APPENDIX B Contract Drawings...QUANTITY AS CUT BARS. PLACE HALF OF ADDITIONAL BARS ON EACH SIDE OF OPENING 1. SEE DRAWINGS FOR REQUIRED LOCATIONS AND SIZES OF DRAWINGS. 2. PROVIDE

APPENDIX B

Contract Drawings

Screenings and Grit Facility Addendum No. 5 10/2018

SEALANT W/ BACKUP MATERIALEA SIDE OF WALL/SLABTYP

2" CLR

CONT 9" WS FILLER EA SIDE OF WS3/4" PREMOLDED JOINT

1. THE FOLLOWING NOTES APPLY TO ALL STRUCTURALDRAWINGS. THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEENCONTRACT DRAWINGS AND SPECIFICATIONS PRIORTO BIDDING.

2. ALL DESIGN AND CONSTRUCTION IS BASED ON ANDSHALL BE IN ACCORDANCE WITH THE VIRGINIAUNIFORM STATEWIDE BUILDING CODE 2012 EDITION,ADOPTED JULY 2014.

3. THE GENERAL CONTRACTOR SHALL VERIFY ALLDIMENSIONS AND SITE CONDITIONS AND NOTIFY THEENGINEER OF ANY DISCREPANCIES BETWEENCONTRACT DRAWINGS AND SPECIFICATIONS PRIORTO PROCEEDING WITH WORK. FOR DIMENSIONS NOTSHOWN ON STRUCTURAL DRAWINGS, SEE ARCHITECTURAL DRAWINGS.

4. THE STRUCTURE SHOWN ON THESE DRAWINGS ISSELF-SUPPORTING ONLY IN ITS COMPLETED FORM.THE CONTRACTOR SHALL BE RESPONSIBLE FORPROVIDING THE DESIGN, ADEQUACY, SAFETY ANDSTABILITY OF TEMPORARY ERECTION BRACING ANDSHORING.

5. THE CONTRACTOR SHALL COORDINATE ALL OPENINGDIMENSIONS IN WALLS AND SLABS WITHARCHITECTURAL, MECHANICAL, HVAC, PLUMBING,AND ELECTRICAL DRAWINGS. NO STRUCTURALMEMBERS SHALL BE CUT FOR PIPES, DUCTS, ETC.,UNLESS SPECIFICALLY DETAILED OR APPROVED BYTHE ENGINEER.

6. ALL STAIR, PLUMBING, MECHANICAL AND HVACCONNECTIONS TO STRUCTURE SHALL BECONCENTRIC. NOTIFY THE ENGINEER FORAPPROVAL OF ECCENTRIC CONNECTIONS.

7. UNLESS NOTED, ELEVATIONS SHOWN ARE TO TOPOF SLABS.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FORMEANS, METHODS, TECHNIQUES, SEQUENCES, ANDPROCEDURES IN ORDER TO COMPLY WITH THECONTRACT DRAWINGS AND SPECIFICATIONS.

A. GENERAL

B. FOUNDATIONS

1. STRUCTURE SHALL BE SUPPORTED BY MICROPILES.REFER TO GEOTECHNICAL REPORT PREPARED BYDMY, DATED JANUARY 8, 2016.

2. THE SITE SHALL BE PREPARED UNIFORM INACCORDANCE WITH GENERAL SITE DRAWINGS, ANDSPECIFICATIONS. A QUALIFIED GEOTECHNICALENGINEER SHALL VERIFY ALL ASSUMPTIONS ANDREPORT TO THE ARCHITECT/ENGINEER ANYVARIATIONS.

3. ALL EXCAVATIONS AND BUILDING PADS SHALL BEINSPECTED BY A QUALIFIED GEOTECHNICALENGINEER TO VERIFY THE DESIGN ASSUMPTIONS ANDREPORT ADVERSE CONDITIONS.

4. WHERE FILL IS REQUIRED, IT SHALL BE PLACED INACCORDANCE WITH INSTRUCTIONS OF A QUALIFIEDGEOTECHNICAL ENGINEER TO MAINTAIN DESIGNBEARING PRESSURE.

