIONS BY SRR.

STRUCTURAL OBSERVATION WILL BE PERFORMED BY A REGISTERED PROJECT DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. STRUCTURAL OBSERVATION 3.

STRUCTURAL NOTES, DRAWING C-C2-Z-00016 FOR THE BASIC SEISMIC- OR WIND FORCE-RESISTING SYSTEMS FOR THE STRUCTURES INCLUDED IN THE WORK.

ONSITE STRUCTURAL OBSERVATION WILL BE PERFORMED FOR EACH IDENTIFIED SEISMIC FORCE- OR WIND FORCE-RESISTING SYSTEM, INCLUDING FOUNDATIONS AND CONNECTIONS. REFER TO THE GENERAL 2.

STRUCTURAL OBSERVATION WILL BE IN ACCORDANCE WITH IBC SECTION 1704.5 TOGETHER WITH LOCAL AND STATE AMENDMENTS. REFER TO PROJECT SPECIFIC NOTES ON THIS SHEET. 1.

ISSUED FOR CONSTRUCTION

STATEMENT OF INSPECTIONS

DEFINITIONS AND TERMINOLOGY USED IN THIS STATEMENT OF SPECIAL INSPECTIONS.C.

SUBCONTRACTOR'S STATEMENT OF RESPONSIBILITY FOR WORK TO BE PERFORMED ON SYSTEMS DESIGNATED UNDER THE STATEMENT OF SPECIAL INSPECTIONS PLAN FOR WIND OR SEISMIC RESISTANCE.B.

SUBCONTRACTOR'S REQUIREMENTS TO PROVIDE ACCESS TO THE WORK FOR REQUIRED INSPECTIONS, AND TO PROVIDE NOTICE OF REQUIRED INSPECTIONS AND STRUCTURAL OBSERVATION. A.

FOR ADDITIONAL REQUIREMENTS, REFER TO SPECIFICATION SECTION 01810, STRUCTURAL INSPECTION, OBSERVATION AND TESTING. THESE INCLUDE:5.

PROJECT SPECIFIC REQUIREMENTS FOR STRUCTURES ASSIGNED TO IBC SEISMIC DESIGN CATEGORIES C, D, E, OR F ARE CONTAINED IN TABLE 4. 4.

STRUCTURAL COMPONENTS ARE CONTAINED IN TABLE 3.

STANDARD INSPECTION REQUIREMENTS FOR STRUCTURAL COMPONENTS, REGARDLESS OF WIND OR IBC SEISMIC DESIGN CATEGORIES, ARE CONTAINED IN TABLE 2. STANDARD TESTING REQUIREMENTS FOR 3.

STANDARD INSPECTION REQUIREMENTS FOR NONSTRUCTURAL COMPONENTS SUPPORTING THE STRUCTURE ARE CONTAINED IN TABLE 1.2.

PROVIDED FOR COMPLIANCE WITH THE 2012 INTERNATIONAL BUILDING CODE, EXCEPT WHERE OTHERWISE NOTED, THIS INSPECTION IS SRR FURNISHED.

THE STATEMENT OF INSPECTIONS DRAWINGS PROVIDE PROJECT COMPLIANCE WITH THE PROVISIONS OF AWWA D110-13, INCLUDING ACI SP-2 AND 311-4R AS REFERENCED. STRUCTURAL OBSERVATION IS 1.

AND SRR QUALITY ASSURANCE.

AT THE CONCLUSION OF CONSTRUCTION, A FINAL REPORT DOCUMENTING REQUIRED STRUCTURAL INSPECTIONS AND CORRECTION OF PREVIOUSLY NOTED DISCREPANCIES WILL BE SUBMITTED TO CTF, SUBCONTRACTOR, 5.

FOR WHICH REPORTING WILL BE REQUIRED ARE NOTED IN THE TABLES CONTAINED ON THIS STATEMENT OF SPECIAL INSPECTIONS.TEST COMPLETION. INSPECTIONS

STRUCTURAL INSPECTION AND ASSOCIATED TESTING REPORTS WILL BE SUBMITTED TO THE CTF, SUBCONTRACTOR, AND SRR QUALITY ASSURANCE WITHIN ONE WEEK OF INSPECTION OR WITHIN ONE WEEK OF 4.

THE IMMEDIATE ATTENTION OF THE SUBCONTRACTOR FOR CORRECTION.

THE STRUCTURAL INSPECTOR WILL OBSERVE THE INDICATED WORK FOR COMPLIANCE WITH THE APPROVED CONTRACT DOCUMENTS AND SUBMIT RECORDS OF INSPECTION. ALL DISCREPANCIES WILL BE BROUGHT TO 3.

