FA5205-15-R-0007_Atch._2_Drawings_1_of_5.pdf

PROJECT NO. QKKA 07-1054

REPR MAIN BASE WWTP, B1190

MISAWA AIR BASE

MISAWA, JAPAN

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KEY PLAN

WASTEWATER

TREATMENT PLANT

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Oneida Total Integrated Enterprises

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NEWEXISTING

CHAIN LINK FENCE

WATER GATE VALVE WITH BOX

FIRE HYDRANT

SEWER CLEANOUT

DRAINAGE MANHOLE

DESCRIPTION

EXISTING BUILDING/STRUCTURE

SEWER PIPE

WATER PIPE

ELECTRICAL MANHOLE

LEGEND AND SYMBOLSGENERAL CIVIL NOTES

AC

CO

CON/CONC

CW

DMH

E

GV

HW

INV

MAB

N

NTS

SMH

THK

ASPHALTIC CONCRETE, ASBESTOS CEMENT

CLEANOUT

CONCRETE

COLD WATER LINE

DRAINAGE MANHOLE

EASTING, EAST

GATE VALVE

HOT WATER LINE

INVERT

MISAWA AIR BASE

NORTHING, NORTH

NOT TO SCALE

SEWER MANHOLE

THICK

EX. EXISTING

W WATER LINE

REINF. REINFORCE, REINFORCEMENT

EXP. EXPANSION

JT. JOINT

DWG. DRAWING

M METER

MM MILLIMETER

TYP. TYPICAL

MIN. MINIMUM

MAX. MAXIMUM

WWF WELDED WIRE FABRIC

GALV. GALVANIZED

DIA. DIAMETER

O.C. ON CENTER

CLR. CLEAR

DET. DETAIL

PVC POLYVINYL CHLORIDE

C CENTER LINE

L

ABBREVIATIONS

F FIRE LINE

BC BOTTOM OF CURB

TC TOP OF CURB

POC POINT OF CONNECTION

DI DUCTILE IRON

WSP WET STAND PIPE

FFE FINISHED FLOOR ELEVATION

(NIC) NOT IN CONTRACT

WMB WATER METER BOX

1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE FEDERAL AND LOCAL LAWS, CODES, ORDINANCES AND THE STANDARDS OF MISAWA AIR BASE .

2. THE LOCATIONS OF COVERED SLABS, AC PAVEMENTS, PIPES, UNDERGROUND STRUCTURES, OR OTHER UTILITIES SHOWN

ON THESE PLANS ARE BASED ON VISIBLE FEATURES ON THE GROUND OR AVAILABLE DRAWINGS PROVIDED BY OTHERS, THEREFORE THEY ARE APPROXIMATE. THE CONTRACTOR SHALL VERIFY THE TYPE OF MATERIALS, EXACT LOCATION, SIZE

AND DEPTH OF ALL UTILITIES PRIOR TO THE START OF WORK.

3. EXISTING ASPHALT CONCRETE PAVEMENT, CONCRETE CURB AND GUTTER, CONCRETE WALKS, WALLS, FENCES, TREES, NATURAL DRAINAGE SWALES, AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED BY THE CONTRACTOR

DURING CONSTRUCTION SHALL BE RESTORED TO ITS ORIGINAL OR BETTER CONDITION AT NO ADDITIONAL COST TO THE

GOVERNMENT.

4. ALL EXISTING UTILITIES, VALVE BOXES AND MANHOLES, WHETHER SHOWN OR NOT SHOWN ON THE PLANS, THAT ARE

AFFECTED BY TRENCHING WORK SHALL BE PROTECTED AT ALL TIMES DURING CONSTRUCTION, IF DISTURBED THEY SHALL

BE RESTORED TO ORIGINAL OR BETTER CONDITION AND ANY DAMAGE SHALL BE REPAIRED AT NO COST TO THE

GOVERNMENT.

5. THE CONTRACTOR SHALL VERIFY THE LOCATIONS, SIZES AND MATERIALS OF PROPOSED CONNECTIONS TO EXISTING

UTILITIES. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION DURING EXCAVATION ACTIVITIES IN THESE LOCATIONS.

6. THE CONTRACTOR SHALL CONDUCT HIS CONSTRUCTION OPERATIONS WITH MINIMAL INTERFERENCE TO ROADS, DRIVEWAYS, PARKING AREAS, SIDEWALKS, AND OTHER PEDESTRIAN AND VEHICULAR FACILITIES. THE CONTRACTOR

SHALL USE ITS BEST EFFORTS TO PROVIDE CONTINUOUS TRAFFIC FLOW IN ALL DIRECTIONS AT ALL TIMES.

7. THE CONTRACTOR SHALL REVIEW THE PLANS AND NOTIFY THE CONTRACTING OFFICER'S REPRESENTATIVE IMMEDIATELY

IF ANY DISCREPANCIES ARE FOUND BEFORE PROCEEDING WITH THE WORK.

8. THE CONTRACTOR SHALL COORDINATE AND OBTAIN CLEARANCES AND PERMITS FROM THE CONTRACTING OFFICER'S

REPRESENTATIVE PRIOR TO EXCAVATION ACTIVITIES.

9. ALL EXISTING SURVEY MONUMENTS SHALL BE PROTECTED. IF THE CONTRACTOR DAMAGES A SURVEY MONUMENT, HE

MUST REPORT IT IMMEDIATELY TO THE CONTRACTING OFFICER'S REPRESENTATIVE. THE CONTRACTOR WILL BE LIABLE

FOR ALL COSTS TO RESTORE AND REPAIR DISTURBED SURVEY MONUMENTS.

10. NEW PIPE ALIGNMENTS MAY BE ADJUSTED SLIGHTLY TO AVOID CONFLICTS WITH TREES, PLANT MATERIALS, OR UTILITIES.

ALL PROPOSED ADJUSTMENTS SHALL BE APPROVED IN ADVANCE BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

BENDS IN PIPES SHALL CONFORM TO PIPE MANUFACTURERS RECOMMENDATIONS. ALL VARIANCES FROM DESIGN

ALIGNMENT SHALL BE DOCUMENTED ON THE AS-BUILT DRAWINGS.

11. UNLESS OTHERWISE APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE, THE DISRUPTION OF WATER AND

SEWER SERVICE SHALL BE MINIMIZED. THE CONTRACTING OFFICER'S REPRESENTATIVE SHALL APPROVE IN ADVANCE ANY

SERVICE INTERRUPTIONS AND THE REMOVAL OF EXISTING UTILITY LINES. WRITTEN NOTIFICATION SHALL BE PROVIDED TO

AFFECTED RESIDENTS 72 HOURS IN ADVANCE OF INTERRUPTIONS OF SERVICE. INTERRUPTIONS TO FACILITATE

CONNECTIONS SHALL BE SCHEDULED TO TAKE PLACE BETWEEN 0800 AND 1600 HOURS. MAXIMUM UTILITY OUTAGE FOR

ANY ONE INTERRUPTION SHALL NOT EXCEED 8 HOURS PER DAY. TEMPORARY SERVICE FOR WATER AND SEWER SHALL BE

PROVIDED AS PART OF THE WORK.

12. UNPAVED AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED WITH SOD IN ACCORDANCE WITH PROJECT

SPECIFICATIONS.

13. THE CONTRACTOR SHALL PROVIDE TEMPORARY CONNECTION TO EXISTING LINES AS REQUIRED TO MINIMIZE WATER AND

SEWER SERVICE INTERRUPTIONS BEFORE THE REMOVAL OF ANY PORTION OF EXISTING LINES.

14. THE CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS PROTECTION FOR EQUIPMENT, TRUCKS OR OTHER

CONSTRUCTION VEHICLES TO PREVENT ANY DAMAGE TO EXISTING AND/OR NEWLY INSTALLED CONCRETE SIDEWALKS, CURBS, AND PAVING.

15. THE CONTRACTOR SHALL RESTORE AND CLEAN ANY DAMAGED SIDEWALK, CURB, PAVING, AND GROUND

COVERING/GRADING TO ITS ORIGINAL OR BETTER CONDITION WHEN TRENCHING WORK IS COMPLETE.

16. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM ALL STRUCTURES AND AVOID PONDING CONDITIONS

ANYWHERE ON SITE. STORM WATER IS TO BE DIRECTED TO STORM WATER CONVEYANCE STRUCTURES.

17. DUE TO VARIATIONS AND CONSTRAINTS, EACH UTILITY TIE IN LAYOUT WILL BE DETERMINED BY ITS ACTUAL FIELD

CONDITIONS. CHANGES TO THE DESIGN CONFIGURATION REQUIRE APPROVAL OF THE CONTRACTING OFFICER'S

REPRESENTATIVE AND SHALL BE DOCUMENTED ON THE AS-BUILT DRAWINGS.

18. ALL DISTANCES, DIMENSIONS, AND ELEVATIONS ARE INDICATED IN METRIC UNLESS OTHERWISE INDICATED.

19. ALL EXISTING WATER, SEWER AND DRAINAGE LINES THAT ARE BEING REPLACED SHALL BE REMOVED AND DISPOSED OF

OFF-SITE UNLESS OTHERWISE INDICATED.

20. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AREAS THAT ARE KNOWN TO HAVE

UNDERGROUND UTILITIES. HAND EXCAVATION IS REQUIRED WITHIN 0.90 METERS OF ANY EXISTING UTILITIES. IN CASES

WHERE THE DEPTH OR ELEVATION ARE NOT INDICATED ON THE PLANS, THE CONTRACTOR SHALL PROCEED WITH CAUTION

AND SHALL BE RESPONSIBLE FOR ANY DAMAGES INCURRED DURING EXCAVATION ACTIVITIES.

