090929 IWTP Clarifier 100 Design Plans.pdf

IDAHO

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LOCATION MAP

HORIZONTAL SCALE: mllas

INDUSTRIAL WASTE TREATMENT PLANT

CLARIFIER

PROJECT# __ _

HILLAIR FORCE BASE, UTAH

DRAWING INDEX

WYOMING

N

ROYGATE

(OPEN WEEKDAY

0630 TO 2230)

(CONSTRUCTION

VEHICL.E ENTRANCE)

PROCUREMENT~-"'"

OFFICE

(BLDG 1289)

0-

SECURITY

POLICE

HAFB CIVIL

ENGINEERING

OFFle

VICINITY MAP

HORIZONTAL SCALE

~~D

SOUTHGATE

(OPEN 24 HOURS)

PROJECT

AREA

SHEET DWG

NO. NO.

GENERAL

1 G.(I1

2 G.(I2

3 G.(I3

4 G.(14

5 G.(I5

S G.(IS

7 G.(I7

CIVIL

8 C.(I1

9 C.(I2

10 C.(I3

11 C.(14

STRUCTURAL

12 S.(I1

13 S.(I2

14 S.(I3

15 S.(14

16 SD.(I1

17 SD.(I2

18 SD.(I3

MECHNICAL

19 M-01

ELECTRICAL

20 E.(I1

21 E.(I2

22 E.(I3

23 E.(14

24 E.(I5

25 E.(IS

26 E.(I7

DRAWING TITLE

TITLE SHEET, VICINITY MAPS, AND DRAWING INDEX

SYMBOLS, ABBREVIATIONS AND LEGENDS

PROCESS HYDRAULIC PROFILE

STRUCTURAL NOTES

STATEMENT OF SPECIAL INSPECTION - SHEET 1

STATEMENT OF SPECIAL INSPECTION - SHEET 2

STATEMENT OF SPECIAL INSPECTION - SHEET 3

OVERALL PROJECT SITE PLAN

PROCESS TREATMENT AREA - DEMOLITION PLAN

CLARIFIER FOUNDATION SECTION AND NOTES

CLARIFIER FOUNDATION SECTIONS

CLARIFIER - FOUNDATION PLAN

CLARIFIER - TOP PLAN

CLARIFIER - SECTION

CLARIFIER - DETAILS

STANDARD DETAILS

STANDARD DETAILS

STANDARD DETAILS

CLARIFIER - PLAN

LEGEND AND ABBREVIATIONS

SINGLE LINE DIAGRAM - MCC.P3 (NEW)

SINGLE LINE DIAGRAM - MCC.P3 (NEW)

MCC.P3 ELEVATION AND SCHEDULE (EXISTING)

CLARIFIER SITE PLAN

CONTROL DIAGRAMS

SECTIONS AND DETAILS

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SYMBOLS

DESIGNATION~

OFSECTlON ~ ...J

SHEETWHERE~

SECTION IS DRAWN

o SECTION

C-01 "- SlEET INHERE SECTlON IS TAKEN

SECTION SYMBOL

DESIGNATION ~

OF SECTION (1\

SHEETWHERE~

SECTION 18 DRAWN

\§7

CD DETAIL

C01,--- SHEET WHERE

SECTION IS TAKEN

DETAIL SYMBOL

BENCHMARK DESCRIPTION ELEVATION

NOTES:

1. FOR ABBREVIATIONS NOT LISTED. SEE "ABBREVIATIONS FOR USE

ON DRAWINGS AND TEXT. "PUBLISHED BY Tl1E AMERICAN NAllONAL STANDARDS INSTITUTE, INC. (ANSI y1.1).

2. ABBREVIAllONS USED ON DRAWINGS AS IDENTIFYING MARKS FOR

SPECIALTY ITEMS, FIXTURES, AND EQUIPMENT ARE DEFINED IN THE

SPECIFICATIONS SECTION FOR mOSE ITEMS.

3. FOR ELECTRICAL AND INSTRUMENTATION & CONTROLS

ABBREVIAllONS, SEE SHEET E-01.

2 I 3 I 4

SYMBOLS, ABBREVIATIONS & LEGEND

• AS

" ACI

Ace

AISC

APPROX

Be

BLDG

BO,

BO,

BPC

eB eDF e,"

OF>

co

" " CLSM

CONe

COORD

esse e>c em

CU FT

CU IN

eu'ill

CBA

DEMO

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EF

EL

ESCP

EXP JT

EXST

FO'

FC

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GALV

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H

KIP

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LB

LB/CU " LLO ",

U

MAX

MFe

DC

DO

P.O.C.

" PJF

P>F

PS

P.O.T.

PVC

ABBREVIATIONS

AT

ANCHOR BOLT

ASPHALTIC CONCRETE

AMERICAN CONCRETE INSTITUTE

ASPHALT CONCRETE PAVEMENT

AMERICAN INSllTUTE OF STEEL

CONSTRUCTION

APPROXIMA TEL Y

BEGIN CURVE

BUILDING

BOTTOM OF STEEL

BOTTOM

BEARING

CATCH BASIN

CONTROLLED DENSITY FILL

CUBIC FEET PER MINUTE

CUBIC FEET PER SECOND

CONSTRUCTION JOINT

CENTERLINE

CONTROL LOW STRENGTH MATERIAL

CONCRETE

COORDINATE

CRUSHED SURFACING BASE COURSE

C ROSS-SONIC LOG

CENTERED

CUBIC FOOT

CUBIC INCH

CUBIC YARD

DEFORMED BAR ANC HOR

DEMOLITION

DETAIL

DISTRICT FURNISHED -

CONTRACTOR INSTALLED

DIAMETER

DRAWING

~tg~M~E

EROSION & SEDIMENT CONTROL PLAN

EXPANSION JOINT

EXISTING

FOUNDAllON

FINISH GRADE

FOOT OR FEET

FOOTING

GALVANIZED

HEADED ANCHOR STUD

HIGH POINT

INVERT ELEVATION

INCH

JOINT

THOUSAND POUNDS

ANGLE, LENGTH

POUNDS

POUNDS PER CUBIC FOOT

LOW LEVEL OUTlET

LOW POINT

LEFT

MAXIMUM

MANUFACTURER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

POINT OF CURVE

POINT OF INTERSECTION

PREMOLDED JOINT FILLER

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

POINT OF TANGENCY

POLYVINYL CHLORIDE PLASTIC

PVMT

R, RAD

REINF

REQD

m oCR

SECT ,G

0,"

SPEC

SQ FT

SQ IN ", oW on.

SYMM

TEMP

TESC

me mF mw nP

VERT

wi

WSEL

WOP

PAVEMENT

RADIUS

REINFORCE, REINFORCING

REQUIRED

REINFORCING STEEL

STANDARD DIMENSIONAL RATIO

SECTION

SLUICE GATE

SIMILAR

SPEC IFIC A TIONS

SQUARE FOOT

SQUARE INCH

STAINLESS STEEL

STANDARD

STEEL

SYMMETRICAL

TEMPERATURE

TEMPORARY EROSION &

SEDIMENT CONTROL

TOP OF CONCRETE

TOP OF FOOTING

TOP OF WALL

TYPICAL

VERTICAL

.,m

WATER SURFACE ELEVATION

WELDED STEEL PIPE

f- -

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--x--

DESCRIPTION

STRUCTURE

BITUMINOUS PAVEMENT

CONCRETE PAVEMENT

TO BE REMOVED

CAP OR PLUG ITEM TO BE REMOVED

CONSTRUCTlON LIMITS

UNDERGROUND INDUSTRIAL WASTE

STORM DRAIN

SANITARY SEWER LINE

WATERLINE

GASUNE

STEAM LINE

UNDERGROUND TELEPHONE LINE

OVERHEAD POWER

UNDERGROUND ELEC1RIC LINE

UNDERGROUND COMPRESSED AIR

TRANSFORMER PAD

CONTOUR

SPOT ELEVATION

MANHOLE

CLEANOUT

POWER POLE

FIRE HYDRANT

VALVE

WATER METER

CATCH BASIN

BENCHMARK

SOIL BORING

TREE

POST INDICATOR VALVE

THRUST BLOCK

MrTERED EDN SECTION

TELEPHONE PEDESTAL

SIGN

OVERHEAD ELECTRIC UNE

FENCE

BOd NAIL

BENCHMARK

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DESIGN CRITERIA

1. APPLICABLE CODE: 2006 INTERNATIONAL BUILDING CODE (IBe), ASAMENDED BY THE STATE OF UTAH

ANDALL OTHER APPLICABLE LOCAL AGENCIES.

2. REFER TO THE DRAWINGS FOR ADDITIONAL AND SPECIFIC STRUCTIJRE LOADINGS AND REQUIREMENTS.

3. FLOOR LIVE LOADS:

CONTAINMENT AREA

CORRIDORS, EXITS, STAIRS

WALKWAYS AND ELEVATED PLATFORMS

200 PSF

100PSF

100PSF

DEFLECTION CRITERIA FOR FLOOR FRAMING MEMBERS:

INDUSTRIAL.JPROCESS FLOOR CWMJ(JNAYS AND PLATFORMS):

TOTAL LOAD U240

LIVE LOAD U360

WHERE L IS THE MEMBER'S SPAN LENGTH

4. WIND LOAD:

BASIC WIND SPEED (3-SECOND GUST)

EXPOSURE

I

",gO MPH =c '" 1.15

5. SEISMIC LOAD:

MAPPED SPECTRAL RESPONSE ACCELERATIONS

S, S, DESIGN SPECTRAL RESPONSE ACCELERATIONS

Sos S., SITE CLASS

OCCUPANCY CATEGORY

SEISMIC DESIGN CATEGORY

I

'" 1.33 =0.56

=0.B9 =0.56 =0 =11 =0 '" 1.0

6. LATERAL FORCE-RESISTING SYSTEMS:

TANK

CLARIFIER

SLUDGE

FLOC

LATERAL FORCE-RESISTING SYSTEM

FLAT-BOTTOM, GRQUND-SUPPORTED, MECHANICALLY ANCHORED STEEL TANK

FLAT-BOTTOM, GRQUND-SUPPORTED, MECHANICALLY ANCHORED STEEL TANK

FLAT-BOTTOM, PEDESTAL-TYPE ELEVATED, MECHANICALLY ANCHOR STEEL TANK

7. SOIL DESIGN PARAMETERS:

A. NET ALLOWABLE SOIL BEARING PRESSURES:

3,000 PSF

8. EARTH PRESSURE COEFFICIENTS:

ACTIVE (Ka)' AT REST (Ko):

PASSIVE (Kp):

C. GRANULAR FILL UNIT WEIGHT:

D. DESIGN GROUND WATER ELEVATION:

0.24 0.41 S

130PCF

NOT ENCOUNTERED DURING GEOTECHNICAL EXPLORATION

8. FROST DEPTH: 361N

1.