(ICC) CERTIFIED OR OTHERWISE APPROVED BY SRR.

PAY FOR THE SERVICES OF THE AGENCY AS REQUIRED TO PERFORM ALL STRUCTURAL INSPECTION AND ASSOCIATED TESTS. INSPECTORS FOR EACH SYSTEM AND MATERIAL WILL BE INTERNATIONAL CODE COUNCIL

STRUCTURAL INSPECTIONS WILL BE PROVIDED BY A CERTIFIED OR QUALIFIED INSPECTOR AND ASSOCIATED TESTING WILL BE PERFORMED BY AN APPROVED ACCREDITED INDEPENDENT AGENCY. SRR WILL SECURE AND 2.

REFER TO THE TABLES CONTAINED ON THIS DRAWING FOR PROJECT SPECIFIC INSPECTION TYPES AND FREQUENCIES.1.

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

1 2

SRP DRAWING NO.

N/A

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

TITLE

SRP DRAWING NO. SHEET NO.

C C Z 0 0 0

VENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

SALTSTONE DISPOSAL SITE

TANK DESIGN

DRAWN BY (ORIG): LAST CADD REV. BY:

DATE:

DRAWING REV.

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

IRINA L-T

REF FILES YES NO

LEVELS

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1111 1111122222222223333333333 44444444455555555 5 66

5W.S. # [ ] . 6

6 PSC= 96

TIME

18 19 20

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

GENERAL

PLOT DATE 12-11-17

SDU7

STATEMENT OF INSPECTIONS

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2

SRP DRAWING NO.

N/A

18 19 20

3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

TITLE

SRP DRAWING NO. SHEET NO.

C C Z 0 0 0

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

SALTSTONE DISPOSAL SITE

TANK DESIGN

DRAWN BY (ORIG): LAST CADD REV. BY:

DATE:

DRAWING REV.

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

IRINA L-T

REF FILES YES NO

LEVELS

234567890123 5678901234567890123456789 1234567890123456789 23

1111 1111122222222223333333333 44444444455555555 5 66

5W.S. # [ ] . 6

6 PSC= 96

TIME

GENERAL

PLOT DATE 12-11-17

SDU7

STATEMENT OF INSPECTIONS

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

11'-6"

5'-0"

11'-4"11'-4"

T Y

RADIAL

4'-3"

RADIAL

4'-3"

150.53°

RADIA

L4'-

RADIA

L4'-

1'-6"

LATEST

REVISION

C C C Z 0

3/64" = 1'-0"

TANK DESIGN

CONCRETE

FOUNDATION PLAN

0 0 5 9

C-CC-Z-00065

C-CC-Z-00063

C-CC-Z-00065

A C -C

C -Z -0

T Y P

KEY PLAN

NOTES

T R

NOR

T H

PLANT NORTH

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

15'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"15'-0"

375'-0" AVG I.D.

C-CC-Z-00063

C-C2-Z-00016 GENERAL STRUCTURAL NOTES

C-CY-Z-00010

C-CY-Z-00011

C-CY-Z-00012

C-CC-Z-00063

C-CC-Z-00065

HDPE/GCL, LEAKAGE DETECTION AND

SETTLEMENT MONITORING PLAN

LEAKAGE DETECTION SYSTEM SECTIONS AND

DETAILS

LEAKAGE DETECTION AND SETTLEMENT

MONITORING SECTIONS AND DETAILS

WALL AND COLUMN SECTION AND DETAILS

N/A

SUMP, TYP OF 4

4'-0" SQ x 0'-6" DEEP

CL SUMP, TYP

C-CC-Z-00066 CONCRETE DETAILS

CONCRETE SECTIONS AND DETAILS

EMBED #5

EMBED #8

2'-5"

EMBED #4

EMBED #6

TANK FLOOR EMBED SCHEDULE

DESCRIPTION DETAIL REMARKS

EMBED #

2/C-CC-Z-00067 RECESSED IN SUMP

2 2/C-CC-Z-00067 RECESSED IN SUMP

3 2/C-CC-Z-00067

4 2/C-CC-Z-00067

5 2/C-CC-Z-00067 RECESSED IN SUMP

6 2/C-CC-Z-00067

7 2/C-CC-Z-00067

8 2/C-CC-Z-00067 RECESSED IN SUMP

9 PL 3/4" x 12" x 1'-0"

10 PL 3/4" x 12" x 1'-0"

11 PL 3/4" x 12" x 1'-0"

THERMOCOUPLE

PLOT DATE 12-11-17

8/C-CC-Z-00067

EMBED #7

JOINT, TYP

CONSTRUCTION

EMBED #2

S E

N O T E

C N O T E

#3, 4, 6 & 7

TYP @ EMBEDS

C-CC-Z-00066

CL SDU7

E 66390.28

.53

CL SDU7

150.53°

TYP

92'-0"