21. THE CONTRACTOR SHALL NOTIFY THE 35TH COMMUNICATIONS SQUADRON (35CS) PRIOR TO COMMENCING ANY LAND

DISTURBING ACTIVITIES. THE CONTRACTOR SHALL COMPLETE AND SUBMIT AF FORM 103 FOR COORDINATING ALL

AGENCIES AT LEAST TWO FULL WEEKS PRIOR TO DIGGING. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS TO

RESTORE AND REPAIR DISTURBED COMMUNICATION LINES AND/OR APPURTENANCES DAMAGED AS A RESULT OF THE

CONTRACTOR'S ACTIVITIES.

22. THE CONTRACTOR SHALL SEQUENCE THE INSTALLATION OF NEW WATER SERVICE LINES, GATE VALVES, APPURTENANCES

AND THE CONNECTION TO THE MAIN WATER LINE SO THAT INTERRUPTIONS IN WATER SERVICE TO HOUSING UNITS ARE

MINIMIZED. SEE SPECIFICATIONS FOR DISINFECTION AFTER CONNECTION AND MINIMUM PIPE COVER.

23. NEW WATER REPLACEMENT PIPES, GATE VALVES AND APPURTENANCES SHALL BE INSTALLED IN THE SAME ALIGNMENT

AND ELEVATION AS THE EXISTING PIPE UNLESS OTHERWISE INDICATED ON THE PLANS. NEW WATER SERVICE LINES MAY

VARY IN DEPTH AND BE FROM 1.0 METERS TO 1.07 METERS BELOW FINISH GRADE IN NON-PAVED AREAS AND AT LEAST 1.07

METER BELOW FINISH GRADE IN PAVED AREAS.

24. PROVIDE SHORING FOR TRENCH EXCAVATION WORK THAT EXCEEDS 1.50 METERS IN DEPTH.

25. THE ACTUAL LOCATION AND DIRECTION OF EXISTING WATER AND SEWER SERVICE LINES IS APPROXIMATE. THE

CONTRACTOR SHALL EXERCISE EXTREME CAUTION WHEN EXCAVATING SERVICE LINES IN THE VICINITY OF EXISTING

TREES, PLANT MATERIALS AND OTHER STRUCTURES THAT MAY NOT BE SHOWN ON THE PLANS. CONTRACTOR SHALL

OBTAIN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO DISTURBING OR RELOCATING SUCH

EXISTING TREES, PLANT MATERIALS AND OTHER STRUCTURES.

26. WHEN NEW SEWER LINES ARE TO CROSS WATER LINES, REFER TO THE SPECIFICATIONS SECTIONS 33 11 00 WATER

DISTRIBUTION AND 33 30 00 SANITARY SEWER, PARAGRAPH 3.1 FOR CONSTRUCTION INSTALLATION PROCEDURES.

27. ALL EXISTING TREES AND PLANT MATERIALS NOT IDENTIFIED ON THE PLANS FOR REMOVAL OR RELOCATION ARE TO BE

PRESERVED IN PLACE AND PROTECTED. IF PROPOSED IMPROVEMENTS MAY NEGATIVELY AFFECT THE MAJOR ROOT

SYSTEMS THE CONTRACTOR SHALL OBTAIN APPROVAL OF THE CONTRACTING OFFICER'S REPRESENTATIVE TO REMOVE

OR RELOCATE THE EXISTING TREE OR PLANT MATERIAL.

28. CONTRACTOR SHALL PROVIDE FENCING AND/OR BARRICADES FROM THE UNIT TO THE NEAREST SIDEWALK, STREET OR

OTHER PREDETERMINED DEMARCATION LINE AND BE RESPONSIBLE FOR MAINTAINING THE GROUNDS WITHIN IN

ACCORDANCE WITH THE PROJECT CONSTRUCTION DOCUMENTS THROUGHOUT THE PERIOD OF WORK.

29. CONTRACTOR SHALL REMOVE AND REPLACE EXISTING METAL FENCE PANELS, METAL FENCE POSTS, AND CONCRETE

BASES FOR METAL FENCE POSTS AS NECESSARY TO COMPLETE THE WORK. CONTRACTOR SHALL ALSO REMOVE AND

REPLACE WOODEN FENCE PANELS, WOODEN FENCE POSTS, AND CONCRETE BASES FOR WOODEN FENCE POSTS AS

NECESSARY TO COMPLETE THE WORK.

30. NEW TREES PLANTED SHALL NOT HAVE TORN BARK. NEW TREES SHALL NOT BE FRUIT BEARING.

METRIC/IMPERIAL

CONVERSION SCHEDULE

1 MM = 0.03937 INCHES

1 INCH = 25.4 MM

1 MM = 0.003281 FEET

1 FOOT = 304.8 MM

1 M = 3.2808 FEET

1 FOOT = 0.3048 M

1 M² = 10.764 FEET²

1 FEET² = 0.092903 M²

1 M³ = 35.315 FEET³

1 FEET³ = 0.028317 M³

1 M³ = 1.308 CUBIC YARD

1 CUBIC YARD= 0.76455 M³

1 M³ = 264.17 GALLONS

1 GALLON = 0.003785 M³

W

SEWER MANHOLE

STORM DRAINAGE LINE

UNDERGROUND ELECTRIC LINE

ELECTRIC POLE

STORM DRAINAGE INLET

NOTES ON INSTALLATION OF PIPELINES

GENERAL REQUIREMENTS FOR INSTALLATION OF PIPELINES

THESE REQUIREMENTS SHALL APPLY TO ALL PIPELINE INSTALLATION EXCEPT WHERE SPECIFIC

EXCEPTION IS MADE IN THE "SPECIAL REQUIREMENTS..." PARAGRAPHS. SUBMIT DRAWINGS FOR

INSTALLATIONS ON NEW MAIN LINES AND SERVICE LATERALS TO EXISTING LINES, CONNECTION DETAILS

SHOWING PIPE SIZES, INVERT ELEVATIONS, AND AS-BUILT DRAWINGS.

LOCATION OF WATER LINES

TERMINATE THE WORK COVERED BY THIS CONTRACT AT A POINT APPROXIMATELY 1.5M FROM THE

BUILDING , UNLESS OTHERWISE INDICATED. WHERE THE LOCATION OF THE WATER LINE IS NOT CLEARLY

DEFINED BY DIMENSIONS ON THE DRAWINGS, DO NOT LAY WATER LINE LESS THAN 3.0 M HORIZONTALLY

FROM ANY SEWER LINE. WHERE WATER LINES CROSS UNDER GRAVITY SEWER LINES, ENCASE SEWER

LINE FULLY IN CONCRETE FOR A DISTANCE OF AT LEAST 3.0 M ON EACH SIDE OF THE CROSSING. LAY

WATER LINES WHICH CROSS SEWER FORCE MAINS AND INVERTED SIPHONS AT LEAST 600 MM ABOVE

THESE SEWER LINES AS MEASURED FROM TOP OF PIPE TO INVERT; WHEN JOINTS IN THE SEWER LINE ARE

CLOSER THAN 900 MM HORIZONTALLY FROM THE WATER LINE, ENCASE THESE JOINTS IN CONCRETE PER

THE DETAIL IN THIS PLAN SET. DO NOT LAY WATER LINES IN THE SAME TRENCH WITH GAS LINES FUEL

LINES OR ELECTRIC WIRING. WHERE WATER PIPING IS REQUIRED TO BE INSTALLED WITHIN 1.0 M OF

EXISTING STRUCTURES, THE WATER PIPE SHALL BE SLEEVED. THE CONTRACTOR SHALL INSTALL THE

WATER PIPE AND SLEEVE ENSURING THAT THERE WILL BE NO DAMAGE TO THE STRUCTURES AND NO

SETTLEMENT OR MOVEMENT OF FOUNDATIONS OR FOOTINGS.

A. WATER PIPING INSTALLATION PARALLEL WITH SEWER PIPING

(1) NORMAL CONDITIONS: LAY WATER PIPING AT LEAST 3.0 M HORIZONTALLY FROM A SEWER LINE OR

SEWER MANHOLE WHENEVER POSSIBLE. MEASURE THE DISTANCE EDGE-TO-EDGE.

(2) UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A HORIZONTAL SEPARATION OF 3.0 M, THE

WATER PIPING MAY BE LAID CLOSER TO A SEWER OR SEWER MANHOLE PROVIDED THAT:

(a) THE BOTTOM (INVERT) OF THE WATER PIPING SHALL BE AT LEAST 450 MM ABOVE THE TOP (CROWN) OF

THE SEWER PIPING.

(b) WHERE THIS VERTICAL SEPARATION CANNOT BE OBTAINED, THE SEWER PIPING SHALL BE

CONSTRUCTED OF AWWA-APPROVED WATER PIPE AND PRESSURE TESTED IN PLACE WITHOUT

LEAKAGE PRIOR TO BACKFILLING. APPROVED WASTE WATER DISPOSAL METHOD SHALL BE UTILIZED.

(c) THE SEWER MANHOLE SHALL BE OF WATERTIGHT CONSTRUCTION AND TESTED IN PLACE.

B. INSTALLATION OF WATER PIPING CROSSING SEWER PIPING

(1) NORMAL CONDITIONS: WATER PIPING CROSSING ABOVE SEWER PIPING SHALL BE LAID TO PROVIDE A

SEPARATION OF AT LEAST 450 MM BETWEEN THE BOTTOM OF THE WATER PIPING AND THE TOP OF THE

SEWER PIPING.