2.

3.

4.

5.

6.

7.

s.

g.

NOTE THAT FROST SUSCEPTIBLE MATERIALS UNDERNEATH CLARIFIER AND CONTAINMENT

AREA WILL BE REPLACED WITH NON-FROST SUSCEPTIBLE FILLS DURING CONSTRUCTION.

ASA RESULT, FROST DEPTH MAY BE NEGLECTED.

GENERAL INFORMATION

FOR ABBREVIATIONS NOT LISTED, SEE ASME Y14.38 "ABBREVIATIONS AND ACRONYMS: PUBLlCA110N AS

DISTRIBUTED BYTHEAMERICAN SOCIETY OF MECHANICAL ENGINEERS (ASME).

DESIGN DETAILS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS OCCURRING

THROUGHOUT THE PROJECT, WHETHER OR NOT THEY ARE INDIVIDUALLY CALLED OUT.

DETAILING AND DIMENSIONS OF EXISTING STRUCTURES SHOWN ARE BASED ON AS-BUILT DESIGN DRAWINGS, AND DO NOT NECESSARILY REPRESENTTHEAS-CQNSTRUCTED CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY DIMENSIONS AND DETAILING OF THE EXISTING STRUCTURES PRIOR TO FABRICATION OF ADJACENT FRAMING OR CONNECTlONS OR SUPPORTS THAT ARE AFFECTED BY THE EXISTING STRUCTURE.

VERIFY FINAL OPENING DIMENSIONS IN WALLS, SLABS, AND DECKS WITH OTHER DISCIPLINE DRAWINGS

PRIOR TO CONSTRUCTION OF THESE ELEMENTS.

FOR NUMBER, TYPE, SIZE, ARRANGEMENT, AND/OR LOCA110N OF EQUIPMENT PADS SEE OTHER DISCIPLINE DRAWINGS. COORDINATE WITH EQUIPMENT SUPPLIER PRIOR TO PLACING SLABS, WALLS AND FOUNDATIONS.

COORDINATE PIPING OPENINGS WITH OTHER DISCIPLINE DRAWINGS.

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

DETAILED OR APPROVED IN WRITING BY THE ENGINEER.

VISITS TO THE JOB SITE BYTHE ENGINEER TO OBSERVE THE CONSTRUCTION DO NOT IN ANY WAY MEAN THAT ENGINEER IS GUARANTOR OF CONSTRUCTOR'S WORK, NOR RESPONSIBLE FOR THE COMPREHENSIVE OR

SPECIAL INSPECTIONS, COORDINATION, SUPERVISION, OR SAFETY AT THE JOB SITE.

SPECIAL INSPECTION (OWNER FURNISHED)AND STRUCTURAL OBSERVATIONS ARE REQUIRED IN

ACCORDANCE WITH IBe CHAPTER 17 AND STATEMENT OF SPECIAL INSPECTIONS (PLANS) PROVIDED

ON THE DRAWINGS.

SPECIFIED CONCRETE TESTING DURING CONSTRUCTION WILL BE OWNER FURNISHED. SPECIFIED

LABORATORY TEST MIXES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

FOUNDATIONS

1. REFER TO TECHNICAL MEMORANDUM ON GEOTECHNICAL DESIGN RECOMMENDA110NS BY CH2M HILL, DATED SEPTEMBER 2009.

2. EXCAVATIONS SHALL BE SHORED TO PREVENT SUBSIDENCE OR DAMAGE TO ADJACENT EXISTING

STRUCTURES, STREETS, UTILITIES, ETC.

3. ALL FOUNDA110N SLABS, SLABS-ON-GRADEAND WALL FOUNDATIONS, SHALL BEAR ON COMPACTED

GRANULAR FILLAS SPECIFIED.

4. ALL FOUNDA110N BEARING SURFACES SHALL BE INSPECTED BYTHE GEOTECHNICAL ENGINEER PRIOR

TO PLACEMENT OF REINFORCING STEEL.

5. NO BACKFILL SHALL BE PLACED BEHIND WALLS UNTIL THE WALL'SAND TOP SUPPORTING SLAB'S

CONCRETE HAVE ATTAINED 100 PERCENT OF THEIR SPECIFIED COMPRESSIVE STRENGTH.

6. NO BACKFILL SHALL BE PLACED BEHIND CANTILEVERED, FREE TOP WALLS UNTIL THE CONCRETE

HAS ATTAINED 100 PERCENT OF ITS SPECIFIED COMPRESSIVE STRENGTH.

FORMWORK, SHORING AND BRACING

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

ONLY. DESIGN SHOWN DOES NOT INCLUDE NECESSARY COMPONENTS OR EQUIPMENT FOR STABILITY OF THE STRUcnJRES DURING CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR ALL WORK RELATING TO CONSTRUCTION ERECTION METHODS, BRACING, SHORING, RIGGING, GUYS, SCAFFOLDING, FORMWORK, AND OTHER WORK AIDS REQUIRED TO SAFELY PERFORM THE WORK SHOWN.

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

REACHED 28 DAY DESIGN STRENGTH AS DETERMINED BY CYLINDER BREAKS.

CONCRETE REINFORCING

1. MINIMUM REINFORCING FOR ALL CONCRETE WALLS AND SLABS SHALL BE AS FOLLOWS:

WALL THICKNESS

6" s" 10" 12"

REINF EACH WAY

#4@12" #5@12" #4@12" #5@12"

LOCATION

CENTERED

CENTERED

EACH FACE

EACH FACE

PROVIDE LARGER SIZES AND MORE REINFORCING IN SECTIONS OF CONCRETE WHERE REQUIRED BY

THE DETAILS ON THE DRAWINGS OR BY THE SPECIFICATIONS.

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

WHEN PLACED ON GROUND: 3"

ALL OTHER CONCRETE SURFACES 2"

3. REFER TO WALL CORNER AND WALL INTERSECTION REINFORCING DETAILmWo). WALL CORNER

REINFORCING SIZES AND SPACINGS SHALL BEAS SHOWN ON THE DRAWIN REFERENCED TO

THIS DETAIL. TYPICAL HORIZONTAL WALL REINFORCING SHALL LAP WITH THE CORNER HORIZONTAL

REINFORCING.

4. 90 DEGREE BENDS, UNLESS OTHERWISE SHOWN, SHALL BE ACI 318 STANDARD HOOKS.

5. WALL CORNERAND WALL INTERSECTION REINFORCEMENT BARS SHALL BE CONTINUOUS AROUND

CORNERS. REINFORCEMENT SHALL BE EXTENDED INTO CONNECTING ~D LAPPED ON THE

OPPOSITE FACE OF THE CONNECTING WALLS, AS INDICATED IN DETAlL~.

6. LAP VERTICAL WALL BARS WITH DOWELS FROM BASE SLABS. PROVIDE A MINIMUM OF FOUR FULL HEIGHT VERTICAL BARS WITH MATCHING DOWELS AT WALL ENDS, CORNERS AND INTERSECTIONS WITH SIZE TO MATCH TYPICAL VERTICAL REINFORCING STEEL SHOWN OR REQUIRED BY NOTESABOVE.

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

MINIMUM REQUIREMENTS:

s. ~REINFORCEMEr BENDS AND LAPS, UNLESS OTHERWISE NOTED, SHALL SATISFY THE FOLLOWING

I I I I .. .. .. .. '7 .. .. "0 '"

~ BAR * 1'''" 1 z ... 1 3'''' 4'-0" 15'-10" 1 w .. " T-7" 8'''" 1 g'-5"

IsPACiNG~~ BAR * 1'''" 1'''' 1 Z'" 2'-5" 1 3'"'' 1 4'''' 5'''' 6'-2" 7'-5"

1 OTHER BAR 1'''" 1'''" 1 1'-7" 1'-10" 2'-9" 3'-1" 3'-10" 4'-9" 1 5'''"

~~I OTH~E~R.g'BARg,,-o~"~ ",~,,"~,g''''~2g'-5"+I~ 3"'."~"1~ 4, ... $4~, ... t5~5"._8:"lf 5"-~7"

OP BAR * 1'-0" 1'''" 1 1'-7" 1'-10" 2'-9" 3'-1" 3'-10" 4'-9" 1 5'''"

IOTHE~11'''" 1'''" 12'-1" 1 ~14'-5"

'*-H~O~R~'~ZO~N~,~~~~H~W~",-~IL~BARSARE CONSli:~ff~~~RS. ~O~U~ ~AN 12

** WHERE 3000 PSI CONCRETE IS USED, INCREASE ABOVE LENGTHS BY 16 PERCENT

CONCRETE

1. 28-DAY CAST-IN-PLACE CONCRETE STRENGTHS:

TYPICAL:

CONCRETE FILL:

CURBS AND SIDEWALKS:

CONDUIT ENCASEMENTS:

PIPE ENCASEMENTS NOT INTEGRAL

WITH FOUNDATIONS:

2. REINFORCING STEEL:

TYPICAL:

4000 PSI

2500 PSI

3000 PSI

3000 PSI

3000 PSI

ASTM A615, GRADE 60. WELDING

REINFORCING IS PROHIBITED.

3. FABRICATION AND PLACEMENT OF REINFORCING STEEL SHALL BE IN ACCORDANCE WITH CRSI MSP-1 -MANUAL OF STANDARD PRACTICE" AND ACI 301 "SPECIFICATIONS FOR STRUcnJRAL CONCRETE FOR

BUILDING-.

4. CONTINUOUS WATERSTOP AS SPECIFIED SHALL BE INSTALLED IN ALL CONSTRUCTION JOINTS IN WALLS OF WATER HOLDING BASINS, CHANNELS, AND BELOW GRADE STRUCTURES, EXCEPT WHERE SPECIFICALLY

NOTED OTHERWISE.

5. CONSTRUCTION JOINTS INDICATED ARE SUGGESTED LOCATIONS. CONTRACTOR MAY REVISE LOCATION OF JOINTS, SUBJECT TO SPECIFIED REQUIREMENTS. ADDITIONAL CONSTRUCTION JOINT LOCATIONS, INCLUDING ADDITIONAL REQUIRED FOR CONSTRUCTION, SHALL BE SUBMITTED FOR REVIEW BY ENGINEER.