TYP

46'-0"

TYP

162'-9 5/8 "

EMBED #3

.53

OF 25

TYP, TOTAL

WALL JT,

3A5A

3B5B

SDU7

SDU6

SDU7

TYP

EL 269.67,

TOC SLAB

FOUNDATION SLAB PLACEMENT

1 2 3

654 7

8 9 10 11

12 13 14

NTS

EMBED #1

6'-9"

EMBED #10

EMBED #9

EMBED #11

C-CC-Z-00068

C-CC-Z-00067

PL 3/4" x 42" x 3'-6"

SEE

AND CONVENIENCE PORTS,

SHOTCRETE ENTRY PIPES

IN CORE WALL

T4 THERMOCOUPLE TREE

C-CC-Z-00063

REINFORCING, SEE

2'-0" SLAB FOR

SEE

AND CONVENIENCE PORTS,

SHOTCRETE ENTRY PIPES

IS COMPLETE. WATER CURE ALL SLABS FOR 12 DAYS.

ROWS MAY BE STARTED BEFORE THE PRECEDING ROW

CASTING OF SEQUENTIALLY NUMBERED SEGMENTS. NEW

MAXIMUM OF 14 DAYS SHALL BE ALLOWED BETWEEN 2.

SEQUENCE FOR CASTING INDIVIDUAL SLAB SEGMENTS.

THE NUMBERS SHOWN INDICATE THE REQUIRED 1.

NOTES:

C-CC-Z-00067

C-CC-Z-00068

TYP

TOTAL OF 208,

2'-0" DIA COLUMN,

CONCRETE DETAILS

0 ISSUED FOR CONSTRUCTION

COATED OR HOT-DIP GALVANIZED.

UNLESS OTHERWISE NOTED, EMBED PLATES ARE NOT REQUIRED TO BE 6.

CENTER SHOTCRETE ENTRY PIPES BETWEEN LATERAL CABLING.5.

EMBEDS SHALL BE LEVEL.

HORIZONTAL TOLERANCE FOR ALL EMBEDS SHALL BE (+/-) 1/2" AND 4.

FINISH GRADE.

LINER CONNECTION TO THE WALL FOUNDATION, AND BRINGING BACKFILL TO

COATING AND/OR LINER SYSTEM AND PRIOR TO MAKING EXTERIOR HDPE

PERFORM LIQUID TIGHTNESS TEST AFTER INSTALLATION OF THE INTERIOR 3.

MAXIMUM DEEP.

OF OUTSIDE BASE SLAB BY SAW CUTTING MARK INTO CONCRETE 1/4"

PERMANENTLY MARK POST-TENSIONING BAR LOCATIONS ON VERTICAL SIDE 2.

FORMING REQUIREMENTS FOR THE CONCRETE COREWALL CONSTRUCTION.

REFER TO SECTION 03300, CAST-IN-PLACE CONCRETE, FOR SPECIAL 1.

MISCELLANEOUS:

ADJACENT POURS.

CAST COREWALLS IN 25 WALL SEGMENTS WITH 2 DAY MINIMUM BETWEEN 5.

POST-TENSIONING BLOCKOUTS HAS BEEN PLACED.

SECTIONS SHALL NOT BE POURED UNTIL THE GROUT FOR THE

PRIOR TO THE HORIZONTAL PRESTRESSING OF THE WALL. THE ROOF SLAB

THE CONTRACTOR SHALL COMPLETE THE VERTICAL POST-TENSIONING 4.

BE MAINTAINED PER DRAWING C-C2-Z-00016.

BASE JOINT MOVEMENT AND CLEARANCES FOR REINFORCING BARS SHALL

TOP OF NEOPRENE PADS. FORM SUPPORTS SHALL NOT RESTRICT WALL

SPREADING OF FORMS, SO THAT CONCRETE WILL NOT PENETRATE BELOW

PROVIDE POSITIVE FORM SUPPORTS AT BASE OF WALL TO PREVENT 3.

CONCRETE IN WALL.

DUCT UNITS. SEAL OR REPAIR ALL CRACKS OR DAMAGE PRIOR TO CASTING

PRIOR TO CASTING CONCRETE IN WALL, WATER TEST THE VERTICAL BAR 2.