(2) UNUSUAL CONDITIONS: WHEN LOCAL CONDITIONS PREVENT A VERTICAL SEPARATION DESCRIBED

ABOVE, USE THE FOLLOWING CONSTRUCTION:

(a) SEWER PIPING PASSING OVER OR UNDER WATER PIPING SHALL BE CONSTRUCTED OF

AWWA-APPROVED DUCTILE IRON WATER PIPING, PRESSURE TESTED IN PLACE WITHOUT LEAKAGE

PRIOR TO BACKFILLING.

(b) WATER PIPING PASSING UNDER SEWER PIPING SHALL, IN ADDITION, BE PROTECTED BY PROVIDING A

VERTICAL SEPARATION OF AT LEAST 450 MM BETWEEN THE BOTTOM OF THE SEWER PIPING AND THE

TOP OF THE WATER PIPING; ADEQUATE STRUCTURAL SUPPORT FOR THE SEWER PIPING TO PREVENT

EXCESSIVE DEFLECTION OF THE JOINTS AND THE SETTLING ON AND BREAKING OF THE WATER PIPING;

AND THAT THE LENGTH, MINIMUM 6.1 M, OF THE WATER PIPING BE CENTERED AT THE POINT OF THE

CROSSING SO THAT JOINTS SHALL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE SEWER

PIPING.

C. SEWER PIPING OR SEWER MANHOLES: NO WATER PIPING SHALL PASS THROUGH OR COME IN CONTACT

WITH ANY PART OF A SEWER MANHOLE.

LIGHT POLE

EXISTING TREE

W

SS

UNDERGROUND FIBER OPTIC LINE

UNDERGROUND PROCESS PIPING

CONCRETE PAVEMENT

ASPHALT CONCRETE PAVEMENT

SPOT ELEVATION

MATCH EXISTING PAVEMENT ELEVATION

LOW POINT/ HIGH POINT

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CONC. SIDEWALK REPAIR

CONC. SIDEWALK REPAIR

AC ROADWAY REPAIR

AC ROADWAY

REPAIR

AC ROADWAY REPAIR

AC ROADWAY REPAIR

NEW 360 MM TALL TRANSFORMER W/ D13 AT 304

MM OC EACH WAY, TOP AND BOTTOM

ACTUAL PAD DIMENSIONS TO BE COORDINATED WITH

TRANSFORMER SUPPLIER. PAD TO EXTEND PAST

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ES101 FOR MORE INFORMATION

NEW PROCESS PIPING LINES

SHOWN FOR COORDINATION ONLY.

SEE SHEET DS101 FOR MORE

INFORMATION

NEW ELECTRIC AND COMMUNICATION LINES

SHOWN FOR COORDINATION ONLY. SEE SHEET

ES101 FOR MORE INFORMATION

NEW PROCESS PIPING LINES

SHOWN FOR COORDINATION ONLY.

SEE SHEET DS101 FOR MORE

INFORMATION

NEW PROCESS PIPING LINES

SHOWN FOR COORDINATION ONLY.

SEE SHEET DS101 FOR MORE

INFORMATION

NEW ELECTRIC AND COMMUNICATION LINES

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3000 MM LONG

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SANITARY SEWER

100 MM DIAMETER

1500 MM LONG

1.0% SLOPE

SCALE 1:100

ELEVATIONS ARE TOP OF

ASPHALT PAVEMENT UNLESS

OTHERWISE NOTED

NEW ELECTRIC AND COMMUNICATION LINES

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ES101 FOR MORE INFORMATION

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AT LATERAL LINE

GATE VALVE AND BOX

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(C-40) BASE COURSE

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SURFACE LAYER 45mm

PROVIDE 400mm (MIN)

BASE COURSE FOR AC PAVEMENT,

250MM FOR CONC PAVEMENT,

NEW BASE COURSE COMPACTED

TO AT LEAST 100% MAX

DENSITY TO MATCH EXISTING

PROVIDE 400 MM (MIN)

BASE COURSE FOR AC PAVEMENT,

250 MM FOR CONC PAVEMENT,

NEW BASE COURSE COMPACTED

TO AT LEAST 100% MAX

DENSITY TO MATCH EXISTING

PROVIDE 400 MM (MIN)

BASE COURSE FOR AC PAVEMENT,

250 MM FOR CONC PAVEMENT,

NEW BASE COURSE COMPACTED

TO AT LEAST 100% MAX

DENSITY TO MATCH EXISTING

BASE LAYER 55mm

APPLY TACK COAT WHERE TWO LAYERS

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VARIES

100MM CRUSHER RUN

(C-40) BASE COURSE

COMPACTED TO 95%

OF MAX. DENSITY

250MM SAND

SUBBASE COURSE

SCALE:

NOT TO SCALE

MECHANICAL EQUIPMENT PAD

NOTE: SEE DETAIL 4C ON SHEET C-501 FOR CONTROL JOINTS.

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THE FOLLOWING NOTES APPLY UNLESS SHOWN OTHERWISE:

BUILDING CODES AND STANDARDS

ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE APPLICABLE REGULATIONS AND

STANDARDS LISTED BELOW. ALL ARE LISTED BY THEIR BASIC DESIGNATION ONLY. IF

PUBLICATION DATES ARE NOT LISTED, THE LATEST EDITION SHALL BE USED. IN THE CASE OF

CONFLICTING STANDARDS, THE MORE RESTRICTIVE SHALL BE USED.

ACI 315 AMERICAN CONCRETE INSTITUTE, "MANUAL OF STANDARD PRACTICE

FOR DETAILING REINFORCED CONCRETE STRUCTURES", 1999.

ACI 318 AMERICAN CONCRETE INSTITUTE, "BUILDING CODE REQUIREMENTS

FOR STRUCTURAL CONCRETE AND COMMENTARY", (ACI 318), 2011

EDITION.

AISC 325 AMERICAN INSTITUTE OF STEEL CONSTRUCTION, "STEEL

CONSTRUCTION MANUAL", 14TH EDITION.

ASCE 7 AMERICAN SOCIETY OF CIVIL ENGINEERS, "MINIMUM DESIGN LOADS

FOR BUILDINGS AND OTHER STRUCTURES", 2010 EDITION.

ASTM ASTM INTERNATIONAL, "AMERICAN SOCIETY FOR TESTING AND

MATERIALS", VARIOUS TESTING AND MATERIAL SPECIFICATIONS

REFERENCED AS "ASTM XXXX" WHERE XXXX IS PUBLICATION

REFERENCE CODE.

AWS D1.1 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE -

STEEL", 2010 EDITION.

AWS D1.3 AMERICAN WELDING SOCIETY, "STRUCTURAL WELDING CODE -

SHEET STEEL", 1998 EDITION.

AWS A2.4 AMERICAN WELDING SOCIETY, "SYMBOLS FOR WELDING AND

NONDESTRUCTIVE TESTING", 2012 EDITION.

ER1110-345-700 U.S. ARMY CORP OF ENGINEER MANUAL, "DESIGN ANALYSIS,

DRAWINGS AND SPECIFICATIONS".

IBC INTERNATIONAL CODE COUNCIL, "INTERNATIONAL BUILDING CODE",

2012 EDITION.

ICC INTERNATIONAL CODE COUNCIL, "ICC-ES", ICC-EVALUATION

SERVICES, VARIOUS MATERIAL AND PRODUCT TEST REPORTS AND

INSTALLATION STANDARDS.

SSPC STEEL STRUCTURES PAINTING COUNCIL, "GOOD PAINTING

PRACTICE", SSPC PAINTING MANUAL, 4TH EDITION.

UFC 1-200-01 UNIFIED FACILITIES CRITERIA, "GENERAL BUILDING REQUIREMENTS",

WITH CHANGE 1, 01 SEPTEMBER 2013.

UFC 3-220-01 UNIFIED FACILITIES CRITERIA, "GEOTECHNICAL ENGINEERING", 01

NOVEMBER 2012.

UFC 3-301-01 UNIFIED FACILITIES CRITERIA, "STRUCTURAL ENGINEERING", 01 JUNE

2013.

UFC 4-010-01 UNIFIED FACILITIES CRITERIA, "DOD MINIMUM ANTI-TERRORISM

STANDARDS FOR BUILDINGS", WITH CHANGE 1, 1 OCTOBER 2013

STRUCTURAL DESIGN LOADS

BUILDING DEAD LOADS - WEIGHT OF CONSTRUCTION BASED ON UNIT WEIGHTS AND

COMPONENT WEIGHTS AS CITED IN ASCE 7 OR AS PROVIDED BY MANUFACTURER.

EQUIPMENT DEAD LOADS - WEIGHTS OF MECHANICAL AND ELECTRICAL EQUIPMENT

PER MANUFACTURER BASED ON OPERATIONAL WEIGHT INCLUDING FLUIDS UNLESS

NOTED OTHERWISE.

COLLATERAL DEAD LOADS - WEIGHT DUE TO MECHANICAL PIPING, VALVES, DUCTWORK,

DAMPERS, MISCELLANEOUS DISTRIBUTION EQUIPMENT, ELECTRICAL CONDUIT AND

COMPONENTS.