1. DESIGN ROOF LIVE LOAD:TYPICAL UNLESS OTHERWISE NOTED 22 PSF MINIMUMLOW ROOF 125 PSF

2. ROOF SNOW LOAD:a. GROUND SNOW LOAD Pg = 20 PSFb. FLAT-ROOF SNOW LOAD Pf = 22 PSFc. SNOW EXPOSURE FACTOR Ce = 0.9d. SNOW LOAD IMPORTANCE FACTOR Is = 1.10e. THERMAL FACTOR Ct = 1.10

3. DESIGN FLOOR LIVE LOADS:TYPICAL UNLESS OTHERWISE NOTED 250 PSFFIRST FLOOR BOILER ROOM 300 PSFSECOND FLOOR - UPPER LEVEL 125 PSF

4. DESIGN WIND LOAD:a. BASIC WIND SPEED V = 120 MPHb. WIND EXPOSURE Cc. INTERNAL PRESSURE GCpi = +0.18, -0.18d. RISK CATEGORY III

5. DESIGN SEISMIC LOAD:a. RISK CATEGORY IIIb. SEISMIC IMPORTANCE FACTOR Ie=1.25c. MAPPED SPECTRAL RESPONSE ACCELERATION

SS=0.185gS1=0.062g

d. SITE CLASS De. DESIGN SPECTRAL RESPONSE ACCELERATION

SDS=0.197gSD1=0.099g

f. SEISMIC DESIGN CATEGORY Bg. CONCRETE SHEAR WALLSh. DESIGN BASE SHEAR TBDi. SEISMIC RESPONSE COEFFICIENT CS=0.047j. RESPONSE MODIFICATION FACTOR R=3k. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE

6. DESIGN FLOOD LOAD:a. LOWEST FLOOR EL 0.00 FTb. DESIGN FLOOD LEVEL EL 34.53 FT

C. CONCRETE

1. ALL CONCRETE CONSTRUCTION SHALL BE INACCORDANCE WITH ACI 350 AND ACI 301, CURRENTEDITIONS.

2. CONCRETE SHALL DEVELOP A MINIMUM 28 DAYCOMPRESSIVE STRENGTH AS FOLLOWS:

TYPICAL 5000 PSI W/O AIR ENTRAINMENTEXTERIOR SLABS 4000 PSI W/AIR ENTRAINMENTWORKMATS 2000 PSI

3. UNLESS OTHERWISE NOTED, CONCRETE COVER FORREINFORCING STEEL SHALL BE AS FOLLOWS:

CAST AGAINST EARTH 3"EXPOSED TO EARTH, LIQUID OR WEATHER 2"SECOND FLOOR TO HIGH ROOF:

BEAMS AND COLUMNS 1 1/2"SLABS AND WALLS 1"

D. REINFORCING STEEL

1. REINFORCING STEEL SHALL CONFORM TO ASTM A615GRADE 60 UNLESS OTHERWISE NOTED.

E. STRUCTURAL STEEL

1. ALL STEEL CONSTRUCTION SHALL BE IN ACCORDANCEWITH AISC STEEL CONSTRUCTION MANUAL,THIRTEENTHEDITION.

2. ALL FABRICATION AND ERECTION OF STRUCTURALSTEEL SHALL BEGOVERNED BY THE AISC CODE OFSTANDARD PRACTICE FOR STEEL BUILDINGS ANDBRIDGES, CURRENT EDITION.

3. MATERIALS, UNLESS OTHERWISE NOTED:WIDE FLANGE SHAPES ASTM A992 Fy=50 KSIANGLES, CHANNELS AND PLATES ASTM A36 Fy = 36 KSIHOLLOW STRUCTURAL SECTIONS ASTM A500

GRADE B Fy=46 KSIHIGH STRENGTH BOLTS UON ASTM A325 TYPE 1ANCHOR RODS ASTM F1554 Fy=36 KSISHEAR STUD CONNECTORS ASTM A108 TYPE B Fu=60 KSI

4. ALL EXPOSED STRUCTURAL STEEL SHALL BE GALVANIZED

STRUCTURAL NOTES

H. DESIGN LOADS

G. GROUT AND MORTAR

1. GROUT UNDER BEARING PLATES SHALL BE NON-SHRINK,NON-METALLIC, CEMENTITIOUS GROUT CONFORMING TO ASTMC1107. MIXING AND PLACEMENT SHALL BE IN ACCORDANCEWITH MANUFACTURER'S INSTRUCTIONS.