BOTTOM RUBBER PADS.

STEEL PLATE SUPPORTS. VERTICALS ARE NOT TO REST DIRECTLY ON THE

SUPPORT VERTICAL WALL REINFORCING ON HARD PLASTIC OR STAINLESS 1.

COREWALL:

PERIMETERS.

THE JOINT DETAILS. LAP SPLICES MAY BE SHIFTED OUTSIDE OF COLUMN

INTERSECTING GRID LINES AND BOTTOM REINFORCING NEAR GRID LINES PER

GRID LINES UNLESS OTHERWISE NOTED. LAP TOP REINFORCING ON

SLAB REINFORCING SHALL BE ORIENTED PARALLEL AND PERPENDICULAR TO 7.

JOINTS, SEE DETAIL .

FOR CONCRETE PLACEMENT SEQUENCE AT WATERSTOP AND CONSTRUCTION 6.

APPROVED BY CTF.

CAST 24" BASE SLAB IN 14 SEPARATE POURS, UNLESS OTHERWISE 5.

C-CC-Z-00066.

JOINT WITHIN TOLERANCES SHOWN ON DRAWINGS C-CC-Z-00063 AND

LOCATE CENTERLINE OF WATERSTOP AND LATERAL CABLES AT WALL BASE 4.

SPECIFIED. USE ONLY HAND HELD EQUIPMENT WITHIN 5'-0" OF THE WALL.

MINIMUM COMPACTION OF BACKFILL AROUND TANK BASE SHALL BE AS 3.

MUDMAT OF LEAKAGE DETECTION SYSTEM.

BOTTOM SLAB SHALL BEAR ON POLY SHEETING LAID OVER THE UPPER 2.

C-CY-Z-00010 THRU C-CY-Z-00012.

SYSTEM AS REQUIRED BY SPECIFICATION, AND AS SHOWN ON DRAWINGS

AND OTHER SUBGRADE MATERIALS AND CONSTRUCT LEAKAGE DETECTION

PREPARE CONCRETE MUD MATS, GEOSYNTHETIC CLAY LINER, HDPE LINER, 1.

24" BOTTOM SLAB:

FOR GENERAL STRUCTURAL NOTES SEE DRAWING C-C2-Z-00016. 1.

GENERAL NOTES:

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

TYP

174'-10 9/16 "

T Y

23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"23'-0"

20°

LATEST

REVISION

C C C Z 0

AS SHOWN

0 0 0

CONCRETE

OVERALL ROOF PLAN

DRAWN BY (ORIG): IRINA L-T

KEY PLAN

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

-C

C -Z -0

T Y P

C-CC-Z-00067

C-CC-Z-00065

SCALE 3/64"=1'-0"

T R

NOR

T H

PLANT NORTH

C-CC-Z-00063

E 66390.28

C-CM-Z-00049 MISCELLANEOUS STEEL DETAILS

T Y

TYP

5'-9"

C-CC-Z-00063

C-CC-Z-00067

C-CC-Z-00065

WALL AND COLUMN SECTION AND DETAILS

CONCRETE DETAILS

CONCRETE SECTIONS AND DETAILS

N/A

ROOF PLAN

EL 316.58

HP SLAB

NOTES

C-C2-Z-00016 GENERAL STRUCTURAL NOTES

PLOT DATE 12-11-17

CL SDU7

SDU7

TYP

69'-0"

JOINT TYP

CONSTRUCTION

.47

°158.47°

1.5% RADIAL SLOPE, TYP

O D

379'-6" OD

158.47°

BY OTHER

STAIR TOWER

T Y

TYP

5'-9"

3B5B

SDU7

SDU6

C-CM-Z-00049

SUPPORT

WALKWAY

LP SLAB EL 313.73

TYP

2'-0" DIA COLUMN,

RAILING

2-RAIL GALV STL PERIMETER

TYP OF 4

W/ CURB,

8'-0" x 10'-0" HATCH

C-CC-Z-00063

SDU7

1 2

43 5

ROOF SLAB PLACEMENT

NTS

RADIAL, NOTE 2

1'-9"

RADIA

L, N

OTE 21'-9

RADIAL, NOTE 2

1'-9"

RADIA

L, N

OTE 21'-9

WALL.

TURN CONSTRUCTION JOINTS PERPENDICULAR TO WALL AT INSIDE FACE OF 2.

FOR GENERAL STRUCTURAL NOTES SEE DRAWING C-C2-Z-00016. 1.