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

ADJACENT CONCRETE.

7. THE CONTRACTOR SHALL COORDINATE PLACEMENT OF OPENINGS, CURBS, DOWELS, SLEEVES, CONDUITS, BOLTS AND INSERTS PRIOR TO PLACEMENT OF CONCRETE.

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

CONCRETE SHALL BE EMBEDDED IN THE CONCRETE.

WELDING

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

D1.1, STRUcnJRAL WELDING CODE - STEEL D1.2, STRUcnJRAL WELDING CODE -ALUMINUM D1.6, STRUcnJRAL WELDING CODE - STAINLESS STEEL

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

3. USE INTERMITTENT WELDS AT FIELD WELDS OF EMBED PLATES AND ANGLES TOAVOID SPALLING OR

CRACKING OF THE EXISTING CONCRETE.

4. BUTT JOINT WELDS SHALL BE COMPLETE JOINT PENETRATION (CJP) UNLESS INDICATED OTHERWISE.

STRUCTURAL STEEL AND METAL FABRICATIONS

1. STRUcnJRAL STEEL SHALL CONFORM TO THE FOLLOWING:

W-SHAPES A992

MISCELLANEOUS SHAPES INCLUDING

ANGLES, CHANNELS, PLATES, ETC.

SQUARE OR RECTANGULAR STEEL TUBING

STEEL PIPE

A36

ASOO, GRADE B

A53, GRADEB

2. STRUcnJRAL STEEL SHALL BE FABRICATED AND ERECTED IN CONFORMANCE WITH THEAlSC MANUAL OF

STEEL CONSTRUCTION, CURRENT EDITION, AND CURRENT OSHA STANDARDS.

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

INDICATED OTHERWISE:

UNLESS SHOWN OTHERWISE

SLIP CRITICAL

A325-N

A325-SC

ANCHOR BOLTS (AS)

STAINLESS STEEL

STEEL

GALVANIZED STEEL

MACHINE BOLTS (MB)

F593, AISI TYPE 316, CONDI110N CW

F1554, GR36

F1554, GR 361 A153

A3aT

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

5. NO HOLES OTHER THAN THOSE SPECIFICALLY DETAILED SHALL BEALLOWED THROUGH STRUcnJRAL STEEL MEMBERS. NO CUTTING OR BURNING OF STRUCTURAL STEEL IS PERMITTED WITHOUT THE APPROVAL

OF THE ENGINEER.

DEFERRED SUBMITTALS

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

OF THE PERMIT APPLICATION AND WHICH ARE TO BE SUBMITTED TO THE PERMITTING AGENCY FOR

ACCEPTANCE PRIOR TO INSTALLATION OF THAT PORTION OF THE WORK.

2. THE FOLLOWING ISALIST OF DEFERRED SUBMITTALS PER IBe SECTION 106.3.42,WHICH ARE EXPECTED TO CONTAIN STRUCTURAL CALCULA110NS OR SAFETY RELATED SYSTEM INFORMATION FOR REVIEW TO MEET BUILDING PERMITTING REQUIREMENTS FOR DESIGNED SYSTEMS. PRIOR TO INSTALLATION OF THE INDICATED STRUcnJRAL ELEMENT, EQUIPMENT, DISTRIBUTION SYSTEM, OR COMPONENT OR ITS ANCHORAGE, THE CONTRACTOR SHALL SUBMIT THE REQUIRED CALCULA110NS AND SUPPORTING DATA

AND DRAWINGS FOR REVIEW AND ACCEPTANCE BY THE ENGINEER. ADDITIONALLY, ACCEPTANCE

INDICATED ON THE ENGINEER'S COMMENT FORM, ALONG WITH THE COMPLETED, FINAL SUBMITTAL, SHALL THEN BE FILED BYTHE CONTRACTOR AND ACKNOWLEDGED AS ACCEPTED BY THE PERMITTING AGENCY PRIOR TO INSTALlATION OF THESE ITEMS.

SPECIFICATION

SECTION

055200

400515

331613.13

018815

OTHER

ITEM

HANDRAIL CALCULATIONS

PIPING SUPPORT

TANKS

SEISMIC BRACING OF: EQUIPMENT, DISTRIBUTION

SYSTEMS, AND SPECIFIC ARCHITECTURAL,

MECHANICAL, BUILDING MECHANICAL, ELECTRICAL

AND OTHER SYSTEMSAS INDICATED IN SECTION 01 8815

ANY EQUIPMENT OR COMPONENT IN WHICH A TECHNICAL

SPECIFICATION REQUIRES SUBMITTAL OF EQUIPMENT

OR ANCHORAGE SYSTEMS CALCULATIONS

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Ii

SYSTEM STAGE ITEMS COMMENTS

1. FOUNDATION SLAB OF

STRUCTURE

PRIOR TO FIRST

CONCRETE PLACEMENT

OF FIRST SECTION WHEN

ITEMS CAN STILL BE

REVISED

REINFORCING STEEL,

CONCRETE WALL

DOWELS, WATERSTOPS,

EMBEDS, AND SIMILAR

ITEMS

NOTE 1

2. CONCRETE WALLS OF

STRUCTURE

PRIOR TO FIRST

CONCRETE PLACEMENT

OF FIRST SECTION WHEN

ITEMS CAN STILL BE

REVISED

REINFORCING STEEL,

WALL DOWELS,

WATERSTOPS, EMBEDS,

AND SIMILAR ITEMS

NOTE 1

3. WALL TO FOUNDATION

CONNECTIONS PRIOR TO

FORM CLOSURE

PRIOR TO FIRST

CONCRETE PLACEMENT

OF FIRST SECTION WHEN

ITEMS CAN STILL BE

REVISED

NOTE 1

4. SYSTEM CONNECTION

EMBEDS

PRIOR TO GROUT OR

CONCRETE PLACEMENT

NOTE 1

5. TANK SHELL INITIAL WELDING OF

VERTICAL CJP JOINTS

JOINT PREPARATION,

WELDING PROCEDURES,

AND ENVIRONMENTAL

CONTROLS

NOTE 1

6. TANK SHELL INITIAL WELDING OF

HORIZONTAL CJP JOINTS

JOINT PREPARATION,

WELDING PROCEDURES,

AND ENVIRONMENTAL

CONTROLS

NOTE 1

7. ANY OTHER SYSTEM

DETERMINED TO NEED

DESIGN INTENT CONVEYED

AS CONSTRUCTION

PROGRESSES

NOTE 1

8. AT END OF STRUCTURAL

WORK OF EACH ITEM, OR

IF VISIBLE, AT END OF ALL

STRUCTURAL WORK FOR

DETERMINATION OF FINAL

CONDITION OF STRUCTURE

NOTE 1

SYSTEM OR MATERIAL

2006 IBC CODE

REFERENCE

REFERENCED

STANDARD

PERIODIC

OWNER

FURNISHED

SPECIAL

INSPECTION

(SEE NOTE 1)

CONTINUOUS

OWNER

FURNISHED

SPECIAL

INSPECTION

REQUIRED

REPORTING BY

SPECIAL

INSPECTOR TO

DESIGNATED

DISTRIBUTION

LIST COMMENTS

TESTING FOR

SPECIAL

INSPECTION

1. SOILS:

A. VERIFY MATERIALS

BELOW FOOTINGS ARE

ADEQUATE TO ACHIEVE THE

DESIGN BEARING CAPACITY

1704.7, 1803.5, 1803.6

SECTION 31 23 13,

SUBGRADE

PREPARATION

X X PROFESSIONAL

OBSERVATION BY

GEOTECHNICAL ENGINEER

B. VERIFY EXCAVATIONS

ARE EXTENDED TO PROPER

DEPTH AND HAVE REACHED

PROPER MATERIAL

1704.7 SECTION 31 23 16,

EXCAVATION

X X PROFESSIONAL

OBSERVATION BY

GEOTECHNICAL ENGINEER

C. PERFORM

CLASSIFICATION AND

TESTING OF CONTROLLED

FILL MATERIALS

1704.7 SECTION 31 23 23,

FILL AND

BACKFILL

X X SEE TABLE 3 FOR

GRADATION TEST

REQUIREMENTS

D.VERIFY USE OF PROPER

MATERIALS, DENSITIES, AND

LIFT THICKNESSES DURING

PLACEMENT AND

COMPACTION OF

CONTROLLED FILL

1704.7 SECTION 31 23 23,

FILL AND

BACKFILL

X X SEE TABLE 3 FOR

DENSITY TEST

REQUIREMENTS

E. PRIOR TO PLACEMENT OF

CONTROLLED FILL,

OBSERVE SUBGRADE AND

VERIFY THAT SITE HAS

BEEN PREPARED

PROPERLY

1704.7 SECTION 31 23 13,

SUBGRADE

PREPARATION

X X PROFESSIONAL

OBSERVATION BY

GEOTECHNICAL ENGINEER

SEE TABLE 3 FOR

DENSITY TEST

REQUIREMENTS

1. INSTALLATION OF

MATERIALS THAT REQUIRE

ADDITIONAL

MANUFACTURER'S

INSTRUCTIONS BEYOND CODE

REQUIREMENTS

1703.4.2,

1704.13 ITEM 3

ICC-ES

EVALUATION

REPORTS

X X ANCHORS INSTALLED IN

HARDENED CONCRETE

[EXCEPT WHERE INSTALLED

FOR COMPONENTS WHERE

ANCHORAGE DESIGN IS NOT

REQUIRED UNDER SECTION 01

88 15, SEISMIC ANCHORAGE

AND BRACING

NOTES:

1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES

PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE

COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING.

TABLE 1

REQUIRED NON-STRUCTURAL SPECIAL INSPECTION

SEE TABLE 2.