LIVE LOADS IN ACCORDANCE WITH ASCE 7 AND AWWA D100:

ROOF PG = 2.78KPA (58 PSF)

SLAB ON GRADE 11.97 kPa (250 PSF) UNIFORM MAINTENANCE WALKWAYS & PLATFORMS 2.87 kPa (60 PSF) HANDRAILS 0.37 kN/M (50 PLF) LINEAR LOAD

0.89 kN (200 LB) CONCENTRATED LADDERS 1.33 kN (300 LB) CONCENTRATED

SPACED 3048mm (10 FT) VERTICALLY

SNOW LOADS IN ACCORDANCE WITH UFC 3-301-01, ASCE 7 AND AWWA D100:

GROUND SNOW LOAD Pg = 2.78kPa (58 PSF) MINIMUM ROOF SNOW LOAD 2.78 kPa (58 PSF) PER AWWA D100

DESIGN SNOW LOAD PER ASCE 7 CONTROLS OVER AWWA D100

EXPOSURE FACTOR Ce = 1.0

TERRAIN CATEGORY "C" - PARTIALLY EXPOSED

THERMAL FACTOR Ct = 1.2

IMPORTANCE FACTOR I = 1.1

FLAT ROOF SNOW LOAD Pf = 2.87 kPa (54 PSF) ROOF SLOPE FACTOR Cs = 1.0 FOR SLOPES < 10° Cs = 0.0 FOR SLOPES > 70°

WIND LOADS IN ACCORDANCE WITH UFC 3-301-01, ASCE 7 AND AWWA D100:

BASIC WIND SPEED V = (137 MPH)

EXPOSURE CATEGORY "C"

IMPORTANCE FACTOR I = 1.15

GUST EFFECT FACTOR G = 1.0

FORCE COEFFICIENT Cf = 0.6 CYLINDRICAL & CONICAL

SURFACES

Cf = 0.5 DOUBLE CURVED SURFACES

SEISMIC LOADS IN ACCORDANCE WITH UFC 3-301-01. ASCE 7 AND AWWA D100:

SITE SPECTRAL RESPONSE, 0.2 SEC Ss = 1.30g SITE SPECTRAL RESPONSE, 1.0 SEC S1 = 0.69g

SITE CLASS "E"

SITE COEFFICIENT, 0.2 SEC Fa = 0.9 SITE COEFFICIENT, 1.0 SEC Fv = 2.4 DESIGN SPECTRAL ACCELERATION, 0.2 SEC Sds

= 0.780g DESIGN SPECTRAL ACCELERATION, 1.0 SEC Sd1 = 1.104g

STRUCTURAL BACKFILL

STRUCTURAL FILL PLACED WITHIN THE PRISM FORMED BY THE FOUNDATION AND FLOOR

SLAB AREA SHALL BE BACKFILLED TO LINE AND GRADE USING NON-FROST SUSCEPTIBLE (NFS)

MATERIAL COMPACTED TO 95% OF MAXIMUM DENSITY IN ACCORDANCE WITH ASTM D1557

BASED ON PARTICLE SIZE ANALYSIS OF SOILS PER ASTM D442 AND MOISTURE-DENSITY

RELATIONS OF SOILS PER ASTM D1557. NFS MATERIAL SHALL BE PLACED IN LOOSE LIFTS NOT TO EXCEED 200mm THICK.

REINFORCING STEEL

ALL REINFORCING STEEL SHALL CONFORM TO ACI AND ASTM SPECIFICATIONS AS FOLLOWS:

BARS, SHOP BENT ONLY ASTM A615M, GRADE 420.

BARS, FIELD BENT ASTM A706M, GRADE 420.

BARS, WELDED ASTM A706M, GRADE 420.

WELDED WIRE FABRIC (WWF) NOT PERMITTED

LAP ALL REINFORCING WITH CLASS B LAP SPLICE PER SPLICE SCHEDULE.

ALL REINFORCEMENT SHALL BE RIGIDLY SUPPORTED ON CONCRETE BLOCKS OR APPROVED

METAL ACCESSORIES SECURED USING 1.29mm (16 GA) ANNEALED WIRE. CONCRETE BLOCKS

SHALL HAVE A COMPRESSIVE STRENGTH EQUAL TO OR BETTER THAN THE CONCRETE MIX.

PROVIDE CONTINUOUS RISER BARS TO SUPPORT ALL SLAB AND FOOTING REINFORCING.

REINFORCING STEEL SHOP DRAWINGS SHALL BE PREPARED BY AN EXPERIENCED DETAILER

CONFORMING TO STANDARD PRACTICE OUTLINED IN ACI REPORT 315. CONTRACTOR SHALL

SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION.

CONCRETE

CONCRETE MATERIALS AND WORKMANSHIP SHALL CONFORM TO ACI AND ASTM

SPECIFICATIONS AS FOLLOWS:

COMPRESSIVE STRENGTH ASTM C39M; 35 MPa MINIMUM AT 28 DAYS.

20 MPa ALLOWABLE FOR FILLING PILE CAVITIES

COURSE AGGREGATE ASTM C33M; 25mm MAX NORMAL WEIGHT, TYP UNO.

ASTM C33M; 38mm MAX NORMAL WEIGHT FOR

FILLING PILE CAVITIES AND FOR WATER TOWER MAT.

FINE AGGREGATE ASTM C33M; 40-50% BY WEIGHT.

CEMENT ASTM C150M; TYPE IA, IIA, OR IIIA.

WATER POTABLE.

WATER/CEMENT RATIO 0.45 MAXIMUM BY WEIGHT.

AIR ENTRAINMENT ASTM C260M; 4.5%-7.5% BY VOLUME.

SLUMP ASTM C143M; 25mm - 100mm

CONTRACTOR SHALL SUBMIT MIX DESIGN(S) FOR REVIEW BY STRUCTURAL ENGINEER.

CONCRETE REINFORCEMENT COVER

MINIMUM CONCRETE COVER SHALL BE AS FOLLOWS:

CAST AGAINST AND PERMANENTLY

EXPOSED TO EARTH: 75mm

EXPOSED TO EARTH OR WEATHER -

ALL MEMBERS: 50mm, EXCEPT 38mm FOR D6 AND SMALLER

NOT EXPOSED TO WEATHER OR

IN CONTACT WITH GROUND -

SLABS AND WALLS: 19mm

POST-INSTALLED ANCHORS AND DOWELS

ALL POST-INSTALLED ANCHORS AND DOWELS SHALL BE INSTALLED IN ACCORDANCE WITH

THE MANUFACTURER'S WRITTEN RECOMMENDATIONS INCLUDING DRILL BIT SIZE, HOLE DEPTH

AND CLEANING, MINIMUM EMBEDMENT, EDGE DISTANCES, MATERIAL PLACEMENT,

TEMPERATURE AND MOISTURE CONTROL, AND FINAL TORQUING REQUIREMENTS.

POST-INSTALLED MECHANICAL ANCHORS SHALL BE HILTI "KWIK-BOLT TZ" BY HILTI FASTENING

SYSTEMS, "WEDGE-ALL" BY SIMPSON STRONG-TIE CO., "POWER-STUD" BY POWERS

FASTENERS OR APPROVED EQUIVALENT. ICC CERTIFICATION REQUIRED. MECHANICAL

ANCHORS SHALL BE STAINLESS STEEL. SIZE AND EMBEDMENT OF ANCHORS IS SPECIFIED ON

THE DRAWINGS.

POST-INSTALLED EPOXY DOWELS SHALL BE STEEL REINFORCEMENT PER THE STRUCTURAL

GENERAL NOTES EPOXY ANCHORED IN DRILLED HOLE WITH MINIMUM 6 BAR DIAMETER

EMBEDMENT OR AS OTHERWISE NOTED ON THE DRAWINGS. HOLE DRILLING, EPOXY

INJECTION, AND DOWEL PLACEMENT SHALL BE IN ACCORDANCE WITH MANUFACTURER'S

WRITTEN RECOMMENDATIONS. EPOXY SHALL BE "HIT-HY 200" ADHESIVE ANCHOR SYSTEM

FOR CONCRETE BY HILTI FASTENING SYSTEMS. "SET EPOXY-TIE" BY SIMPSON STRONG-TIE

CO., OR APPROVED EQUIVALENT. ICC CERTIFICATION REQUIRED.

PATCHING MORTAR

PATCHING MORTAR SHALL BE "STRUCTURAL CONCRETE V/O" BY FIVE STAR PRODUCTS, INC.,

OR EQUAL. COMPRESSIVE STRENGTH SHALL BE 35MPa (5000 PSI), MINIMUM AT 28 DAYS. BOND STRENGTH SHALL BE 15MPa (2200 PSI), MINIMUM AT 7 DAYS. PATCHING MORTAR SHALL BE

SUITABLE FOR VERTICAL APPLICATION. PATCHING MORTAR SHALL BE RESISTANT TO FREEZE

THAW CYCLES AND GREY IN COLOR.

STRUCTURAL STEEL

ALL STRUCTURAL STEEL SHALL CONFORM TO AISC AND ASTM SPECIFICATIONS AS

FOLLOWS:

WIDE FLANGE SHAPES, WT SHAPES ASTM A992M, FY = 345 MPa ANGLES, RODS, AND CHANNELS ASTM A36M, FY = 248 MPa PLATES AND BARS, TYPICAL ASTM A36M, FY = 248 MPa

PLATE FOR WATER STORAGE RESERVIOR ASTM A283M, GRADE C

HOLLOW STRUCTURAL STEEL (HSS) ASTM A500M, GRADE B

STRUCTURAL PIPE ASTM A53M, TYPE E OR S, GR. B

PILES ASTN A36 OD-A252

ANCHOR RODS ASTM A307M OR F1554M GR 250

HIGH STRENGTH ANCHOR RODS ASTM F1554M GR 720

HIGH STRENGTH BOLTS ASTM A325M ≤ 22mm DIAM

ASTM A490M > 22mm DIAM COMMON BOLTS ASTM A307M ≤ 13mm DIAM

HARDENED CIRCULAR WASHERS ASTM F436M

HIGH STRENGTH HEAVY HEX NUTS ASTM A194M OR A563M

HEADED STUDS ASTM A108M

HOT-DIP GALVANIZING ASTM A123M OR A153M, Z180 MIN.

AFTER FABRICATION.

FABRICATION AND ERECTION SHALL BE IN ACCORDANCE WITH AISC SPECIFICATIONS.