2. MASONRY GROUT SHALL CONFORM TO ASTM C476 WITH AMINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS.MAXIMUM AGGREGATE SIZE SHALL BE 1/4" PER ASTM C404,AND SLUMP SHALL BE 8"-10". TEST SAMPLES SHALL BE TAKENFOR EVERY 30 CU. YDS. PLACED AND COMPRESSION TESTRESULTS SHALL BE FORWARDED TO THE ARCHITECT/ENGINEER.

3. MASONRY MORTAR SHALL CONFORM TO ASTM C270 AND BETYPE "S" UNLESS IN CONTACT WITH SOIL, IN WHICH CASE SHALLBE TYPE "M".

F. CONCRETE MASONRY

1. ALL MASONRY DESIGN AND CONSTRUCTION SHALL BE INACCORDANCE WITH ACI 530/ASCE 5/TMS 402 AND ACI530.1/ASCE 6/TMS 602, CURRENT EDITIONS.

2. CONCRETE MASONRY UNITS SHALL BE NORMAL AND CONFORMTO ASTM C90, GRADE N, TYPE I. LAY IN RUNNING BOND UNLESSOTHERWISE NOTED. F'm SHALL BE 1500 PSI, MINIMUM.

3. JOINT REINFORCING SHALL BE TRUSS TYPE SPACEDVERTICALLY AT 16" ON CENTER, UNLESS OTHERWISE NOTED,AND CONFORMING TO ASTM A951.

4. VERTICAL REINFORCING IN CONCRETE MASONRY, ASREQUIRED, SHALL BE DOWELED INTO THE FOUNDATION ANDEXTEND INTO BOND BEAMS. PROVIDE MIN. 4" x 4" OPENING ATU-BLOCK FOR VERTICAL BAR.

5. ALL CELLS CONTAINING VERTICAL REINFORCEMENT SHALLBE GROUTED SOLID. CONDUIT SHALL NOT BE PLACED INCELLS CONTAINING REINFORCEMENT.

6. PROVIDE REINFORCING IN CONCRETE MASONRY GROUTEDCELLS AT EACH SIDE OF OPENING, EQUAL TO THEREINFORCING DISPLACED. MINIMUM REINFORCING SHALL BE1-#5 AT EACH SIDE UNLESS REINFORCED CONCRETE JAMBIS CALLED OUT.

7. PROVIDE ADDITIONAL REINFORCING IN CONCRETE MASONRYGROUTED CELLS AS FOLLOWS:a. ONE AT EACH END OF WALL CONTROL JOINTS.b. TWO AT WALL INTERSECTIONS, WITH ONE AT THE INTERIOR

WALL END AND ONE AT THE ADJACENT EXTERIOR WALL CELL.c. THREE AT EXTERIOR WALL CORNERSd. IN ALL CASES, VERTICAL BAR SIZE SHALL MATCH TYPICAL

REINFORCING AND ONLY ONE BAR SHALL BE PLACED IN EACHGROUTED CELL.

8. PROVIDE JOINT REINFORCING SPACED VERTICALLY AT 8" ONCENTER FOR MASONRY BELOW GRADE. PORVIDE 2 ROWS,SPACED VERTICALLY AT 8" ON CENTER, AT TOP AND BOTTOMOF OPENINGS, EXTEND 24" EACH SIDE OF OPENINGS, AND 2ROWS AT 8" ON CENTER AT BOND BEAMS.