REFER TO SPECIFICATION SECTION 01 45 33

GENERAL

STRUCTURAL

GEOTECHNICAL

SYSTEM

2006 IBC CODE

REFERENCE

REFERENCED

STANDARD

PERIODIC

OWNER

FURNISHED

SPECIAL

INSPECTION

(SEE NOTE 1)

CONTINUOUS

OWNER

FURNISHED

SPECIAL

INSPECTION

REQUIRED

REPORTING BY

SPECIAL

INSPECTOR TO

DESIGNATED

DISTRIBUTION

LIST COMMENTS

TESTING FOR

SPECIAL

INSPECTION

1. INSPECTION OF

REINFORCING STEEL AND

PLACEMENT

1704.4, 1903.1, 1907.1, 1907.7, 1913.4

ACI 318: 3.5,

7.1-7.7

X X

2. INSPECT BOLTS TO BE

INSTALLED IN CONCRETE

PRIOR TO AND DURING

PLACEMENT OF CONCRETE

WHERE ALLOWABLE LOADS

HAVE BEEN INCREASED

1704.4, 1911.5

X X

3. VERIFY USE OF REQUIRED

DESIGN MIX

1704.4, 1904.2, 1905.2-1905.4, 1913.2, 1913.3

ACI 318: Ch. 4, 5.2-5.4

X X

4. AT THE TIME FRESH

CONCRETE IS PLACED TO

FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM

SLUMP AND AIR CONTENT

TESTS, AND DETERMINE THE

TEMPERATURE OF THE

CONCRETE

1704.4, 1905.6, 1913.10

ASTM C 172,

ASTM C 31,

ACI 318: 5.6, 5.8

X X SEE TABLE 3 FOR

CONCRETE TEST

REQUIREMENTS

CONCRETE

TABLE 2

REQUIRED STRUCTURAL SPECIAL INSPECTION

REFER TO SPECIFICATION SECTION 01 45 33

SYSTEM

2006 IBC CODE

REFERENCE

REFERENCED

STANDARD

PERIODIC

OWNER

FURNISHED

SPECIAL

INSPECTION

(SEE NOTE 1)

CONTINUOUS

OWNER

FURNISHED

SPECIAL

INSPECTION

REQUIRED

REPORTING BY

SPECIAL

INSPECTOR TO

DESIGNATED

DISTRIBUTION

LIST COMMENTS

TESTING FOR

SPECIAL

INSPECTION

TABLE 2 - CONTINUED

REQUIRED STRUCTURAL SPECIAL INSPECTION

CONCRETE (CONTINUED)

REFER TO SPECIFICATION SECTION 01 45 33

5. INSPECTION OF CONCRETE

PLACEMENT FOR PROPER

APPLICATION TECHNIQUES

1704.4, 1905.9, 1905.10, 1913.6, 1913.7, 1913.8

ACI 318: 5.9, 5.10 X X

6. INSPECTION FOR

MAINTENANCE OF SPECIFIED

CURING TEMPERATURE AND

TECHNIQUES

1704.4, 1905.11-1905.13, 1913.9

ACI 318: 5.11-5.13 X X

7. INSPECT FORMWORK FOR

SHAPE, LOCATION AND

DIMENSIONS OF THE

CONCRETE MEMBER BEING

FORMED

1906.1 ACI 318: 6.1.1 X X

1. MATERIAL VERIFICATION OF

HIGH-STRENGTH BOLTS, NUTS,

AND WASHERS:

A. IDENTIFICATION

MARKINGS TO CONFORM TO

ASTM STANDARDS

SPECIFIED IN THE

APPROVED CONSTRUCTION

DOCUMENTS

1704.3 Applicable ASTM

Material

Specifications; AISC

360: Sec. A3.3

X X

B. MANUFACTURER'S

CERTIFICATE OF

COMPLIANCE REQUIRED

1704.3 X X

2. INSPECTION OF HIGH-

STRENGTH BOLTING:

A. BOLTS REQUIRED TO BE

SNUG-TIGHT

1704.3.3 AISC 360: Sec.

M2.5

X X

B. BOLTS REQUIRED TO BE

PRETENSIONED

1704.3.3 AISC 360: Sec.

M2.5

1) TURN-OF-NUT METHOD

WITH MATCHMARKING

TECHNIQUES

1704.3.3.2 X X

2) DIRECT TENSION

INDICATOR METHOD

1704.3.3.2 X X

3) ALTERNATE DESIGN

FASTENER (TWIST-OFF

BOLT) METHOD

1704.3.3.2 X X

4) CALIBRATED WRENCH

METHOD

1704.3.3.3 X X

5) TURN-OF-NUT METHOD

WITHOUT MATCHMARKING

1704.3.3.3 X X

3. MATERIAL VERIFICATION OF

STRUCTURAL STEEL:

A. IDENTIFICATION

MARKINGS TO CONFORM TO

ASTM STANDARDS

SPECIFIED IN THE

APPROVED CONSTRUCTION

DOCUMENTS

1704.3, 1708.4, 2203.1

ASTM A 6 or ASTM

A 568

AISC 360: Sec.

M5.5

X

B. MANUFACTURERS'

CERTIFIED MILL TEST

REPORTS

1704.3, 1708.4, 2203.1

ASTM A 6 or ASTM

A 568

AISC 360: Sec.

A3.1

X

4. MATERIAL VERIFICATION OF

WELD FILLER MATERIALS:

A. IDENTIFICATION

MARKINGS CONFORM TO

AWS SPECIFICATIONS IN

THE APPROVED

CONSTRUCTION

DOCUMENTS

1704.3 AISC 360: Sec.

A3.5

AWS D1.1: Sec. 6

X

B. MANUFACTURER'S

CERTIFICATES OF

COMPLIANCE REQUIRED

1704.3 AISC 360: Sec.

A3.5

AWS D1.1: Sec. 6

X

5.A. INSPECTION OF WELDING,

STRUCTURAL STEEL:

1. COMPLETE AND PARTIAL

PENETRATION GROOVE

WELDS

1704.3.1 AWS D1.1 X X

2. MULTI-PASS FILLET

WELDS

1704.3.1 AWS D1.1 X X

3. SINGLE-PASS FILLET

WELDS > 5/16"

1704.3.1 AWS D1.1 X X

4. SINGLE-PASS FILLET

WELDS <= 5/16"

1704.3.1 AWS D1.1 X X

NOTES:

1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES

PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE

COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING.

STEEL

SYSTEM

2006 IBC CODE

REFERENCE

STANDARD OR

CODE

PERIODIC

OWNER

FURNISHED

SPECIAL

INSPECTION

(SEE NOTE 1)

CONTINUOUS

OWNER

FURNISHED

SPECIAL

INSPECTION

REQUIRED

REPORTING BY

SPECIAL

INSPECTOR TO

DESIGNATED

DISTRIBUTION

LIST

COMMENTS

FOR DETAILS, REFER TO

SPECIFICATION SECTION

01 45 33

TESTING FOR

SPECIAL

INSPECTION

INSTALLATION OF OTHER

SEISMIC SUPPORTS FOR

DESIGNATED ELECTRICAL

SYSTEMS AND THEIR

COMPONENTS

1707.1 ITEM 2 X X NOTES 2 & 3

INSTALLATION OF OTHER

SEISMIC SUPPORTS FOR

DESIGNATED MECHANICAL

SYSTEMS AND THEIR

COMPONENTS

1707.1 ITEM 2 X X NOTES 2 & 3

STRUCTURAL STEEL WELDING

IN SEISMIC FORCE-RESISTING

SYSTEMS EXCEPT FOR

FLOOR/ROOF DECK WELDING

AND SINGLE PASS FILLET

WELDS ≤ 5/16"

1707.2 AISC 341 X X SEE TABLE 6 FOR

NONDESTRUCTIVE

TESTING OF

WELDS

NOTES:

1. PERIODIC INSPECTION IS DEFINED AS INSPECTION BY THE SPECIAL INSPECTOR OF ALL MATERIALS AND SYSTEMS, IN SOME CASES

PERFORMED DURING THEIR PLACEMENT AND IN ALL CASES PERFORMED UPON COMPLETION OF THEIR PLACEMENT. THE

COMPLETION INSPECTION SHALL BE PERFORMED SO THAT WORK CAN BE CORRECTED PRIOR TO OTHER RELATED WORK PROCEEDING

AND COVERING THE INSPECTED WORK

2. TESTING OF SYSTEMS AND THEIR ANCHORAGE SHALL BE IN CONFORMANCE WITH 2006 IBC SECTION 1708.5.

3. CERTIFICATION OF SYSTEMS AND THEIR ANCHORAGE SHALL BE IN CONFORMANCE WITH 2006 IBC SECTION 1708.5.

TABLE 4

REQUIRED SPECIAL INSPECTION FOR SEISMIC RESISTANCE FOR STRUCTURAL SYSTEMS

REFER TO TABLE 2 FOR STANDARD STRUCTURAL SPECIAL INSPECTION REQUIREMENTS

The Seismic Design Category (SDC) for this Project is D.

STRUCTURAL

ELECTRICAL

PROCESS MECHANICAL

MATERIAL

TYPE OR

SCOPE STANDARD

2006 IBC CODE

REFERENCE FREQUENCY BY WHOM

REQUIRED

REPORTING TO

DESIGNATED

DISTRIBUTION

LIST COMMENTS

COMPLETE AND PARTIAL

PENETRATION GROOVE

WELDS

NONDESTRUCTIVE

TESTING

AISC 341

AWS D1.1

1708.4 CONTINUOUS SPECIAL

INSPECTOR

X

MULTI-PASS FILLET WELDS NONDESTRUCTIVE

TESTING

AISC 341

AWS D1.1

1708.4 CONTINUOUS SPECIAL

INSPECTOR

X

SINGLE-PASS FILLET WELDS >

5/16"

NONDESTRUCTIVE

TESTING

AISC 341

AWS D1.1

1708.4 CONTINUOUS SPECIAL

INSPECTOR

X

BASE METAL THICKER THAN

1.5 INCHES WHERE SUBJECT

TO THROUGH-THICKNESS

WELD SHRINKAGE STRAINS

ULTRASONIC

TESTING

ASTM A435 OR

A898 (LEVEL 1)

1708.4 CONTINUOUS SPECIAL

INSPECTOR

X

STEEL

TABLE 6

TESTING FOR SEISMIC RESISTANCE

REFER TO SPECIFICATION SECTION 01 45 33

MATERIAL

TYPE OR

SCOPE STANDARD

2006 IBC CODE

REFERENCE FREQUENCY BY WHOM

REQUIRED

REPORTING TO

DESIGNATED

DISTRIBUTION

LIST COMMENTS

CONTROLLED FILL GRADATION ASTM D422 1704.7 SECTION 31 23 23,

FILL AND BACKFILL

CONTRACTOR'S

APPROVED

TESTING AGENCY

X

CONTROLLED FILL DENSITY ASTM D1556, D2922 1704.7 SECTION 31 23 23,

FILL AND BACKFILL

CONTRACTOR'S

APPROVED

TESTING AGENCY

X

PREPARED SUBGRADE DENSITY ASTM D1556, D2922 1704.7 SECTION 31 23 13,

SUBGRADE

PREPARATION

CONTRACTOR'S

APPROVED

TESTING AGENCY

X

CONCRETE STRENGTH ASTM C39 1704.4, 1905.6 ONCE EACH DAY,

BUT NOT LESS

THAN ONE SAMPLE

FOR EACH 150

CUBIC YARDS OR

5,000 SFT OF

WALLS OR SLABS

PLACED

OWNER'S TESTING

AGENCY

X

CONCRETE SLUMP ASTM C143, C94 1704.4 ONE SAMPLE PER

STRENGTH TEST

OWNER'S TESTING

AGENCY

X

CONCRETE AIR CONTENT ASTM C231, C94 1704.4 ONE SAMPLE PER

STRENGTH TEST

OWNER'S TESTING

AGENCY

X

CONCRETE TEMPERATURE ASTM C1064 1704.4 ONE SAMPLE PER

STRENGTH TEST

OWNER'S TESTING

AGENCY

X

STEEL STUD WELDING PRE-PRODUCTION

TESTING

AWS D1.1 Sec. 7.7.1 1704.3 PRIOR TO

CONSTRUCTION

FOR EACH SIZE

AND TYPE AND

FIRST 2 STUDS

EACH SHIFT

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

MONITOR PROCEDURES AND

RESULTS OF BEND TESTING.

SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

HIGH-STRENGTH BOLTING PRE-INSTALLATION

VERIFICATION

TESTING OF

PRETENSIONED

BOLTS

RCSC

SPECIFICATION

FOR STRUCTURAL

JOINTS USING

ASTM A325 OR

A490 BOLTS,Sec. 7

1704.3 3 FASTENER

ASSEMBLIES OF

EACH

COMBINATION OF

DIAMETER,

LENGTH, GRADE

AND LOT

OWNER'S TESTING

AGENCY

X

STRUCTURAL STEEL ULTRASONIC OR

RADIOGRAPHIC

NONDESTRUCTIVE

TESTING

AWS D1.1 1704.3.1 SECTION 05 05 23,

WELDING

CONTRACTOR'S

APPROVED

TESTING AGENCY

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK MAGNETIC

PARTICLE OR

LIQUID PENETRANT

NONDESTRUCTIVE

TESTING

AWS D1.1

AWWA D100 Sec.

11.5, 11.6

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK MAGNETIC

PARTICLE OR

LIQUID PENETRANT

NONDESTRUCTIVE

TESTING

AWS D1.1

AWWA D100 Sec.

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK RADIOGRAPHIC

NONDESTRUCTIVE

TESTING

AWS D1.1

AWWA D100 Sec.

11.4, 11.5, 11.6

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK ULTRASONIC

NONDESTRUCTIVE

TESTING

ASME BPV CODE

Sec. VIII, D1, Par.

UW-53, & App. 12

AWWA D100 SEC.

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK MAGNETIC

PARTICLE

NONDESTRUCTIVE

TESTING

AWS D1.1

AWWA D100 Sec.

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

WELDED STEEL TANK ULTRASONIC

NONDESTRUCTIVE

TESTING

ASME BPV CODE

Sec. VIII, D1, Par.

UW-53, & App. 12

AWWA D100 Sec.

1704.3 SECTION 33 16

13.13, WELDED

STEEL TANK

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

ELEVATED STEEL TANK RADIOGRAPHIC

NONDESTRUCTIVE

TESTING

AWWA D100 Sec.

11.4, 11.5, 11.6

1704.3 SECTION 33 16 19,

ELEVATED

POTABLE-WATER

STORAGE TANKS

CONTRACTOR'S

CERTIFIED

WELDING

INSPECTOR

X SPECIAL INSPECTOR SHALL

OBSERVE INSPECTION

PERFORMED BY

CONTRACTOR'S CWI AND

REVIEW RESULTS

STEEL

CONCRETE

TABLE 3

TESTING FOR REQUIRED SPECIAL INSPECTION

REFER TO SPECIFICATION SECTION 01 45 33

GEOTECHNICAL

E c c

1 I 2 I

I , I I

I , I I

I

~---- 47'-3"

I II 26'-{)"

/ II

l~ , I

)XI( I

I

VALL, NOTE 2

T-08

1'<

It!)

o

EXISTING SECONDARY

CONTAINMENT WALL

L- '----- EXISTING WALKWAY,

I

III

,LcJJ

II I

~r-- - -

PH II I ADJUSTMENT

TANK

T-17

//H~f,,,,,/,j,~, I I

\ b!

4C~) . ~ !

~ NOTE-4

§ 1~~c"lc~ I~I ~F~'~ _ :31~ I (( \\

=====ij-' QJ ~~~~ I ~ :

~¥~~~~, ~~~'--TOPOFWALL' EL '" 4777.00,

j NOTE 1

SLUDGE PUMPS 14'-4"

z8 1'11""1 1""1 a , 12

FEET

I I

I , I I

I 18 I

NOTES:

1. USE TOP OF WAU.AS BASIS FOR VERTICAL DATUM.

2. USE EXISTING WALLAS BASIS FOR HORIZONTAL

LOCATION OF EQUIPMENT. VERIFY WALL IS PARALLEL

TO EXISTING CONTAINMENT WALL TO SOUTH.

NOTIFY OWNER IF WALLS ARE NOT PARALLEL. DlMENSIOMS

SHOWN ARE TO TANK CENTERLINE.

3. AS SHOWN ON THE HYDRAULIC PROFILE (DRAWING G-(3).

WASTEWATER WILL FLOW BY GRAVITY FROM EXISTING

TANK T-78 TO THE FLOC TANK AND FROM THE CLARIFIER

TO EXISTING TANK T-17. IT IS CRITICAL THAT ELEVATIONS

SET FOR THE NEW CLARIFIER AND FLOC TANK BE ESTABLISHED

TO ALLOW FOR GRAVITY FLOW. ELEVATIONS SHOWN ON

DRAWINGS G-03AND M-Q1 FOR EXlSTINGTANKSAND PIPES

(AS NOTED ON DRAWINGS) SHALL BE VERIFIED TO WITHIN

+ OR - 0.5 INCHES. SUBMlf ELEVATIONS TO OWNER FOR

APPROVAL PRIOR TO STARTING CONSTRUCTION OF CLARIFIER

AND NEW TANK FOUNDATIONS; DO NOT START CONSTRUCTION

UNTIL ELEVATIONS HAVE BEEN APPROVED. ALSO, ELEVATIONS

OF TANK NOZZLES (AS SHOWN ON TANK DRAWINGS ATTACHED

TO WELDED STEEL lANK SPECIFICATIONS) MAY NEED TO BE

ADJUSTED ONCE EXISTING PIPE ELEVATIONS ARE VERIFIED.

4. VERIFY ELEVATIONS, SEE DRAWING 5-02, NOTE 4.

SITE PLAN

SCALE: 3116--1'-0-

I 5

T-78 ~ T-7A I

% - I h I

.u.

I

I

I I

0 D

CHEMICAl.. ROOM

I

I

I-I I = = ,---h i L H I 1-' I

I I h I ELECTRICAL

1-1 I ROOM

1-' I H I 1---' I 1-1 I

--- z n~

Ii z

.J :5

.J D.

W - f-

::I Cii f-

:E ~u S;W ua

N 0::

D.

Z ...J

~ U W

1)

BAR IS ONE INat ON ~

ORIGINAl... ORAWING. '" 0 '" §

DATE ~

PRe 391962 2 ~ C-01 fil ~ il L-__________________________________________________________________________________________________________ --------------------------------------------------------------------=FI~LE=WW~E~.~$~,~~~=O~,.~~----~P~UIT~"'~"=E~.~~~~9~-- PUITTIME. 2.~.~PN r------------1~-----------L-1----------~2~-----------1L-----------~3~----------~1------------~4--------~~'~~~~A:iIO~N~~:=~5,:n"":IIN::FL~~~~j'~~~~~~~·~--------~--::~~;;;~~~I BURIED3"SLUDGEE~'1-~==_m('X x X\ \J II r~"," ~ • LINE TO SLUDGE "4"REJECT 0X ZE) ~~ifr~,,, ".'!;)~'ti~ .~

B

D

/N(g)1.'

NOTES:

J FIRE HYDRANT

SLUDGE

HOLDING

TANK

o

~\: OPEN ENDED

PIPE

1. REMOVE CLARIFIER AND ASSOCIATED SUPPORT STRUCTURE.

2. REMOVE SLUDGE PUMPS AND BOX. PRESERVE FOR INSTALLA110N

WITH NEW CLARIFIER. PRESERVE ELECTRICAL CONDUIT TO ENCLOSURE

FOR EXTENSION TO NEW LOCATION OF ENCLOSURE.

3. IN GENERAL, ALL DEMOLITION SHALL BE NORTH OF MAIN

CONTAINMENT WALL UNLESS NOTED. DO NOT DAMAGE THE

MAIN CONTAINMENTWALL.

4. REMOVE CLARIFIER CONTAINMENT WALL, INCLUDING BELOW GRADE

MATERIAL. IF REMOVAL OF SOUTH WALL THAT ABUTS THE MAIN

CONTAINMENT WALL MAY DAMAGE THE REMAINING WALl., NOTIFY

ENGINEER BEFORE PROCEEDING WITH REMOVAL.

5. REMOVE ALL PLATFORM AND ASSOCIATED SUPPORTS NORTH OF

THE MAIN CONTAINMENT WALL.

B. PROVIDE TEMPORARY BARRICADE ACROSS OPENING UNTIL NEW

WALKWAY IS INSTALl.ED.

7. LIGHT POLE TO REMAIN. PROTECT DURING DEMOLITION AND NEW

CONSTRUCTION.

NOTE 17,

F PIPE ABOVE,

NOT SHOWN FOR

CLARITY. DO NOT

REMOVE

,,-",~-NOTE 5

- PI lie:: HOLE AFTER

REMOVING PIPE

-® ,NOTE ,.