TYP

AT EA COLUMN,

8'-0" SQ DROP PANEL

IS COMPLETE. WATER CURE ALL SLABS FOR 12 DAYS.

ROWS MAY BE STARTED BEFORE THE PRECEDING ROW

CASTING OF SEQUENTIALLY NUMBERED SEGMENTS. NEW

MAXIMUM OF 14 DAYS SHALL BE ALLOWED BETWEEN 2.

SEQUENCE FOR CASTING INDIVIDUAL SLAB SEGMENTS.

THE NUMBERS SHOWN INDICATE THE REQUIRED 1.

NOTES:

0 ISSUED FOR CONSTRUCTION

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A

PSC= 1 Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

T y p e r e v

CHK'D/VERIF'D APRV'D

PROJ.

APRV'DPRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

REVISION

CHK'D/VERIF'D APRV'D

REVISION

DS SDU TANK 7

Z AREA

SALTSTONE DISPOSAL SITE

1.7 3°

1.73°

.49°1.94°

1.5°

1'-9

.87°

8'-9"

2'-3"

4'-10•"

2'-7"

4'-5•"

3'-8"

2'-7"

5'-6•"

2'-6"

3'-8"

4'-5"

2'-7"

5'-6•"

" 3

1'-10"1

5'-2"

3'-8" 1'-2"

8" 2

1'-4•"

2'-9"

4'-10"

2'-0"

8'-5" 10'-0" 10'-0" 10'-0" 10'-4"

3'-6"3'-0"

"3'-0"

2'-0"

8'-0•"8'-0" 10'-0" 9'-2" 6'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 11'-6" 11'-6" 5'-3"

5°

2'-0"

1'-

2•

2' -9

9'-0"

NOTES

LEGEND

KEY PLAN

T R

NOR

T H

PLANT NORTH

#D4

#P23

#P21

#C7

#P22

#P1

#D5

FOR NOZZLE PENETRATION LOCATIONS AND LEGEND, SEE SHEET 5.1.

TYP

,CHORD

T Y P

C H O R D

C-CC-Z-00067

C TANKL

TYP

2'-0" DIA COL,

TYP

SUPPORT EMBED

C INTLC

C INTL

" #P24

#G5

NKCT

#C2

#G1

#V1

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

LATEST

REVISION

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

REFERENCE STANDARDS

REFERENCE DRAWINGS

PROJ.

BLDG. NO.

TITLE

SITE CLEARANCE NO. DESIGN AREA NO. DESIGN GROUP

SCALE SRP DRAWING NO. SHEET NO. LATEST REVISION

SRP DRAWING NO.

YVENDOR'S SHOP DRAWINGS, SHALL BEAR OR REFER TO THIS STAMP.

CONTRACTOR. ALL REPRODUCTIONS IN WHOLE OR IN PART, INCLUDING

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

APRV'D

LEVELS

234567890123 5678901234567890123456789 1234567890123456789 23

1111 1111122222222223333333333 44444444455555555 5 66

N/A

C C C Z 0 0 0 0

Z451

Z AREA

„" = 1'-0" N/A 1 OF 5

CONCRETE DETAILS

STAIR TOWER DETAILS

PSC= DRAWN BY (ORIG): LAST CADD REV. BY:

PLOT DATE 12-11-17 TIME DATE:

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

C-CC-Z-00067

C-CM-Z-00046

SALTSTONE DISPOSAL SITE

CONCRETE

ROOF EMBED AND NOZZLE PLAN

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

y p e r e v

CHK'D/VERIF'D

APRV'D

PROJ.

PRP'D APRV'DLEAD ENG

INITIAL AND DATE

NO.

REV.

CHK'D/VERIF'D

TBD451-7Z DS SDU TANK 7

IRINA L-T

C-CC-Z-00068 CONCRETE DETAILS

87654321

M A

T C

MATCH LINE - SEE SHEET 4

1'-9

'-4

TYP

CHORD

5'-

TYP

5'-6"

TYP

5'-6

T Y P

3'-1 0"

'-1"T

Y P

4' -0

TYP

RAILING EMBED

5'-9"

T Y P

5'-3"

TYP

T Y P

'-9

'-0

R O O F

O .F . O

3B5B

SDU7

SDU6

C L

M B E D

P L A T E S

C L

M B E D

P L A T E S

E66390.28

0SDU7

#P2

4'-4•"

8'-2"

3' -0 3' -6

16'- 6"

C-CC-Z-00067

31'-10•"