9. CONCRETE MASONRY UNITS SHALL BE CUT BELOW CONCRETEBEAMS OR BOND BEAMS AS REQUIRED IN ORDER TO PROVIDECONTINUOUS BEAM OR BOND BEAM AT THE PROPER ELEVATION.

0. ALL CELLS BELOW GRADE AND SLAB ON GRADE SHALL BEGROUTED SOLID.

1. BOND BEAMS AND REINFORCING SHALL BE DISCONTINUOUS ATCONTROL JOINTS.

2. SEE ARCHITECTURAL DRAWINGS FOR LAYING MASONRY ANDTHE LOCATIONS OF OPENINGS AND CONTROL JOINTS.

1

1

1

@ ATADDL ADDITIONALAHU AIR HANDLING UNITALT ALTERNATEAPPROX APPROXIMATEARCH ARCHITECTURALBLDG BUILDINGB/ BOTTOM OFBOT BOTTOMBRNG BEARINGBTWN BETWEENCIP CAST IN PLACECIW CENTER IN WALLCJ CONTROL/CONSTRUCTION JOINTCL CENTERLINECLR CLEARCMU CONCRETE MASONRY UNITCOL COLUMNCONC CONCRETECONN CONNECTIONCONT CONTINUOUSD DEPTHDBL DOUBLEDEMO DEMOLITIONDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDN DOWNDP DEEPDWG DRAWINGEA EACHEF EACH FACEEJ EXPANSION JOINTEL ELEVATIONEOD EDGE OF DECKEOS EDGE OF SLABEQ EQUALEW EACH WAYEXIST EXISTINGEXT EXTERIORFD FLOOR DRAINFF FINISHED FLOORFLR FLOORFDN FOUNDATIONFO FACE OFFT FOOT/FEETFTG FOOTINGGA GAUGEGALV GALVANIZEDHORIZ HORIZONTALHSS HOLLOW STRUCTURAL SECTIONHT HEIGHTIF INSIDE FACEIN INCHINT INTERIORKIP, k 1000 LBSKSI KIPS PER SQUARE INCHL LENGTHLBS POUNDSLD DEVELOPMENT LENGTHLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLn CLEAR SPANLONG LONGITUDINALLWT LIGHTWEIGHTMAX MAXIMUMMIN MINIMUMMISC MISCELLANEOUSNO, # NUMBERNOM NOMINALNTS NOT TO SCALENWT NORMAL WEIGHTOC ON CENTEROF OUTSIDE FACEOPNG OPENINGPEN PENETRATIONPERP PERPENDICULARPL PLATEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATEDR RADIUSREF REFERENCEREQD REQUIREDRTU ROOF TOP UNITSECT SECTIONSF STEP FOOTINGSIM SIMILARSSP STANDARD STEEL PIPESTIFF STIFFENERT/ TOP OFT&B TOP AND BOTTOMTHK THICKNESSTYP TYPICALUON UNLESS OTHERWISE NOTEDVDOT VIRGINIA DEPARTMENT OF

TRANSPORTATIONVERT VERTICALVIF VERIFY IN FIELDW WIDEW/ WITHW/O WITHOUTWP WORKPOINTWS WATERSTOPWWF WELDED WIRE FABRIC

ABBREVIATIONS

TYP

LAP SPLICE

PROVIDE 2"x6" KEY TYP2x4 KEY AT WALL t ≤ 12"W/ CONT 6" WATERSTOP

t

NOTES:1. CONTRACTOR TO SUBMIT CONSTRUCTION JOINT

LOCATIONS TO ENGINEER FOR APPROVAL MAX 40 FEET.2. MINIMUM CURE TIME BETWEEN ADJACENT CONCRETE

PLACEMENTS SHALL BE 7 DAYS.