8. REMOVE PIPE TO INTERFACE POINT INDICATED. VERIFY WITH OWNER THAT PIPE IS OUT OF SERVICE PRIOR TO REMOVING PIPE. PIPES MAY CONTAIN LIQUID; USE CAUTION WHEN CUTTING PIPE. CONTAIN AND CLEAN UP NfY SPILLS. EXCEPT FOR 1" AIR, ALL PIPES ARE INSULATED AND HEAT TRACED. ASSURE HEAT TAPE IS OFF PRIOR TO CUTTING. PROVIDE TEMPORARY SUPPORTS

AS NECESSARY TO PRESERVE REMAINING PIPE FOR CONNECTION TO NEW PIPE.

9. REMOVE VALVE AND PRESERVE FOR INSTALLA110N IN NEW PIPE.

10. PIPE LOCATIONS ARE APPROXIMATE.

11. REMOVE POLYMER PIPE BETWEEN CLARIFIER AND BRANCH POINT.

CAP OR MODIFY PIPE AT BRANCH POINT TO ALLOW CON11NUED

USE OF POLYMER FEED TO TANKT-06.

12. REMOVE PIPE TO CONNECTlON POINT WITH HEADER LOCATED ON

SOUTH WALL OF MAIN CONTAINMENT WALL. CAP PIPE REMAINING.

13. REMOVE CATCH BASIN AND DRAIN LINE. PLUG HOLE IN MAIN

CONTAINMENT WALL WITH GROUT AFTER DRAIN LINE IS REMOVED.

1-4. AFTER NEW SLUDGE LINE IS INSTALLED FROM POINT rAJ TO EXISTING SLUDGE TANK (SEE DRAWINW-01)AND NEW CLARIFIER IS OPERATIdN:A~MOVE SLUDGE LINE FROM POINT H TO POINT r:Jl~CAPPIPEATPOINT H . COQRDINATEWITHOWNER ON CONNECTI OF NEW PIP tiT J WITH REMOVAL OF STING PIPE TO ASSURE CONTINUOUS OPERATION OF EXlS G SLUDGE SYSTEM.

~~~~INGTANK, , r\ .. ~ • iii. v

NUl.'. - ~ r"' '~,,~' "4Jl ~ REMOVETANK,N".,..,n. ~ '"'. ;;OINT~,L.;=Ftl~~~===; ~ ~

10'" INFLUENT, 1~!~D'MER 'CY'" Y ~ T -08 -"

NOTE ~0TE11 ,::~',:~:o ~~;ATE I-----;"'~,,-::I~i XXXXXX y xi ~- ~m -

INCLINED

PLATE CLARIFIER

T-15, NOTE 1 ~

NOTE

PLAN

1/4"-1'·0·

I

CONTAINM.( ~t:(1 WALL, NOTE 4 3" ~llInC::F

NOTES8& 12

LIGHT POLE,~",

NOTE 7 V

15. BURIED LINE MAY NEED TO BE REMOVED DURING EXCAVATION FOR

CLARIFIER. LOCATION SHOWN IS APPROXIMATE. IF LINE CAN NOT

BE KEPT IN SERVICE DURING EXCAVATION, INSTALLATEMPORARY

LINE (3" FLEXIBLE HOSE) FOR USE UNTIL PERMANENT LINE IS INSTALLED.

16. REMOVE FIRE WATER LINE FROM ® TO FIRE HYDRANT. CAP PIPE AT ®.

17. CJr.P PIPE AT GRADE.

16. REPLACE TEE WITH ELBOW AND INSULATE NEW FITTING.

19. REMOVE THREE DECANT VALVES AND INSTALL BLIND FLANGES.

20. REMOVE PLASTIC TANK. COORDINATE WITH OWNER ON REMOVAL

OF PIPE CONNECTED TO TANK.

LEGEND

I ~ ~ ~ ~ I AREA OF DEMOLITION

o INTERFACE POINT FOR

DEMOLISHED PIPE AND

PIPE TO REMAIN. SAME

IDENTIFIER IS ALSO SHOWN

ON DRAWING M-01.

~~~~,,~o~,~,~,,~~o~,==~1 ~~~O~.~G~'~~~~~~~'~~~ o "§

DATE ~

I PRe 391962 2 ~ C-02fil L-________________________________________________________________________________________________ -=~_=~--__________ ~ m

FILENM4E. 391962-C-02.dwg PLOT DATE. 9I25l2009 PLOT TIME. 2.46.20PN

FINAL GRAD"-,

SEE NO"E "_~

BASE COURSE

SEE NOTES BAND

EXISTING GRADE

EL4767.80

PIPE ENCASEMENT, SEE DRAWING 5-03

EL4767.34

EL4nO.26

TEMPORARY POSITION

OF PVC LINER WHILE

CONSTRUCTING FILL (TYP)

SEE NOTE 8

FOLD DOWN (TYP)

BASE COURSE

~r-_____________________________ I=~~~~~~~~~~SEENOTES6AND8 EXISTING

CONTAINMENT

STRUCTIJRE /

/ I '" '" BASE COURSE 1r-+----sEENOrrE7

I '7;J;fii~~~ =!:EL4763'59~~ /

L ___ -----' ~_+-~SEENorrE1 '\ _____ ~~~~~~~ -------??;V~-iii :«<<<<, (/,,~(/sy~«<<</< _FX'R'"'Nr.GRADE

TEMP STEEL SHORING ",., /W);((/ VJ;.

SEENOTES2AND5----~----------------------~. 1

MIN 13 OZNONWOV~N~1---=========11] GEOTEXTILE CUSHIONS

SEE NOTES 8 AND 7 I

40 MIL PVC LINER

NOTES2M1D5

\ SEE NOTE 6 C-=c-c--_

SEE NOTES 2 AND 5

'\----------'1

EXTEND GEOTEXTILE

CUSHIONS ABOVE & BELOW

ALL AREAS OF PVC LINER.

40 MIL PVC LINER

SEE NOTE 6

0" PERF DRAIN PIPES

SEE NOTE 1

LAY ON PVC LINER, INVERT EL 4761.09

SEE NOTES 3 AND 4

SECTION

SCALE: 1/4-=1'-Qw

NOTES:

1. CONTRACTOR SHALL VERIFY THE LOCATIONS AND ELEVATIONS OF EXISTING

FOOTINGS AND WALLS PRIOR TO BEGINNING CONSTRUCTION OF THE NEW CLARIFIER.

LOCATIONS AND ELEVATIONS MAYVARY FROM THAT SHOWN.

2. PROVIDE TEMPORARY STEEL SHORING AS REQUIRED TO SUPPORT THE FILL UNDER

EXISTING CONTAINMENT STRUCTURE. STEEL SHEETS THAT WILL BE IN CONTACT

WITH GEOTEXTILE CUSHION AND PVC LINER SHALL BE SMOOTH AND FREE OF ALL

SHARP EDGES THAT COULD DAMAGE LINER. CONTRACTOR SHALL DESIGN TEMPORARY

STEEL SHORING. ANCHOR THE SHORING TO EXISTING WALL OR OTHERW"ISE

BRACE OR DRIVE SUFFICIENTLY DEEP TO PROVIDE SUPPORT. NO SHORING MAY

BE NECESSARY IF THE BOTTOM OF EXISTING FOOTING IS LOCATED 2 FEET OR

LESS ABOVE THE REQUIRED CLARIFIER EXCAVATION GRADE AS SPECIFIED IN

NOTE 3 BELOW.

3. EXCAVATEAND REMOVE All. EXISTING SOIL TO ELEVA110N 4760.5AS SHOWN UNDER

THE CLARIFIER AND AS SHOWN IN SECTIONSAAND B ORAS DIRECTED BYTHE

ENGINEER IN THE FIELD AT THE TIME OF CONSTRUCTION. REMOVE ALL EXISTING

LOOSE FILL CONTAMINATED MATERIAL, OR OTHER MATERIAL AS DIRECTED.

FINAL DEPTH OF EXCAVATION MAY VARY FROM THAT SHOWN. MOISTEN AND

COMPACT THE SUBGRADE TO NOT LESS THAN 95% RELATIVE COMPACTION IN

ACCORDANCE WITH ASTM 01557 TOA DEPTH OF AT LEAST 12-INCHES BELOW

THE SUBGRADE ELEVATION DISTURBED BYTHE CONSTRUCTION ACTIVITIES.

4. CONTRACTOR SHALL CONSTRUCT THE TWO NEW RETAINING WALLS ON EACH SIDE

OF THE CLARIFIERAS SHOWN (SECTION B). CONSTRUCT AFTER THOROUGH

COMPACTlON OF THE SUBGRADE AND PRIOR TO BEGINNING THE GRADING AND

INSTALLATION OF PVC LINER AND LINER BEDDING. FILLAND COMPACT OR EXCAVATE

AS REQUIRED TO ACHIEVE THE ELEVATION FOR REQUIRED FOOTING GRADES.

COMPACT ALL MATERIALS TO NOT LESS THAN 95% RELA11VE COMPACTION IN

ACCORDANCE WITH ASTM 01557.

5. IF SHORING IS NEEDED AND IS USED TO SUPPORT SOIL UNDER FOOTING AS

REQUIRED PER NOTE 2ABOVE, REMOVE THE TEMPORARY STEEL SHORING AFTER

SATISFACTORILY COMPLETING BACKFILLING TO THE TOP OF THE EXISTING WALL

FOOTING ADJACENT TO THE CLARIFIER. DO NOT DISTURB OR DAMAGE PVC LINER

OR GEOTEXTILE CUSHIONS WHILE PERFORMING THIS WORK.

6. CONSTRUCT 40 MIL P\IC LINER, GEOTEXTILE CUSHIONS, BEDDING, AND COVER

SYSTEM, AS SHOWN. CONSTRUCT AFTER COMPLETION OF NEW RETAINING WALLS

AS REQUIRED IN NOTE 4 ABOVE. TEMPORARILY FOLD THE PVC LINER AND

GEOTEXTILE CUSHIONS BACK OUT OF THE WAY WHILE CONSTRUCTING THE

CENTER CLARIFIER SUMP AND WHILE PLACING AND BACKFILLING OVER THE LINER

SYSTEM. PLACE AND COMPACT BACKFILL ON BOTH SIDES OF THE NEW RETAINING

WALLS SO THAT THE BACKFILL ON BOTH SIDES OF THE WALL IS EQUAL IN

ELEVATION AT ALL TIMES. CONTINUE BACKFILLING UNDER THE CLARIFIER

FOUNDATION IN ASIMILAR MANNER UN11L BACKFILLED TO EL 4767.8, AT BASE OF

CONCRETE SLAB. PLACE All. BACKFILL IN HORIZONTAL LIFTS AND MAINTAIN ALL

AREAS OF THE FOUNDATION AT SIMILAR ELEVA110N AT ALL 11MES AS CLARIFIER

IS BEING BACKFILLED. AFTER COMPLETION OF BACKFILLING, COMPACTION, AND

COMPLETION OF ALL OTHER FOUNDATION PREPARATION WORK UNDER THE

CLARIFIER, FOLD THE PVC LINER AND GEOTEXTILE CUSHIONS OVER THE TOP

OF THE BASE COURSE AND GRAVEL FILL AS SHOWN. PVC LINER AND GEOTEXTILE

CUSHIONS SHAll. EXTEND A MINIMUM OF 4 FEET UNDER THE EDGES OF THE

CLARIFIER IN ALL AREAS AS SHOWN. SLOPE THE PVC LINER SYSTEM AS SHOWN

(10H:1V) SO THAT ALL SURFACE WATER THAT MIGRATES TO THE TOP OF THE

LINER SYSTEM WILL DRAIN AWAY FROM THE TANK BACKFILL OVER THE LINER

SYSTEM AS SHOWN USING BASE COURSE.