T Y P

DIM TO EDGE OF ROOF SLAB

EA COL

PANEL, TYP AT

8'-0" SQ DROP

LEVEL INDICATOR, TYP

2'-0" DIA COL W/

TYP

STAIR EMBED

TYP

FOR STAIR SEE

C-CM-Z-00046

ISSUED FOR CONSTRUCTION

#G3

SEE PLAN

ROOF HATCH,

8'-0" x 10'-0"

#V2

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

.45° 3.32°

1.29° 1.29°

1.73°

2.22°

.12

1.7

1.2

1.2 .4

5'-10"

10'-0"10'-0"10'-0"9'-6ƒ"

2'-0"

9'-6"

10'-0"6'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"11'-6"5'-6"

3'-0"

9'-2‚" 8'-0"8'-0" 10'-0"

135°

3'-0"

3'-6"

2'-0"

6'-0"2'-0"

3'-7‚" 2'-7"

2'-9"

1'-4•

1.29°

31'-10•"

1'-3"

9'-0"

3'-6"2'-9"

13'-•"

3'-0"

2' -0

9' -0

NOTES

LEGEND

KEY PLAN

T R

NOR

T H

PLANT NORTH

#D1

#P3

#P4

#V3

#P5

#P6

#C1

#D2

#P8

#C4

#D3

#P7

#P25

FOR NOZZLE PENETRATION LOCATIONS AND LEGEND, SEE SHEET 5.1.

C-CC-Z-00067

TYP

CHORD

LC TANK

C INT

C INTL

#G4

#G2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

TITLE

SRP DRAWING NO. SHEET NO.

SRP DRAWING NO.

REF FILES YES NO

LEVELS

234567890123 5678901234567890123456789 1234567890123456789 23

1111 1111122222222223333333333 44444444455555555 5 66

N/A N/A

5W.S. # [ ] . 6

C C C Z 0 0 0

0 2 OF 5

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

SALTSTONE DISPOSAL SITE

TANK DESIGN

CONCRETE

ROOF EMBED AND NOZZLE PLAN

PSC= 96 DRAWN BY (ORIG): LAST CADD REV. BY:

TIME DATE:

DRAWING REV.

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

TANK

CTR PT

TYP

SUPPORT EMBED

SDU7

IRINA L-T

3B5B

SDU7

SDU6

9 1610 11 12 13 14 15

M A

E E

MATCH LINE - SEE SHEET 3

N .5

PANEL, TYP

8'-0" SQ DROP

2'-0" DIA COL W/

R O O F

O .F O F

1'- 9"

9' -4

C L

TYP

RAILING EMBED

5'-6"

TYP

4'-3"

1'-5•"

5'-2•"

'-6"

T Y P

T Y P , C H O R D

'-6

T Y P

H O

R D

"T Y P

'-3"

3'-6"

8' -2

1'-9"

PLOT DATE 12-11-17

TYP

4'-4† "1

#T3

#T2

C-CC-Z-00067

'-5

#T1

1'-0"

T Y P

C-CM-Z-00046

INDICATOR, TYP

W/ LEVEL

2'-0" DIA COL

TYP

FOR STAIR SEE

TYP

STAIR EMBED

#T4

SEE PLAN

ROOF HATCH,

8'-0" x 10'-0"

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

NO. C00201

CH2M HILL

11'-2ƒ

10'-0"

.1 1°

1.7 3°

1.73

1.7°1.66°.8°

2'-0"

11'-0"11'-0"11'-0"7'-6"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"5'-9"5'-6"

2'-0"

3'-3"

9'-0"9'-0"9'-0"9'-0"5'-9•"5'-9•"1'-6"

2'-0"

31'-10•"

2' -9 "1'-

4•

9'-0"

2'-0"

NOTES

LEGEND

KEY PLAN

#C3

#P9

#P12

#P11

#C6

#P13

#P14

FOR NOZZLE PENETRATION LOCATIONS AND LEGEND, SEE SHEET 5.1.

#C3

#P9

#G6

#P12

#P11

#C6

#P14

#D8

T R

NOR

T H

PLANT NORTH

C TANKL

C-CC-Z-00067

TYP

LEVEL INDICATOR,

2'-0" DIA COL W/

#D6

NKC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

TITLE

SRP DRAWING NO. SHEET NO.

SRP DRAWING NO.

REF FILES YES NO

LEVELS

234567890123 567890123456789012345678901234567890123456789 23

1111 1111122222222223333333333444444444455555555 5 66

N/A N/A

5W.S. # [ ] . 6

0 3 OF 5

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

SALTSTONE DISPOSAL SITE

TANK DESIGN

CONCRETE

ROOF EMBED AND NOZZLE PLAN

PSC= 96 DRAWN BY (ORIG): LAST CADD REV. BY:

PLOT DATE 12-11-17 TIME DATE:

DRAWING REV.