TYP

LAP SPLICECORNER REINFORCINGBAR TO MATCH HORIZREINFORCING TYP

STD HK

TY

P

LA

P S

PLIC

E

TYP

LAP SPLICE3/8" TOOLED JOINTFILL WITH SEALANT

T/SLAB

PROVIDE 2"x6" KEY TYP2x4 KEY AT WALL t ≤ 12"W/ CONT 6" WATERSTOP

t

NOTES:1. CONTRACTOR TO SUBMIT CONSTRUCTION JOINT

LOCATIONS TO ENGINEER FOR APPROVAL MAX 40 FEET.2. MINIMUM CURE TIME BETWEEN ADJACENT CONCRETE

PLACEMENTS SHALL BE 7 DAYS.3. PLACE CONCRETE TO ENSURE NO VOIDS UNDER WATERSTOP.

DOWEL BARS TOMATCH VERTICALREINFORCING

ROUGHEN SURFACETO 1/4" AMPLITUDE& PROVIDE CONTWATERSTOP TYP

PROVIDE 2"x6" KEY TYP2x4 KEY AT WALL t ≤ 12"W/CONT 6" WATERSTOPTYP

CONTINUOUS TOPAND BOTTOM BARSSEE SECTIONS

T/ SLAB

STD HOOKTYP

#5 @ 12"U-BAR

#5 BARCONT @MID-HEIGHT

TYP2" CLR

TYP

LAP SPLICE STD HOOKTYP

TY

P3"

CLR

3' -

0"

ADDITIONAL HORIZ REINFORCINGBARS EACH FACE AS REQD FOR6" MAX SPACING (NOT REQUIRED2ND FLOOR TO HIGH ROOF)

LA

P S

PLIC

E T

YP

3"

3' -

0"

TY

P

LA

P S

PLIC

E

ADDITIONAL HORIZREINFORCING BARSEACH FACE AS REQDFOR 6" MAX SPACING

REINFORCEMENT UON18" WALL

#7 @ 12" VERT EF#6 @ 12" HORIZ EF

12" WALL#6 @ 12" VERT EF#5 @ 12" HORIZ EF

NOTES:1. REFER TO DRAWING DS22 FOR SHEAR WALL REINFORCEMENT.2. MICROPILES NOT SHOWN FOR CLARITY.

.

EXTENDSTONE 1'-0BEYONDFACE OFCONC TYP

GEOTEXTILE FABRICMIRAFI 140N BY TENCATEOR EQUIVALENT

12" VDOT#57 STONE

7'-0" MAX

7'-0"

MA

X

TYP2"

TYP

LAP SPLICE

TY

P

LA

P S

PLIC

E

CUT REINFORCINGBARS THAT INTERSECTOPENING

1 #5x4'-0" DIAGONALEACH FACEEACH CORNER

PENETRATION/OPENING

PROVIDE ADDITIONALREINFORCING BARSOF SAME DIAMETER ANDQUANTITY AS CUT BARS.PLACE HALF OFADDITIONAL BARS ONEACH SIDE OF OPENING

1. SEE DRAWINGS FOR REQUIRED LOCATIONS AND SIZES OF DRAWINGS.2. PROVIDE A MINIMUM OF ONE (1) ADDITIONAL REINFORCING BAR EACH SIDE OF OPENING, EACH FACE.3. SPACE ADDITIONAL BARS AT 3" ON CENTER.4. AT CIRCULAR OPENINGS, ADD (2) #5 HOOP BARS, (1) EACH FACE WITH DIAMETER 6" GREATER THAN OPENING. CORNER BARS MAY BE OMITTED.

TYP

LAP SPLICE

TY

P

LA

P S

PLIC

E

1 #5 HOOP BAREACH FACE, PROVIDE3" CLEAR OF OPENING

T/SLAB

NOTE:REFER TO MECHANICAL DRAWINGS FOR LOCATIONS OF ALLGRATING AND FLOOR PLATES. CONTRACTOR TO COORDINATEPLATE THICKNESS AND BEARING LENGTH WITH SPECIFICATIONS.

1/4" STAINLESS STEELANGLE, TRIM TO FIT

1/2" HEADED STUD@ 1'-6" OC

INSIDE FACEOF OPENING

NOTESEE

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SE

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EA

SU

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FU

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Consulting Engineers2112 W. Laburnum Avenue,

Suite 202

Richmond, VA 23227

DANIELS & ASSOCIATES, P.C.