7. PLACE GEOTEXTILE CUSHIONS AND PVC LINER AGAINST WALLS OF EXISTING

CONTAINMENT STRUCTURES AND NEW RETAINING WALLSAS SHOWN, SIMILAR

TO DETAIL 1, SECTION A

8. PLACE BASE COURSE BACKFILL OVER TOP OF PVC LINER AND GEOTEXTILE

CUSHIONS AS SHOWN AROUND PERIMETER OF CLARIFIER. USE CARE IN PLACING

AND COMPACTING COVER SOIL SO AS NOT TO DAMAGE PVC LINER SYSTEM OR

GEOTEXTILE CUSHIONS.

9. PLACE 12" DIAMETER MONITORING SUMP AS SHOWN. EXTEND DRAIN PIPE AND

LOCATE SUMP OUTSIDE THE NEW RETAINING WALLA8 SHOWN. PROVIDE ALL

DRAIN PIPING TO GRAVITY DRAIN TO 12" SUMP. PREPARE PVC BOOT, DRAIN

PIPES AND FITTINGS, AND 12" SUMP SO ALL ELEMENTS ARE CAPABLE OF WATER

TIGHT CONNECTIONS TO MINIMUM OF 10 FEET OF PRESSURE HEAD.

FILENM4E: 391962-C03.dwg PLOT DATE: 9I25l2009

.J

.J -::I :E N Z U

SEE NnT< ,'_

WALL

BASE COURSE

SEE NOTES 6 AND 8

PROVIDE REMOVABLE CAP FOR TOP OF 12- MONITORING: SUIMP' ~

HYDROSEED AND REPAIR

DISTURBED AREAS

I I I I

FINAL GRADE

EL4770.26

EL4767.80

----I

FINAL GRADE TEMPORARY POSITION

OF PVC LINER WHILE

CONSTRUCTING FILL (TYP)

FOLD DOWN (TYP)

NOTES6AND8

WALL

CUT

ASPHALT BEFORE

EXCAVATING

SLOPE OR SHORE AS NEI'O"O----___ ::::., PIPE ENCASEMENT

-----=~~-o;;;;;;;~;_I BASE COURSE BASE COURSE

12- SOLID PVC PIPE AND FITTINGS AS SHOWN FILL

~~=~~~~1~~~~ ~~~:~~iij~~~~~~~~i;~~il~~;·;~~;:~~;~'+~L!i4:~:3~~~~~~~~~~~~~~~~~~~~~~~:~7

COURSE,

SEE NOTE 2

SEE NOTE

-----.::,:.~-- .:-;i .

SEE NOTES 3 AND 4

12" BASE COURSE

R PVC LINER SYSTEM

12- CAP, WATER TIGHT

6" SOLID PVC DRAIN PIPE TO

SEE NOTE 9

SLUDGE TANK

PVC BOOT AND CLAMPS, MAKE WATE'!TII3Hlr ~

LOCALLY DEPRESS PVC LlNERAS REQUIRED TO INs:rAL.LB<Ja'T~

6" SOLID PVC PIPE WITH 22.5 DEG FITTINGS AS SHCJWI'~

K----------{~~~ETI~~~~~r-C~LA~R:IF~IE~R~F~o~U;N~D~AT;,~O~N--------------------~

LINER AND \ ~

'TEXTILE CUSHION l.i~_:BAS~E~CO:U~R~S:E_~_oJR~""~~(TY~P~)~~BAS~ffiE]CO:Ql:UilORS~E=======j

JDTH SIDES ~ 1"\ '\

~ 1 \ \ PIPE ENCASEMENT

" BASE COURSE '---'A \\ \\------------------j

~ _ \\ BASE COURSE V/

b==~~~~~~'S8~.D~RA~'NA~G;E~G~RA~~~L~~\~\~~~~~~~~~~ I I BASE COU\<sE /

L 40 MIL PVC LINER \

L PVC LINER BOOT AND C~PS AROUND PIPE ENCASEMENT

SECTION

SCALE: 1/4"=1'·0"

6W PERF DRAIN PIPES

LAY ON PVC LINER, INVERT EL 4761.09

SECTION

SCALE: 1/4"=1'..0-

S.()1

MASS CONCRETE

FIll. (2500 PSI MIX)

I

CD

8-01

I'

"' .1

, I

I 1'_--"" L-_-='- __ _

SECTION

SCALE:NTS

EL4766. ORAS NEEDED

TO SUPPORT PVC LINER

SECONDARY CONTAINMENT

WALL & FOOTING BEYOND

MATCH FOOTING

EL4760.89

SEE

~ '''lIP' OR SHORE AS NEEDED

SEE N01E4

NOTE:

1. SEE DRAWING C-03 FOR NOTES.

2. MATCH TYPE AND DEPTH OF EXISTING

BASE COURSE AND ASPHALT.

FILENAME: 391952-C04.dwg PLOT DATE: 9/2512009

.J

.J -::I N :z:

U w w 1;1 I( 0:

:i:

w 0: ~ ~

~ ill ~ :::>

" ~ >-z Z 30 :l w ;g ..

" " 0: !z 0 I;; W d ~ 0:

1'-6"

EL4l~!l!! ______________________ ~~=ci==~~ _______ +_:_", __

TOW EL 4773.00

NOTE 9

EXISTING SLUDGE

HOLDING TANK

SECONDARY

CONTAINMENT

WALL

__ I _~-+

~~!!.!;1y 0

NOTE 11

'r THICK FIBER

SLUDGE

- GROUT FILL

IN PIT

PIPE ENCASEMENT

!Q330-01$

SLOPEsLAB~ UNIFORMLY

TO CENTER

AT 1:12 SLOPE

EQUIPMENT PAD @SIM

FOUNDATION PLAN

SCALE: 1/4"=1'-0"

TOP OF SLAB

IN PIT

EL4763.59

II _~- SE,. NOTE 7

- -- - -- - M-I~='-' -+ __ ---''-__ ~,OF qL''''FIIER

NOTE 10

EL4770.00

EL4765.90

NOTES:

1. FOR GENERAL DESIGN CRiTERIAAND TYPICAL CONSTRUCTION REQUIREMENTS, SEE GENERAL STRUCTURAL NOTES ON DRAWING G-04.

2. WELDED STEEL CLARIFIER SHELL SHALL BE DESIGNED IN ACCORDANCE WITH

AWWA D100-05AND ASCE 7-05AND IN ACCORDANCE WITH THE SPECIFICATIONS.

3. SCLARIFIER MANUFACTURER IS RESPONSIBLE FOR DESIGN OF CLARIFIER

MECHANISM AND EQUIPMENT, STEEL SHELL, PERIMETER ACCESS WALKWAY,

STAIRWAYS,ELEVATED PLATFORMS( WN..KWAYS, GUARDRAILS, HANDRAILS,

PIPE SUPPORTS, PIPE COORDINATION AND ALL OTHER SYSTEMS OR

APPURTENANCES AS SPECIFIED OR SHOWN CRAS REQUIRED FOR

COMPLETE SYSTEM.

4. DESIGN LIVE LOAD FOR STAIRS AND ELEVATED PLATFORMSJ WALKWAYS '" 100PSF.

5. TOP OF SLAB ELEVATIONS INSIDE THE CLARIFIER ARE FINISHED ELEVATIONS

TO TOP OF CONCRETE SLAB ON GRADE AND DO NOT INCLUDE THE FIBER REINFORCED

CONCRETE TOPPING.

6. ALTERNATE RADIAL REINFORCING IN SLAB FOR APPROXIMATE 12" SPACING AT

OUTER PERIMETER OF TANK FOUNDATION.

7. CAST FOUNDATION SLAB IN SINGLE POUR.

8. CLARIFIER MECHANISM AND ANCHORAGE SHALL BE DESIGNED TO WITHSTAND

CODE-PRESCRIBED SEISMIC LOADS, INCLUDING SLOSHING, ACCORDING TO CRITERIA

INDICATED ABOVE AND IN GENERAL STRUCTURAL NOTES.

9. CONTRACTOR SHALL FIELD VERIFY TOP OF EXlS11NG WALL ELEVATION AND SHALL

MATCH TOP OF NEW EAST WALL ELEVA110N WITH TOP OF EXISTING WALL ELEVATION.

10. SLOPE AT BOTTOM OF THE SLAB SHALL MATCH WITH SLOPE AT TOP OF THE SLAB.

11. CONTRACTOR SHALL FIELD VERIFY THE EXISTING ELEVA110N.

FILENM4E: 391962-501.dwg PLOT DATE: 9I25l2009

.J

.J -::I N

EXISTING

SLUDGE HOLDING

TANK SECONDARY

CONTAINMENT WALL

SLUDGE

TANK

(7' DIA)

NEW

CONTAINMENT

WALL

NEW

CONTAINMENT

WALL

RELOCATED

SLUDGE PU'OP"-~

,--- O"E TREAD FLUSHES

STAIRS BYTANK MFR WI GRATING ON ACCESS ~~~~~~~~~~

PLATFORM, TYP II

ACCESS PLATFORM

(BRIDGE) AND CENTER

PLATFORM BY CLARIFIER

MFR

3'-0" WID;;EiM"N'''O''l __ , (CLEAR ...