ALL BEAMS SHALL BE ERECTED WITH NATURAL CAMBER UPWARDS. CONTRACTOR

SHALL SUBMIT SHOP DRAWINGS PRIOR TO FABRICATION. SHOP DRAWINGS SHALL

INCLUDE PIECE MARKS, ERECTION PLANS SHOWING BEAMS SIZES, AND DETAILS WITH

CORRESPONDING DESIGN DOCUMENT INDICATORS. SHOP DRAWINGS SHALL MAKE THE

DISTINCTION BETWEEN SHOP WELDS AND FIELD WELDS.

STRUCTURAL STEEL SHOP FINISHING

ALL STRUCTURAL STEEL SHALL BE SURFACE PREPARED AND HOT DIPPED GALVANIZED.

SURFACE PREPARATION SHALL CONFORM TO SSPC SP-3 POWER TOOL CLEANING TO

REMOVE ALL SCALE AND RUST.

STRUCTURAL STEEL WELDING

ALL STRUCTURAL WELDING SHALL BE PRE-QUALIFIED AND CONFORM TO AISC AND AWS

SPECIFICATIONS AS FOLLOWS:

WELDERS CERTIFIED FOR ROD AND POSITION

ELECTRODES SMAW-E70XX; HEAVY COATED

FCAW-E70XX; LOW HYDROGEN

MINIMUM WELD CONT. FILLET PER AISC TABLE J2.4.

ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS HAVING CURRENT

CERTIFICATES AND EXPERIENCE IN THE TYPE OF WELD BEING PERFORMED. WELDING

CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TEST AGENCY. ALL WELDING

SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF AWS "CODE FOR ARC AND

GAS WELDING IN BUILDING CONSTRUCTION". ELECTRODES SHALL BE STORED AND

MAINTAINED IN DRY CONDITION PER AWS.

CONTRACTOR SHALL SUBMIT WELDER QUALIFICATIONS AND PROCEDURE

QUALIFICATIONS. WHERE NOT SHOWN, USE MINIMUM WELD SIZE PER AISC AND AWS.

THESE STRUCTURAL CONSTRUCTION DRAWINGS DO NOT DISTINGUISH BETWEEN SHOP

WELDS AND FIELD WELDS. THE CONTRACTOR SHALL COORDINATE WELDING

DESIGNATIONS BETWEEN FABRICATOR AND ERECTOR. ALL STEEL SHOP DRAWINGS

SHALL MAKE THE DISTINCTION BETWEEN SHOP WELDS AND FIELD WELDS.

SUPER IMPOSED LOADS ON NEW CAST IN PLACE ROOF:

8 PSF DEAD LOAD URETHANE SEAMLESS SPRAYED MEMBRANE

58 PSF SNOW LOAD

20 PSF LIVE LOAD

ALL REQUIRED LAP LENGTHS.

NOT INTENDED TO COVER ALL SITUATIONS. SHOP DRAWINGS SHALL CLEARLY INDICATE

THIS SCHEDULE IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND IS

BASED ON C-C ≥ 6 d 4 b f'c=6 KSI

BARS

TOP

UNCOATED CLASS 'B' TENSION LAP SPLICE LENGTHS (INCHES)

BEAMS

f'c=4 KSI

BARS

TOP

BASED ON 4 d ≤ C-C < 6 d

4 d ≤ C-C < 6 d FOR OTHERS BASED ON 3 d < C-C < 4 d FOR #10 BARS AND LARGER, SCHEDULE BASED ON CLEAR COVER > 1 d (BUT LESS THAN 2 d )

NOTES (d = BAR DIAMETER, C-C = CENTER-TO-CENTER) b

#10

#11

#8

#9 b b b

COLUMNS

4 KSI

f'c=

#5

#6

#7

#3

#4

SIZE

CLASS

BAR

5 KSI

f'c=

BARS

BOT

b b b f'c=4 KSI

BARS

BOT

20 19 f'c=6 KSI

BOT

BARS

BARS

TOP

SLAB, OTHER

BARS

TOP

BARS

BOT

BARS

BOT

BARS

TOP

f'c=5 KSI

BARS

BOT

BARS

TOP

f'c=5 KSI

6 KSI

f'c=

72 56

033000-001 (16) b b

SOIL

BEARING PRESSURE = 71.8 kN/M² (1500 psf) (ASSUMED)

S001

ST

RU

CT

UR

AL

N

OT

ES

J J H

M J B

J J

KEYED NOTES

REMOVE COVER PLATES FOR REUSE.

REMOVE THE EXISTING STEEL

EMBEDMENTS, TO BE REPLACED

WITH NEW

TYP AT 3 SIDES

TYP AT 3 SIDES

TYP AT 2 SIDES

TYP AT 4 SIDES

TYP AT 2 SIDES

DEMOLISH EXISTING GUARDRAIL

FOR REPLACEMENT

DEMOLISH EXISTING HANDRAIL

FOR REPLACEMENT

SEE SD900 FOR DEMOLITION

PHOTOS

SD110

BU

ILD

IN

G

D

EM

OL

IT

IO

N

PL

AN

S

2500 1250 25000

LOWER LEVEL PLAN1

SD110 SD110

2500 1250 25000

UPPER LEVEL PLAN2

SD110 SD110

J J H

M J B

J

EXISTING SLAB AND WALLS

TO BE DEMOLISHED

8800 250 8150 250 8150 250 1700

8350 18750 8350

2400 14600

EXISTING WALLS TO BE DEMOLISHED,

SLAB TO REMAIN

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

KEYED NOTES

LOCATION OF PROPOSED TANKS

SHOWN FOR CLARITY

CUT IN NEW OPENINGS, SEE

SB342 FOR MORE INFORMATION4

SD342SD140 2

SD342SD140

SD342SD140

SD341SD140

SD340SD140

SD340SD140

TYP OF 4

TYP OF 4 4

TYP OF 4

TYP OF 4

TYP AT OPENINGS

DEMOLISHED FLARED BASES OF

CONCRETE WALLS

7950 8150 7650 8650 8650

DEMOLISH EXISTING SLAB, EXISTING

REINFORCING SHALL REMAIN A

MINIMUM OF 1200mm FOR FUTURE

LAPPING OF SLAB REINFORCEMENT

6 SD140

5000 2500 50000

LO

W

ER

LE

VE

L D

EM

OL

IT

IO

N

PL

AN

LOWER LEVEL DEMOLITION PLAN1

SD140 SD140

J J H

M J B

J

DEMOLISH ALL CONCRETE WALLS IN

HATCH AREA

DEMOLISH WATERWAYS IN

HATCH AREA

1000640020010200

DEMOLISH TROUGH WALL TO NEW PROPOSED TANK.

REPLACE DEMOLISHED WALL WITH NEW CENTER WALL

DEMOLISH TROUGH WALL TO NEW PROPOSED TANK.

REPLACE DEMOLISHED WALL WITH NEW CENTER WALL,

NOTCH WALL FOR TROUGH.

NOTCH TOP OF WALL FOR NEW TROUGH

TYP

7950 8150

GENERAL CONTRACTOR TO SHORE SOUTH

WALL DURING DEMOLITION UNTIL ALL NEW

CONCRETE WALLS AND SLAB ARE INSTALLED

1502 1502

3236 3236

CUT IN NEW OPENINGS, SEE SB342

FOR MORE INFORMATION

KEYED NOTES

1 2

TYP OF (4)

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

4 4

7 EXISTING VERTICAL REINFORCEMENT

TO REMAIN DURING DEMOLITION OF

WALL

SD342SD141 2

SD342SD141

SD342SD141

SD341SD141

SD340SD141

SD340SD141

SB542SD141

TYP

8 LOCATION OF PROPOSED TANKS

SHOWN FOR CLARITY

TYP OF (4)

TYP OF (4)

TYP OF (4)

TYP OF (4)

TYP OF (4)

TYP OF (4)

TYP OF (4) TYP OF (4)

SD141

5000 2500 50000

W

AT

ER

W

AY

D

EM

OL

IT

IO

N

PL

AN

WATERWAY DEMOLITION PLAN1

SD141 SD141

J J H

M J B

J

REMOVE EXISTING GRATING AND COVER PLATES

AND DEMOLISH EMBEDED ANGLES, TYP

3250 28650

17900

11025

3175 300 3175

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

REMOVE ALL PERIMETER GUARDRAILS

REMOVE EXISTING GRATING AND COVER

PLATES AND DEMOLISH ALL SLAB AND EMBED

ANGLES IN HATCH AREA

KEYED NOTES

NOTE:

ALL REMOVED COVER PLATES TO BE

KEPT FOR POSSIBLE REUSE

DEMOLISH STAIR

4 4

FOR MORE SPLITTER BOX

DEMOLSH INFORMATION, SEE

SB540

CONTRACTOR TO ADEQUATELY

BRACE TOP OF WALL PRIOR TO

DEMOLISHING OF ROOF DECK

SD342SD142 2

SD342SD142

SD342SD142

SD341SD142

SD340SD142

SD340SD142

SD142

5000 2500 50000

TO

P

LE

VE

L D

EM

OL

IT

IO

N

PL

AN

1 TOP LEVEL DEMOLITION PLAN

SD142 SD142

J J H

M J B

J

EXISTING HOPPER BOTTOM TO BE REPAINTED

SAW CUT AND REMOVE EXISTING HOUSEKEEPING PAD. BE

CAREFUL TO LIMIT DAMAGE TO EXISTING ELEVATION SLAB

EXISTING PAD TO REMAIN

EXISTING CONCRETE PAD AND CATWALK TO REMAIN

DEMOLISH CONCRETE HOUSE KEEPING PADS

KEYED NOTES

C

1 3 42 6 7 9 11

A

B

C

1 3 42 6 7 9 11

A

B

3400 1200 800 1200 650 1200 650 1200 650 1200 650 1200

TY

P

3197 1965

SD170

5000 2500 50000

5000 2500 50000

1 UPPER LEVEL DEMOLITION PLAN

SD170 SD170

2 LOWER LEVEL DEMOLITION PLAN

SD170 SD170

BU

ILD

IN

G

D

EM

OL

IT

IO

N

PL

AN

S

J J H

M J B

J

KEYED NOTES

DEMOLISH ALL CONCRETE SLABS AND BEAMS

WITHIN HATCHED AREA

2 DEMOLISH TOP SLAB AND BEAMS IN HATCH AREA

800 200 3700 300 2600 3002300 300 6000 300 800 200 100

17900

00 20

KEY PLAN

4 7950 6450

3 REMOVE ALL PERIMETER GUARDRAILS

4 REMOVE EXISTING PEELING PAINT OFF

PERIMETER WALLS. THE PAINT WAS TESTED FOR

LEAD AND WAS FOUND TO BE BELOW LIMIT

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

2 5

5 DEMOLISH FLARED CONCRETE WALL BASES

TYP50

TY

P

7900 6650 800 250 250

6 6 6 6 6 6

CUT IN NEW OPENINGS. FOR OPENINGS

ELEVATIONS, SEE SB342. FOR OPENINGS AT

WEST END, DEMOLISH FLARED CONCRETE WALL

BASES FIRST

SD340 SB541

TYP

SD340

5000 2500 50000

5000 2500 50000

DE

MO

LIT

IO

N

SE

CT

IO

NS

2 DEMOLITION SECTION

SD340

1 DEMOLITION SECTION

SD140 SD340

SD141

SD142

SD140

SD141

SD142

J J H

M J B

J

DEMOLISH TOP SLAB AND WALLS IN HATCH AREA

EXISTING CONCRETE WALLS TO REMAIN

REMOVE ALL PERIMETER GUARD RAILS

EXISTING CONCRETE BASE SLAB TO REMAIN

EXCEPT FOR AREAS NOTED ON SD140

5 REMOVE EXISTING PEELING PAINT OFF

PERIMETER WALLS. THE PAINT WAS TESTED

FOR LEAD AND FOUND TO BE BELOW LIMIT

6 DEMOLISH EXISTING SLAB, EXISTING

REINFORCING AROUND PERIMETER SHALL REMAIN

A MINIMUM OF 1200mm FOR FUTURE LAPPING

7 DEMOLISH EXISTING WATERWAY IN HATCH AREA

35450

18750 10150

8 EXISTING WALL TO REMAIN, CUT IN NOTCH

ON TOP OF WALL FOR TROUGH.

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

83508350

2325 750

4 11

SD341 SB541

TYP

KEY PLAN

SD341

DE

MO

LIT

IO

N

SE

CT

IO

N

5000 2500 50000

1 DEMOLITION SECTION

SD341SD140

SD141

SD142

J J H

M J B

J

21 3

ABCDEFGHJK

500 250

2550 600

KEYED NOTES

DEMOLISH TOP SLAB AND WALLS IN HATCH AREA

EXISTING CONCRETE WALLS TO REMAIN2

REMOVE ALL PERIMETER GUARDRAILS3

4 EXISTING CONCRETE BASE SLAB TO REMAIN

EXCEPT FOR AREAS NOTED ON SD140

5 DEMOLISH ALL CONCRETE SLABS AND

WALLS WITHIN HATCH

6 DEMOLISH TOP SLAB AND WALLS TO

ELEVATION SHOWN

REMOVE EXISTING PEELING PAINT OFF PERIMETER

WALLS. THE PAINT WAS TESTED FOR LEAD AND WAS

FOUND TO BE BELOW LIMIT

8 SAW CUT SLAB OR WALL AS REQUIRED TO

REMOVE EXISTING CONCRETE

200 1300 200

200 1300 200

300300

4500 300 4500 300 4500 300 4500

9 SAW CUT OPENINGS, SEE SB342 FOR OPENING ELEVATIONS

10 EXISTING WALL TO REMAIN, CUT NOTCH IN TOP

OF WALL FOR TROUGH.

ABCDEFGHJK

2500 14800 1900

TYP

SD342 SB541

TYP

300 2200 200 1300 200 2500 900 2500 200 1300 200 3200

400 400

600 600

300300

4500 300 4500 300 4500 300 4500

1950 600 1950 300 4500 4500 300 807 1050 800 1050 800

150400 1350 700 1350

ABCDEFGHJK

KEY PLAN

11 EXISTING VERTICAL REINFORCEMENT TO REMAIN DURING

DEMOLISH OF WALL

12 CONTRACTOR TO ADEQUATELY BRACE TOP OF WALL PRIOR

TO DEMOLISHING OF ROOF DECK

SD342

DE

MO

LIT

IO

N

SE

CT

IO

NS

5000 2500 50000

1 DEMOLITION SECTION

SD342

5000 2500 50000

2 DEMOLITION SECTION

SD342

5000 2500 50000

3 DEMOLITION SECTION

SD342

SD140

SD141

SD142

SD140

SD141

SD142

SD140

SD141

SD142

J J H

M J B

J

PHOTO A

DEMOLISH GRATING AND GUARDRAIL

PHOTO B

DEMOLISH GRATING

PHOTO C

DEMOLISH GRATING AND GUARDRAIL

PHOTO D

DEMOLISH HANDRAIL AND GUARDRAIL

SD900

DE

MO

LIT

IO

N

PH

OT

OS

J J H

M J B

J

1 2

B

KEYED NOTES

1 NEW 200mm CONCRETE WALLS, TYP

2 EXISTING CONCRETE WALLS

3 CONCRETE CANOPY OVER MANDOOR

4 130mm THICK CONCRETE ROOF EDGE

5 100mm TALL HOUSEKEEPING PAD WITH D13 AT 200mm OC EW, CENTERED

6 NEW STUB WALL ON TOP OF EXISTING ROOF

AB110 AB310

AB110 AB310

540 1100

AB110 AB410

AB410AB110

AB410AB110

AB410AB110

MCC ROOM

ABOVE

7 50mm CONCRETE TOPPING WITH 152x152MW9.1/9.1 WWM, CENTERED7

ROOF DESCRIPTION

- URETHANE SEAMLESS SPRAYED MEMBRANE

- URETHANE FOAM INSULATION WITH SKIN, (2)

LAYERS 50mm THICK

200 4200 200

AB110 SB541

A

1 2

B

SLOPE = 3mm:305mm

2810 700

200 250

AB110 SB541

AB110 SB542

DOOR AND FRAME SCHEDULE

OP

EN

IN

G

NO

TY

PE

MA

TE

RI

AL

WIDTH HEIG'T

DOOR

TY

PE

MA

TE

RI

AL

FRAME

FI

RE

R

AT

IN

G

(M

IN

S)

HA

RD

W

AR

E

SE

T

REMARKS OP

EN

IN

G

NO

1011.2xF HM 1900 2375 DF1 HM 90101

DOOR TYPE FRAME TYPE

SEE

SCHED

SE

E

SC

HE

DU

LE

2 FLUSH DOORS (PAINTED)

2xF

SEE SCHED

SE

E

SC

HE

DU

LE

2"x5 3/4"" DOUBLE RABBET FRAME (PAINTED)

DF2

AB110

BU

ILD

IN

G

NE

W

A

DD

IT

IO

N

PL

AN

S

1250 625 12500

ROOF PLAN2

AB110 AB110

1250 625 12500

FLOOR PLAN1

AB110 AB110

J J H

M J B

J

1 2

B

4200200 200

KEYED NOTES

1 NEW CONCRETE WALLS, D13 AT 200mm OC EF

VERTICAL AND HORIZONTAL, TYP OF (3)

2 NEW STUB WALL ON TOP OF EXISTING ROOF TO

SUPPORT NEW ROOF SLAB, D13 AT 200mm OC

VERTICAL AND HORIZONTAL EF

3 CONCRETE CANOPY

4 CONCRETE ROOF EDGE

1950 1950

5 CONCRETE BEAM, 300mm W x 500mm D

6 CONCRETE HEADER, 200mm W x 500mm D, EXTEND HORIZONTAL BARS PAST PIERS 600mm. (2) D19 x 1500mm ONE EF EACH CORNER

7 CONCRETE PIERS, SEE 2/SB541 FOR CONCRETE PIER

SCHEDULE

AB111 SB541

AB111 SB542

AB111 SB541

AB111 SB541

P2 P2

P2

BELOW BEAM

TYP AT EVERY CORNER

8 CORNER REINFORCEMENT, (5) D13 x 1500mm

9 130mm THICK CONCRETE ROOF SLAB REINFORCED WITH D10 AT 200mm OC EW TOP AND BOTTOM

AB111 SB541

AB111 AB111

TYP AT ALL CORNERS

HOOK AT END OF

HORIZONTAL BARS,

TYP AT BOUNDARY

ELEMENTS

NEW WALL

D10 TIES AT 150mm

OC

D13 HORIZONTAL AT

200mm OC EF

D13 VERTICAL AT

200mm OC EF

(10) D22 DOWELS AT

200mm OC EPOIXED 254mm INTO EXISTING

CONCRETE, CENTERED

IN EXISTING WALL

BELOW

SCALE:

1:10

SHEAR WALL BOUNDARY ELEMENT

0 100 50050 300200

AB111AB111

AB111

BU

ILD

IN

G

N

EW

A

DD

IT

IO

N

RO

OF

F

RA

MI

NG

P

LA

N

1250 625 12500

ROOF FRAMING PLAN1

AB111 AB111

J J H

M J B

J

DOOR AND FRAME SCHEDULE

OP

EN

IN

G

NO

OH1

TY

PE

MA

TE

RI

AL

WIDTH HEIG'T

DOOR

TY

PE

MA

TE

RI

AL

FRAME

FI

RE

R

AT

IN

G

(M

IN

S)

HA

RD

W

AR

E

SE

T

REMARKS

OP

EN

IN

G

NO

1.