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32

GENERALSTRUCTURAL

CITY OF RICHMOND, VIRGINIADEPARTMENT OF PUBLIC UTILITIES

CSO CONTROL PROGRAM SPECIALORDER 15 WWTP SCREENINGSAND GRIT REMOVAL FACILITIES

0217E.K6

9020 STONY POINT PKWY, SUITE 475RICHMOND, VIRGINIA 23235

NOT TO SCALE

EXPANSION JOINT DETAILNOT TO SCALE

WALL VERTICAL CONSTRUCTIONJOINT PLAN DETAIL

NOT TO SCALE

WALL CORNER JOINT PLAN DETAILS

NOT TO SCALE

SLAB CONSTRUCTION JOINT DETAIL

NOT TO SCALE

WALL REINFORCEMENT AND JOINT DETAIL

NOT TO SCALE

CONCRETE REINFORCEMENT DETAIL AT WALL/SLAB OPENING

NOT TO SCALE

EMBED ANGLE DETAIL

NO. DATE APPD DESCRIPTION

11 9/2018 JD ADDENDUM NO. 5

1

HATCH

10

' -

0"

ALUMINUM COVER

5' -

7 1

/4"

5' -

4 3

/4"

SLUICE GATETYP

TYP1' - 6" SEE DRAWING AM2

FOR DAV IT SUPPORT

6' - 0" 6' - 0"

*

EXISTING 96" PIPE

CONTRACTOR TO GROUTAFTER GATE FRAMEINSTALLATION SEEDRAWING AG19

EXISTING 96" PIPE

1

AS3AS3

24' - 0"

17

' -

0"

2' -

0"

HO

RIZ

CL

R

1' -

3"

HO

RIZ

CL

R

1' -

3"

6' -

3"

6' -

3"

1' - 6" 1' - 6"

96" INFLUENT PIPE

*

*

*

MICROPILE TYP OF 10

WALL THIMBLESEE DRAWING AG 19

SEE DRAWING DS2FOR MICROPILE DETAILSEE SECTION 1/AS3FOR B/CONC EL.

3

AS3AS3

2

12' - 0"

1' - 6" 1' - 6"

90°

1' -

6"

** **

****1

' -

6"

1' - 0" TYP

1' -

0"

TY

P

EQEQEQ

**

4' -

0"

HYDROPHILIC WATERSTOP ALL AROUND PIPE

PIPE & COLLAR

REINFORCE COLLAROPENING PER DETAIL AS1

REINFORCE W/ #5 @ 12" OC MAX2 LAYERS EW ALL AROUND

REINFORCED 14' - 0" W X 14' - 0" HCONCRETE COLLAR TO BE PLACEDAFTER CHAMBER WALL ISCOMPLETED FROM TOP OF FTGAROUND 96" RCP PIPE

ROUGHEN TO 1/4" AMPLITUDEAND APPLY BONDING AGENTPRIOR TO PLACING COLLAR

T/ GRADE EL 25.00 VIF

EL 12.83' VIF

96" INFLUENT PIPE

EXISTING 96" PIPE

EXISTING 96" PIPE

CONTRACTOR TO GROUT AFTERGATE FRAME INSTALLATIONSEE DRAWING AG192" CONC

WORKMAT

#6 @ 12" TOP& BOTTOM LONG

#6 @ 6"TOP & BOTTOMSHORT

#6 @ 6" VERTEACH FACE TYP

#6 @ 12" HORIZEACH FACE TYP

FLEXIBLE PIPE CONNECTOR A-LOKPREMIUM, BY A-LOK PRODUCTS INCOR APPROVED EQUAL TO BEINSTALLED IN ACCORDANCE W/MANUFACTURER'S INSTRUCTIONS

1' - 0" TYP

#6 @ 12" TOP &BOTTOM LONG

#6 @ 6" TOP &BOTTOM SHORT

2' -

0"

PROVIDEADDITIONALHORIZONTALBARS. OMITBELOW PIPE.