~AL 'GU,'-R['RA.IL, SEE fA\

TYP \§7

TOP PLAN

SCALE: 1/4-=1'-0"

NEW

FLOC TANK ,

STEEL CLARIFIER SHELL

DESIGNED BY CLARIFIER

MFR

NOTES:

1. FOR GENERAL DESIGN CRITERIAAND TYPICAL CONSTRUCTION REQUIREMENTS,

SEE GENERAL STRUcnJRAL NOTES ON DRAWING G-04. FOR SPECIFIC DESIGN

CRITERIA, SEE DRAWING S-01.

2. CLARIFIER MANUFAcnJRER IS RESPONSIBLE FOR DESIGN OF CLARIFIER MECHANISM

AND EQUIPMENT, STEEL SHELL, PERIMETER ACCESS PLATFORM, STAIRWAYS,

ELEVATED PLATFORMS! WAlJ(WAYS, GUARDRAILS, HANDRAILS, PIPE SUPPORTS, PIPE

COORDINATION AND ALL OTI-IER SYSTEMS OR APPURTENANCES AS SPECIFIED

OR SHOWN ORAS REQUIRED FOR COMPLETE SYSTEM.

3. DESIGN LIVE LOAD FOR STAIRS AND ELEVATED PLATFORMSI WALt(!rNAYS '" 100PSF.

4. CLARIFIER MANUFAcnJRER SHALL DESIGN A LATERAL SLIP CONNECTION ON ONE END

(BOLTS IN SLOTTED HOLES, BEARING PADS, ETC.) BETWEEN PERIMETER ACCESS

WAlt(!rNAY AND ACCESS PLATFORM ON TOP OF FLOC TANKAND BETWEEN PERIMETER ACCESS WAlt(!rNAY AND EXISTING WfJLt(!rNAYTO ALLOW FOR DIFFERENTlfJL LATERAL

SEISMIC MOVEMENT.

5. THE APPROXIMATE ELEVATION OF THE EXISTING WAl.t(!rNAY IS 4779.63. CONTRACTOR SHALL FIELD VERIFY ELEVATION OF THE EXISTING WfJLt(!rNAY AND PROVIDE STAIRS ON CLARIFIER PERIMETER ACCESS WfJLKWAYTO PROVIDE ACCESS FROM THE EXISTING WAl.t(!rNAY.

FILENAME: 391952-SD2.dwg PLOT DATE: 912!if2009

.J

.J -::I N :z:

PLOT TIME: 2:38:50 PM

1 I 2 I , I 4 I 5 I • - d

6'-0'" MAX MECHANISM ACCESS r f GUARDRAIL BY e~\'EER ~ i

EQUAL SPACES PLATFORM BEYOND \ CLARIFIER MFR, TYP !h~~'5 ~ " lii 01= - ~ 0

~ i!!~ ~ I' •

I II I \ I II JC ~

PROVIDE STIFFENING -' ~i1~ ~ ELEMENT AT TOP -c---

OF SHELLSAS REQ'D

({""GRATING

II III I \ I II J~ ~

©553-O0~ , " -~

TYP z

TOO r--:

I il; ",0

/ ~ ~ \ EL47B2.30 -"

3'-Q" WIDE

/~, ~~~. LroE BOARD, TYP ~ AL RAILING POST ~PLATFORMI ~

PERIMETER

ACCESS

L WALKWAY EL4781.00

!fLEAR

EL4779.79/

IMENSION) ~ ~~HORAGE ©552-{}O1) , WAU<WAY

DESIGNED BY

CLARIFIER MFR

- I~ I- 10-1 TOG EL -4na.80 INTERIOR EFFLUENT

!! NOTE 2 LAUNDER BY CLARIFIER MFR

l ~ -.~/~ " WALKWAY STEEL

SUPPORTS AROUND .. CLARIFIER

DESIGNED BY

CLARIFIER MFR,

~ FTEEL CLARIFIER SHELL, NOTE' DESIGNED BY MFR

~ E EXISTING

CONTAINMENT

STRUCTU

~ FINISHED n !:~~ ~~ REINF, SEE S-04

GRADE DWG5-01

~~d~~~ ELr':~ 2" THICK FIBER

- 1- ----

~g ." !~ TO CONCRETE TOW '\

EL4768.59 REINFORCED

I EL4770.00 l 1 EL4770.26 CONCRETE

12 PLACE SHAPED CONG TOPPING~ 12

~1

FILL TO MEET GEOMETRIC 1'------- -

I REQUIREMENTS OF I I CLARIFIER MANUFACTURER w

I I 0: ~ w

- ~ ~ EL4767.BO

J " ;I ..

'IH~ \ w ~ ~ " 'IH~

EL47.7·1~ IH~~

oo88P" >-, #6@12" "- ~ =: ;: ~

~ 1

~i

315-15 , TYP ~----

_/ o z

!! ~ _'2-HOOPSEF SEEDWGSC-03AND

~ w :;;! ..

~12",~ 0: " - !i: 3 g ~ !li! C-04 FOR FILLAND LEAK ~

~;\I6@1Z"EF DETECTING SYSTEM :E 5 ~ .

DETAILS ~ I!'

TOC L ' TYP

C EL47B4.00, EL4763.59 ,

• • • I

NOTE 3 EXISTING

"I SECONDry I' "- CONTAINMENT

Ii \ STRUCTURE

PIPE ~

I~~_.~~

ENCASEMENT 330-01 INVERTELOFSLU~

TO SLUDGE TANK PIPE TO BE DETERMINED

BY CLARIFIER MFR

~!'6~2- TOC .J E .. ~ - L..- en 1'-0" 1'-3" 5'''- 1'-3" EL4760.00, .J ...J N01E3

DIAMETER BARST&B - ~

9'-6" DIA PIT BASE ::I ~ffi~ SLAB

:& ::::,jJ: 0 t;-z

,,0::«

COMPOSITE SECTION N i!':5z SCAlE: 112"-1'-0" "uo

Z f=

S-01, S-02 NOTES: U

U W

1. ELEVATIONS SHOWN ARE TOP OF CONCRETE. Z" THICK FIBER en

REINFORCED TOPPING TO BE PLACED ON TOP OF SLAB AT

THESE ELEVATIONS.

C 2. THE APPROXIMATE ELEVATION OF THE EXISTING W/lJ..KWAY

154779.63. CONTRACTOR SHALL FIELD VERIFY ELEVATION

OF THE EXISTING WALKWAY AND PROVIDE STAIRS ON CLARIFIER

PERIMETER ACCESS WALKWAY TO PROVIDE ACCESS FROM THE

~ EXISTING W/lJ..KWAY.

,. CONTRACTOR SHALL FIELD VERIFY THE EXISTING ELEVATION. ~

BAA IS ONE INCH ON 0:

ORIGINAL DRAWING. ..

0 ,- §

DATE 0:

PRe 381952 ~

8-03~ m FILENAME. 391962-503.dwg PLOT DATE. 9J25J2OO9 PLOT TIME. 2.39.56 PM

~" CHAMFER',~ TYP

TOW EL SEE PLAN

S"WS---~

#5@12"EF

~@12"VERT

DOWELS~

EXSTFINISH

GRADE~

- 11 1"'''''11 '''1' r,,} 1"'1 "I "ce' 1"'1 lIT""'" I

I I /

:S" SLAB ON GRADE WI

#5@12"EW, TYP

,3112"CLR

~1I6@"'VERTDOWELS

f 15@12"EW, T&B

TOe EL VARIES, SEE PLAN

/l TOCEL4762.14 j EEPlAN

~~:::::=:=J -- ''''!I!'' "'!I!"

u

1'-0" 1'-0" 2'-0"

4'-0"

® SECTION

SCALE: 1"-1'-0"

S·'"

2 - #5 CONT@TOP, EF

S" SLAB ON GRADE n

W!#5@12"EW,TYP

CT-t--t~-~----------H--=1 roc EL4767.10.

1~~~--~--~--~~--~--'-1J I NO~9

~EXSTSTRUCTURE

HYDROPHILICIGROOVE

WATERSTOP, SLAB-TO-WALL

~ SIM,NOTES

®--;;;~CAl"",E~f=", 1!i:::=!;;:;~",N-=---- 6-01 a" SLAB ON

GRADE,

SEE PLAN

tfT@12"x5'-O",PASS

THROUGH 1 3IS" DIA HOLE

IN CHANNEL PLACED

S" BELOW TOP OF

CHANNEL, LAPW/TYP

REINF, NOTE 5

PROVIDE PLASTIC INSERT

TO ISOLATE REBAR FROM

CHANNEL

TANK ID, SEE PLAN

ROLL CHANNEL ID

TO TANK ID -1",

SEE NOTES 1 &2

112", SEE

NOTE 1

C1 ..... 9~

NOTE 7 ~~

"1#7 HOOP BARS, TYP OF 5

EQUALl.Y SPACED EASIDE OF

CHANNEL AS SHOWN

SEEEJ,CPT

PAD 5 TYPEA

AND RD DETAIL

NOTES FORANCHOR

BOLT REQUIREMENTS

3/4" CHAMFER,

TYP---~

HTVARIES

15@12"

15@12"TYP 15@12"

S"WS,NOTES

STEEL SHELL BY

TANKMFR

TOC EL4770.30

SLOPE CONC 112"

FROM CHANNEL TO EDGE

TOC EL 4770.26

314" CHAMFER, TYP

S"WS

MI@12"

PROVIDE PLASTIC SPACER

OINT TREATMENT

VARIES, NOTE a

S" SLAB ON GRADE WI

i5@12" EW, TYP

HYDROPHILlCIGROOVE

~P, SLAB-TO-WALL

~,TYP

TOW EL 4no.oo

EXST STRUCTURE

TO ISOLATE STUDS FROM~-~'Ir-~

REINF

314" DIAHEADEDANCHOR

x 8" LONG STIJD AT

2'-O"SPG

CD~?CAl;::E~;i-:, ~;::'. ~~~;-. - 6-03

SEE (A'\" FOR

\§7

FOR REINF DETAIL

NOT SHOWN

ADD'L#5FOR

PAD HT>10

JOINT TREATMENT

STEEL CLARIFIER

SHELL

314" CHAMFER,

TYP

HTVARIES

EXSTWALL~

@--;;;~""E:,:.f7.1!'::-_! ,;;;;~,:-N,--_ S·'"

NOTES:

1. TANK MANUFACTURER SHALl. VERIFY ADEQUACY

OF DIMENSION FROM INSIDE DIAMETER OF CHANNEL

TO INSIDE DIAMETER OF TANK SHELL

2. FABRICATE ROLLED CHANNEL…