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

SDU7

6 1

IRINA L-T

9 10 11 12 13 14 15 16

E66390.28

3B5B

SDU7

SDU6

MATCH LINE - SEE SHEET 2

M A

1'-

T Y P4

T Y P

C H

O R

T Y P

SEE PLAN

ROOF HATCH,

8'-0" x 10'-0"

T Y P

TYP

5'-2•"

TYPCHORD,

5' -6

"TYP

TYP

CHORD,

5'-6

5'-6"

2'-7•"

Y P4

189'-9"

ROOF SLAB

189'-0"

O.F. OF WALL

181'-9"

189'-4"

CL EMBED PLATES

TYP

RAILING EMBED

TYP

DROP PANEL,

W/ 8'-0" SQ

2'-0" DIA COL

#P10

#G8

1'-9"

1•

TYP

SUPPORT EMBED

#V5

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

1'-4• "2'-9"

1.7

.5 ° 2 .11°

1.7

1.7° 1.66° 1.66° .87°

1.73°

.12

2.22°

4'-4•" 1'-7•"

4'-4"

5'-•"

2'-6"

5'-3"

5'-9"

2'-0"

11'-0" 11'-0" 11'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0" 10'-0"

4'-9"

6'-10•"

4'-7•"

8'-6" 10'-0" 6'-10" 6'-10" 8'-9" 9"

2'-0"

'-5

1/2

31'-10•"

2' -0

9' -0

NOTES

LEGEND

KEY PLAN

T R

NOR

T H

PLANT NORTH

C TANKL

C-CC-Z-00067

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

UNITED STATES DEPARTMENT OF ENERGY

SAVANNAH RIVER SITE

TITLE

SRP DRAWING NO. SHEET NO.

SRP DRAWING NO.

REF FILES YES NO

LEVELS

234567890123 5678901234567890123456789 1234567890123456789 23

1111 1111122222222223333333333 44444444455555555 5 66

N/A N/A

5W.S. # [ ] . 6

0 4 OF 5

DRAWING REPRODUCED WITHOUT WRITTEN PERMISSION OF THE PRIME

THE INFORMATION AND KNOW HOW THEREON MAY NOT BE USED NOR THE

THIS DRAWING HAS BEEN FURNISHED BY THE SAVANNAH RIVER SITE.

SALTSTONE DISPOSAL SITE

TANK DESIGN

CONCRETE

ROOF EMBED AND NOZZLE PLAN

PSC= 96 DRAWN BY (ORIG): LAST CADD REV. BY:

PLOT DATE 12-11-17 TIME DATE:

DRAWING REV.

Scale shown on this drawing is only applicable when plotted at 30"x42" (actual drawing size)

TANK

CTR PT

SDU7

6 1

IRINA L-T

MATCH LINE - SEE SHEET 1

M A

21 3 4 5 6 7 8

T Y P

C H

O R

T Y P

1 '

9'-

WALL

ROOF

SLAB

181'- 9"

189' -4"

T Y P

C H O R D

'-6

T Y P

5'-6" 5'-6" 2'-11"

T Y P

'-8

5'-9"

TYP

CHORD,

5'-6"

5'-3"

3B5B

SDU7

SDU6

FOR NOZZLE PENETRATION LOCATIONS AND LEGEND, SEE SHEET 5.1.

T Y P

'-3

5'-3"

CL EMBED PLATES

CL EMBED P

LATES

TYP

RAILING EMBED

8'-9"

12'-2" 7'-10" 11"

6'-8"9'-8" 2'-1"

8'-2" 8'-2"

T Y P

C-CC-Z-00067

TYP

8'-0" SQ DROP PANEL,

2'-0" DIA COL W/

TYP

STAIR EMBED

TYP

FOR STAIR SEE

LEVEL INDICATOR, TYP

2'-0" DIA COL W/

C-CM-Z-00046

TYP

SUPPORT EMBED

#P16

#P17

SEE PLAN

ROOF HATCH,

8'-0" x 10'-0"

#C8

#P19

#G7

#P18

#D7 #P20

#P15

#C5

#G9

#V4

CAROLIN

S O

C E

R T

ATE O

FAUTH

A T I

INC.