1.

1.

1.

1.

1. GALVANIZED

SLOPE = 3mm:305mm

ROOF DESCRIPTION

- URETHANE SEAMLESS SPRAYED MEMBRANE

- URETHANE FOAM INSULATION WITH SKIN, (2) LAYERS 50mm THICK

DOOR TYPE FRAME TYPE

SEE

SCHED

SE

E

SC

HE

DU

LE

SEE

SCHED

SE

E

SC

HE

DU

LE

FLUSH (PAINTED) 2"x5 3/4"" DOUBLE RABBET

FRAME (PAINTED)

8150475

KEYED NOTES

STAINLESS STEEL STAIR WITH STAINLESS

STEEL GUARDRAIL AND HANDRAIL

REMOVABLE STAINLESS STEEL GUARDRAILL5

CONCRETE STOOPS, SEE 12/SB542

NEW EXTERIOR STAINLESS STEEL GUARDRAIL

CONCRETE WALLS8

TYP

GENERAL NOTES:

1. ALL FLOORS ARE NEW 200mm CONCRETE

SLAB ON TOP OF EXISTING SLAB. ROOM 101

IS A NEW CONCRETE SLAB THAT WILL

RECEIVE A HEAVY DUTY FINISH

2. ALL WALLS WILL BE PAINTED

3. ALL CEILINGS WILL BE A CIP CONCRETE-

PAINTED.

PIPE BOLLARD, SEE 13/SB542

NEW S200x27.4 HOIST BEAMS WITH

TROLLEY

PROCESS PIPING AND EGMID WITH (8)

HOUSEKEEPING PADS UNDER FEET OF

EQUIPMENT, SEE PROCESS MECHANICAL PLANS

A.5

SLOPE = 3mm:305mm

AB140 AB340

AB140 AB340

AB140 AB340

F HM 950 2075 DF1 HM 90

F HM 950 2075 DF1 HM 90

F HM 950 2075 DF1 HM 90

F HM 950 2075 DF1 HM 90

F HM 950 2075 DF1 HM 90

F DF1

SEE SCHED

SE

E

SC

HE

DU

LE

2"x5 3/4"" DOUBLE RABBET

FRAME (PAINTED)

DF2

A

B

C

D

E

F

2 3 3.2 4 4.41

OH13048 3048 STL

JAMB AND HEAD

DETAIL FOR OH1

90 90

(2) #10 x 460mm AT 460mm OC

6mm BENT PLATE

AB140 AB542

200mm PAD STOOP REINFORCED WITH D13 AT 200mm OC

C150x19.3 CHANNELS UNDER MIXERS10

20256134500

4450 3200

905 4440

1 1

5745905

OH1

104103

A

B

C

D

E

F

2 3 3.2 4 4.41

D.7

3.5

2800 1130 3720

SEE 1/SB540 FOR MORE

SPLITTER BOX INFORMATION

2126 1772 3052

AB140 AB440 3

AB140 AB440

AB140 AB440

AB140 AB440

AB140 SB543

AB140 AB543

1751 1000 6002

AB140 SB543

AB140 SB543

SB543AB140

TYP

TYP10 10

TY

P

M

M

KEY PLAN

AB140

3750 1875 37500

FLOOR PLAN ROOF PLAN

3750 1875 37500

SB142 AB140

AB140 AB140

BU

ILD

IN

G

8 N

EW

A

DD

IT

IO

N

PL

AN

S

J J H

M J B

J

KEYED NOTES

NEW CONCRETE WALLS, REINFORCE ALL

WALLS WITH D13 AT 200mm OC, VERTICAL

AND HORIZONTAL, EF

NEW S200x27.4 HOIST BEAMS WITH TROLLEY

CONCRETE ROOF BEAMS, 300mmW x 600mmD, (2+4) D29 BOTTOM BARS AND (2) D13 TOP BARS

AND D13 STIRRUPS AT 250mm OC

A

B

C

D

E

F

2 3 3.2 4 4.41

A.5

7900 600

TY

P

P1

P1

P1

P1

P1

P1

P1 P1

P1

P1

P1

P1

P1

AB141 AB340

AB141 AB340

AB141 AB340

P1

AB141 SB542

CONCRETE ROOF EDGE

5 CONCRETE CANOPIES OVER MANDOORS

TYP

CONCRETE HEADER, 300mmW x 600mmD WITH (2) D25

BOTTOM BARS AND (2) D13 TOP BARS AND D10

STIRRUPS AT 200mm OC. (2) D19 x 1500MM ONE EF

EACH CORNER

AB141 SB541

AB141 SB541

SB543AB141

AB141 SB543

AB141 SB541

TYP

TYP AT EVERY CORNER

CORNER REINFORCEMENT, (5) D13 x 1500mm7

P1 P1 P1

200mm REINFORCED CONCRETE ROOF SLAB8

AB141 AB141 AB141

AB141

AB141 AB141

AB141 AB141

P1P1P1

P1 P1

AB141 AB141

SCALE:

1:10

SHEAR WALL BOUNDARY ELEMENT

HOOK AT END OF

HORIZONTAL BARS,

TYP AT BOUNDARY

ELEMENTS

0 100 50050 300200

NEW WALL

(10) D22 DOWELS AT

200mm OC EPOIXED 254mm INTO EXISTING

CONCRETE, CENTERED

IN EXISTING WALL

BELOW

D10 TIES AT 150mm

OC

D13 HORIZONTAL AT

200mm OC EF

D13 VERTICAL AT

200mm OC EF

AB141AB141 SCALE:

1:10

SHEAR WALL BOUNDARY ELEMENT

0 100 50050 300200

AB141AB141

HOOK AT END OF

HORIZONTAL BARS,

TYP AT BOUNDARY

ELEMENTS

NEW WALL

D10 TIES AT 150mm

OC

D13 HORIZONTAL AT

200mm OC EF

D13 VERTICAL AT

200mm OC EF

(10) D22 DOWELS AT

200mm OC EPOIXED 254mm INTO EXISTING

CONCRETE, CENTERED

IN EXISTING WALL

BELOW

HOOK AT END OF

HORIZONTAL BARS,

TYP AT BOUNDARY

ELEMENTS

NEW WALL

D10 TIES AT 150mm

OC

D13 HORIZONTAL AT

200mm OC EF

D13 VERTICAL AT

200mm OC EF

(10) D22 DOWELS AT

200mm OC EPOIXED 254mm INTO EXISTING

CONCRETE, CENTERED

IN EXISTING WALL

BELOW

SCALE:

1:10

SHEAR WALL BOUNDARY ELEMENT

0 100 50050 300200

AB141AB141

AB1413750 1875 37500

ROOF FRAMING PLAN

AB141 AB141

BU

ILD

IN

G

8 N

EW

A

DD

IT

IO

N

RO

OF

F

RA

MI

NG

P

LA

N

J J H

M J B

J

A B

T/EXISTING SLAB

EL = 31.60

T/ROOF SLAB

EL = 34.710

0 13

AB310 SB542

500500 10

AB310 SB541

KEYED NOTES

1 NEW CONCRETE WALLS, D13 AT 200mm

OC VERTICAL AND HORIZONTAL, EF

2 CONCRETE HOUSEKEEPING PAD WITH

D13 AT 200mm OC EW TOP AND BOTTOM

CONCRETE CANOPY OVER MANDOORS

4 CONCRETE ROOF SLAB WITH D10 AT 200mm

OC EW TOP AND BOTTOM

CONCRETE BEAMS, 300mm W x 500mm D

WITH (3) D19 CONTINUOUS BOTTOM BARS

AND (2) D13 TOP BARS AND D10 STIRRUPS

AT 200mm OC

EXISTING ROOF SLAB6

NEW STUB WALL ON TOP OF EXISTING

ROOF TO SUPPORT NEW ROOF, D13 AT

200mm OC VERTICAL AND HORIZONTAL EF

DEMOLISH EXISTING ROOF OVERHANG

BEFORE CONSTRUCTION8

TYP

200 200

3 313

AB310 SB541

AB310 SB541

TYP

50mm CONCRETE TOPPING9

EXISTING CONCRETE WALL10

SECTION C1 2

T/EXISTING SLAB

EL = 31.60

T/EXISTING ROOF SLAB

EL = 34.10

T/ ROOF SLAB

EL = 34.710

1 10

AB310 AB310

SLOPE = 3mm:305mm

AB310 SB541

TYP

AB310 SB541

8 6

AB310 SB541

AB310

BU

ILD

IN

G

N

EW

A

DD

IT

IO

N

SE

CT

IO

NS

1250 625 12500

SECTION1

AB110 AB310

1250 625 12500

SECTION2

AB110 AB310

500 250 5000

EXISTING ROOF OVERHAND DEMOLITION3

AB110 AB310

J J H

M J B

J

T/ROOF SLAB

3 4

250 250

475 475

24722126 3052

T/EXISTING SLAB

33.45

38.593

SB541AB340

TYP

AB340

AB340 SB543

SB543AB340

SB541

12 13

350 1772 350

SB542AB340

TYP/SIM

EXISTING GRADE

A.5 ABCDEF

315031504500510048004800

25500

450 450300 TYP BEAM

0 T

YP

BE

AM

TYP

1930 2696 19304176

875 500 550 650 550 500 875 825 500 500 500 850 1325 500 500 500500

32.20

T/ EXISTING SLAB

T/ ROOF SLAB

33.45

38.593

SB542AB340

SB543AB340

SB542AB3407

SB541AB340

SB541AB340

SB543AB340 4

SB543AB340

TYP AT BEAMS

AB340 SB541

3 5

TYP

350 350 350 350

SB542AB340

141414

3 4

250 250

475 475

15011501 1751 1000

3750 3650

SLOPE = 3mm:305mm SLOPE = 3mm:305mm

T/ROOF SLAB

38.593

T/EXISTING SLAB

33.45

SB541AB340

SB541AB340

TYP

SB541AB340

TYP

SB543AB340

TYP

SB541AB340

AB340 SB541

AB340 SB541

AB340 SB5413

SB541AB340

TYP

10 12

KEYED NOTES

CONCRETE STOOPS

PIPE BOLLARD

3 NEW STAINLESS STEEL EXTERIOR GUARDRAIL

4 NEW STAINLESS STEEL STAIR WITH STAINLESS

STEEL GUARDRAIL AND HANDRAIL

5 NEW REMOVABLE STAINLESS STEEL GUARDRAIL

6 S200x27.4 HOIST BEAMS WITH TROLLEY

7 (8) HOUSEKEEPING PADS

CONCRETE ROOF BEAMS WITH (2+4) D29

BOTTOM BARS AND (2) D13 TOP BARS AND

D13 STIRRUPS AT 200mm OC

9 CONCRETE CANOPY OVER MANDOOR

10 CONCRETE WALLS WITH D13 AT 200mm

OC EW EF

11 CONCRETE ROOF SLAB WITH D13 AT

200mm OC EW TOP AND BOTTOM

12 CONCRETE FLOOR SLAB, D13 AT 200mm

OC EW TOP AND BOTTOM

13 EXISTING CONCRETE STRUCTURE

14 NEW OPENINGS, SEE SB342 FOR MORE

INFORMATION

15 EXISTING HOLES TO BE INFILLED WITH D13

AT 200mm OC EW TOP AND BOTTOM, TYP.

SEE 8/SB541

AB340

SECTION SECTION

SECTION

2500 1250 25000 2500 1250 25000

2500 1250 25000

AB140 AB340

AB340

AB340

BU

ILD

IN

G

8 N

EW

A

DD

IT

IO

N

SE

CT

IO

NS

AB141

SB340

AB140

AB141

SB340

AB140

AB141

SB341

J J H

M J B

J

T/EXISTING SLAB

EL = 31.60

T/ROOF SLAB

EL = 34.710

AB410 SB542

500500 10

AB410 SB541

A B

TYP

TYP

T/EXISTING SLAB

EL = 31.60

T/EXISTING ROOF SLAB

EL = 34.10

T/ ROOF SLAB

EL = 34.710

500 500

2 1

T/ROOF SLAB

EL = 34.710

500500

KEYED NOTES

1 PAINTED CONCRETE

2 CONCRETE ROOF SLAB

3 CONCRETE CANOPY OVER

MANDOOR

T/EXISTING ROOF SLAB

EL = 34.10

B A

4 EXISTING BUILDING 1191

T/EXISTING ROOF SLAB

EL = 34.10

T/ ROOF SLAB

EL = 34.710

500 700

1 2

AB410

BU

ILD

IN

G

N

EW

A

DD

IT

IO

N

EL

EV

AT

IO

NS

1250 625 12500

WEST ELEVATION1

AB110 AB410

1250 625 12500

NORTH ELEVATION2

AB110 AB410

500 250 5000

EAST ELEVATION4

AB110 AB410

1250 625 12500

SOUTH ELEVATION3

AB110 AB410

J J H

M J B

J

EXISTING

CONCRETE STAIR

EXISTING GRADE

32.20

T/EXISTING BUILDING SLAB

33.45

T/ROOF

38.593

AB140 AB340

SB542AB440

TYP

EXISTING GRADE

32.20

T/EXISTING BUILDING SLAB

33.45

T/ROOF

38.593

AB340AB140

SB540AB440

SB543AB440

TYP

EXISTING GRADE

32.20

T/EXISTING BUILDING SLAB

33.45

T/ROOF

38.593

AB440 SB542

AB140 AB340

AB140 AB340

6 6

EXISTING GRADE

32.20

T/EXISTING BUILDING SLAB

33.45

T/ROOF

38.593

AB340AB140

AB340AB140

AB440 SB541

KEYED NOTES

NEW CONCRETE TO BE PAINTED

CONCRETE PIPE BOLLARD

3 NEW STAINLESS STEEL EXTERIOR

GUARDRAIL

4 EXISTING 83108 STRUCTURE

5 CONCRETE ROOF SLAB

6 CONCRETE CANOPIES OVER MANDOORS

7 NEW SPLITTER BOX

AB440

2500 1250 25000

NORTH ELEVATION SOUTH ELEVATION

EAST ELEVATION

2500 1250 25000

2500 1250 25000

WEST ELEVATION

2500 1250 25000

BU

ILD

IN

G

8 N

EW

A

DD

IT

IO

N

EL

EV

AT

IO

NS

AB140 AB440

AB140 AB440

AB140 AB440

AB140 AB440

J J H

M J B

J

EXISTING COVER PLATE TO BE

REINSTALLED

2 2

NEW L51x51x13mm STEEL EMBEDS2

INFILL EXISTING VOIDS WITH A

RIGID INSULATION UNDER AN

200mm REINFORCED CONCRETE

SLAB. REINFORCE WITH D16 AT

200mm OC, CENTERED IN THE SLAB

4 5

NEW STAINLESS STEEL GUARDRAIL,

SEE 8/SB543

NEW STAINLESS STEEL GUARDRAIL

WITH HANDRAIL, SEE 8/SB543 FOR

ATTACHMENT

SB110 SB543

UP

SB110 SB543

NEW STAINLESS STEEL HANDRAIL,

PROVIDE 150 x 150mm x 13mm END PLATE WITH (4) 12mm x 100mm

EMBEDDED EPOXY SET ANCHORS

EXISTING STAIR TO REMAIN7

REPLACE EXISTING ANGLE8

TYP

SB110 AB110

UP

SB110 SB543

TYP

SB110

BU

ILD

IN

G

P

LA

NS

2500 1250 25000

LOWER LEVEL PLAN1

SB110 SB110

2500 1250 25000

UPPER LEVEL PLAN2

SB110 SB110

J J H

M J B

J

SLOPESLOPE

NEW SLAB 350mm THICK TO REPLACE EXISTING AFTER

UNDERGROUD PIPING IS INSTALLED

NEW TANK FLOOR SLAB 200mm THICK ON

TOP OF EXISTING FLOOR SLAB

NEW CONCRETE WALLS TO RESIST LATERAL EARTH

PRESSURE

67 30

1300 2100

4375 4000 2000 4200 2000 3000 800 8350

300 300 300 200

60752001500

02600

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

4708 3686 3556

KEYED NOTES

300200

14600

24007650 250250

8007650

2 3

4 4

18750 NEW 350mm THICK FLOOR SLAB5

6 NEW OPENINGS, SEE SB342 FOR

MORE INFORMATION

TYP

TYP

NEW CONCRETE WALLS

7 NEW CONCRETE TANK WALLS,

SEE 1/SB541 FOR SPLICING, TYP

8 NEW CONCRETE FOOTING AND

TRENCHES AROUND PROPOSED PIPING

SB341SB140 1

SB342SB140

SB342SB140

SB341SB140

SB340SB140

SB340SB140

SB342SB140

SB542SB140

SB542SB140

TYP

SB541SB140

TYP

SB541SB140

SB542SB140

TYP

SB541SB140

TYP

SB542SB140

TYP

TYP

TY

P

SB542SB140

TYP

2001475

SHEET OF

SHEET

IDENTIFICATION

O N

E I D

A

T

O T

A L

I N

T E

G R

A T

T

E R

P R

I S

E S

P

A C

K E

R L A

I V

E

G R

E E

N

B

A Y

X X

X

X X

X

I S

O

A

D E

S I G

N E

D

B

Y

D W

N

B

Y

C K

D

B

Y

S O

L I C

I T

A T

I O

N

N

O

D A

T E

C O

N T

R A

D R

A W

I N

G

C

O D

E

I S

S U

E

D

A T

E

P L

A

L E

S U

B M

I T

T E

D

B

Y

F I L

E

N

A M

E

S I Z

E

P R

O J E

Q

K K

A

M I S

A W

A

A

S

E

A

B

C

D

1 2 3 4 5

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SIGNED

THIS WORK WAS

PREPARED BY ME OR

UNDER MY SUPERVISION

OF

U S

A

R

C E

C I V

I L

E

N G

I N

E E

R

S

Q U

A D

R O

N

X X

X

Oneida Total Integrated Enterprises

5000 2500 50000

SB140

LO

W

ER

LE

VE

L P

LA

N

LOWER LEVEL PLAN1

SB140 SB140

J J H

M J B

J

CROSS WALLS

TYP

TYP

2000 8775 3000 2000 77754200

2600 1500 1500

DIA=15850

2000 3000

2600 2400 80 0 8800

37003700

A

B

C

D

E

F

G

H

J

K

2 3 3.2 4 4.4 5 6 7.8 8 9 11 12 12.3 13 157 101 148.8

TYP

300 300

200200

NEW CONCRETE TANK WALLS,

SEE 1/SB541 FOR SPLICING, TYP

NEW CONCRETE TROUGH WALL

CONCRETE INFILLS

KEYED…