DESCRIPTION

NOTES

LEGEND

DETAILNOZZLE # REMARKSNORTH OF CL SOUTH OF C EAST OF C WEST OF CL L L

12" DIA. PASSIVE VENTILATION - PORT #1

12" DIA. PASSIVE VENTILATION - PORT #2

12" DIA. PASSIVE VENTILATION - PORT #3

12" DIA. PASSIVE VENTILATION - PORT #4

3" DIA. GROUT POUR- PORT #1

3" DIA. GROUT POUR- PORT #2

3" DIA. GROUT POUR- PORT #3

3" DIA. GROUT POUR- PORT #4

3" DIA. GROUT POUR- PORT #5

3" DIA. GROUT POUR- PORT #6

3" DIA. GROUT POUR- PORT #7

3" DIA. GROUT POUR- PORT #8

3" DIA. GROUT POUR- PORT #9

36" DIA. DRAIN WATER RETURN- PORT #1

36" DIA. DRAIN WATER RETURN- PORT #2

36" DIA. DRAIN WATER RETURN- PORT #3

36" DIA. DRAIN WATER RETURN- PORT #4

36" DIA. DRAIN WATER RETURN- PORT #5

36" DIA. DRAIN WATER RETURN- PORT #6

36" DIA. DRAIN WATER RETURN- PORT #7

36" DIA. DRAIN WATER RETURN- PORT #8

T1 8" DIA. THERMOCOUPLE TREE - PORT #1

8" DIA. THERMOCOUPLE TREE - PORT #2

8" DIA. THERMOCOUPLE TREE - PORT #3

C1 12" DIA. CAMERA - PORT #1A

12" DIA. CAMERA - PORT #1B

12" DIA. CAMERA - PORT #2A

12" DIA. CAMERA - PORT #2B

12" DIA. CAMERA - PORT #3A

12" DIA. CAMERA - PORT #3B

12" DIA. CAMERA - PORT #4A

12" DIA. CAMERA - PORT #4B

P1 3" DIA. INSPECTION/GROUT - PORT #1

3" DIA. INSPECTION/GROUT - PORT #2

3" DIA. INSPECTION/GROUT - PORT #4

3" DIA. INSPECTION/GROUT - PORT #5

3" DIA. INSPECTION/GROUT - PORT #6

3" DIA. INSPECTION/GROUT - PORT #7

3" DIA. INSPECTION/GROUT - PORT #8

3" DIA. INSPECTION/GROUT - PORT #9

3" DIA. INSPECTION/GROUT - PORT #10

3" DIA. INSPECTION/GROUT - PORT #11

3" DIA. INSPECTION/GROUT - PORT #12

3" DIA. INSPECTION/GROUT - PORT #13

3" DIA. INSPECTION/GROUT - PORT #14

3" DIA. INSPECTION/GROUT - PORT #15

3" DIA. INSPECTION/GROUT - PORT #16

3" DIA. INSPECTION/GROUT - PORT #17

3" DIA. INSPECTION/GROUT - PORT #18

3" DIA. INSPECTION/GROUT - PORT #19

3" DIA. INSPECTION/GROUT - PORT #20

3" DIA. INSPECTION/GROUT - PORT #21

3" DIA. INSPECTION/GROUT - PORT #22

3" DIA. INSPECTION/GROUT - PORT #23

3" DIA. INSPECTION/GROUT - PORT #24

3" DIA. INSP/GROUT/CONDENSATE - PORT #25

3" DIA. INSP/GROUT/CONDENSATE - PORT #3

12"

- 5'-1"

123'-9"

51'-8" 124'-8"

5'-0"

55'-1"

183'-10" 5'-0"

55'-1"

5'-0"

1'-6" 78'-0"

78'-0" 1'-6"

1'-6" 78'-0"

78'-0" 1'-6"

10'-7"

59'-11"

44'-7" 60'-2"

123'-9" 89'-11"

10'-7"

59'-11"

2'-0" 11'-6"

P10

P11

P12

P13

P14

P15

P16

P17

P18

P19

P20

P21

P22

P23

P24

P25

123'-9"

51'-8"

124'-8"

ROOF PENETRATION SCHEDULE

C TO MATCH EMBED P C AT FOUNDATION (+/- 1/4")

C TO MATCH EMBED P C AT FOUNDATION (+/- 1/2")

C TO MATCH EMBED P C AT FOUNDATION (+/- 1/4")LL

L L

1'-0" 1'-0"

14" DIA. PASSIVE VENTILATION - PORT #5

3'-1 1/4"

314.21'

315.96'

314.21'

315.36'

317.39'

183'-10"

314.97'

CLFL MONITOR (SECONDARY)

CLFL MONITOR (PRIMARY)

9/C-CC-Z-00067

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18…

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