T/ SLAB EL 34.00'

21

' -

5"

2' -

0"

11' - 6"

4" TYP

5' - 0"

4" TYP

11' - 6"

2' - 0" 2' - 0"

#6 @ 12"EW EF4' - 0"

4' -

6"

4' - 0"

4' -

6"

1' -

0"

MIN

8 1

/2"

VIF

MICROPILE TYPICAL

#5@12" U-BAR TYP

STD HOOK TYP

REINFORCE AROUNDOPG PER DETAIL ONDWG AS1 TYP

#6 @ 12"EW EF

14' - 0" COLLAR BEYOND

14

' - 0

" C

OL

LA

R B

EY

ON

D

#6 @12"EW EF

T/GRADE

STD HOOK

VIF

14

' -

11

"

4' - 0" 2' - 0"

BA

R M

EA

SU

RE

1"

ON

FU

LL

SIZ

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34

GENERALSTRUCTURAL



0217E.K6


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

TOP PLANSCALE: 1/4" = 1'-0"

BOTTOM PLAN

SCALE: 1/4" = 1'-0"AS3

1 SECTION

1/4"=1'-0"

4 0 4 8 FT

PLAN NOTES1. REFER TO STRUCTURAL DRAWING AS1 FOR STRUCTURAL NOTES AND TYPICAL DETAILS.2. COORDINATE EMBED REQUIREMENTS, LOCATIONS AND DETAILS FOR HANDRAILS, LADDERS, GATES AND HATCH WITH DRAWING AG19 AND AM2.3. COORDINATE WALL THIMBLES WITH DRAWING AG19.

SCALE: 1/4" = 1'-0"AS3

3 SECTION2

NOTE: REFER TO SECTION 1/AS3 FOR BALANCE OF INFORMATION



1

1

schamberlin

Engineer

schamberlin

Engineer

schamberlin

Engineer

schamberlin

Engineer

schamberlin

Engineer

2

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Engineer

2

schamberlin

Engineer

2

schamberlin

Engineer

2

1

1

1

4 6

A

B

C

D

E

F

G

5

9' - 4" 6' - 9"4' - 10"

8' - 8"

7' - 11" 7' - 11"

6' - 6" 8' - 9"

10

' - 3

"3

"6

"

7' -

6"

5' -

0"

4' -

0"

7' - 4"

7' - 6"7' - 5"10' - 10"

1' - 6" 6"

6"2' - 2"

3"4' - 10"

6"

6' -

3"

6' -

3"

6"

3"

10' - 5" 8' - 11" 9' - 4" 4' - 4"5"

7' -

6"

16' - 11"

2' - 2"

7' - 8"

4' - 4" 4' - 9"

6' - 9"

6" 6' - 0"

6"

EXTEND 12" VDOT #57 STONEAND FILTER FABRIC 1'-0"BEYOND FACE OF CONCRETETYP PER WALL REINFORCEMENTAND JOINT DETAIL ON DWG AS1

TEST MICROPILE

2' -

2"

6"

7' -

0"

7' -

6"

7' -

6"

7' -

0"

6"

12

' - 0

"

10' - 9" 8' - 0"

2' -

8"

8' -

5"

6' -

1"

4' -

11

"9

' - 7

"

1' -

5"

11

' - 1

"

7' -

6"

7' -

6"

4' -

4"

4' -

4"

8' -

1"

8' -

1"

3"

7' - 4" 9' - 6" 9' - 9" 9' - 9" 9' - 9" 9' - 9"

7' - 4"

7' -

4"

8' -

8"

8' -

8"

8' - 1" 7' - 6" 9' - 9" 9' - 9" 7' - 6" 5' - 11"

5' -

0"6

"

7' -

0"

7' -

6"

7' -

6"

7' -

0"

6" 5' -

0"

8' - 1" 7' - 6" 9' - 9" 9' - 9" 7' - 6" 5' - 11"

8' -

8"

8' -

5"

8' -

5"

7' - 4" 9' - 6" 9' - 9" 9' - 9" 9' - 9" 9' - 9"

1' -

3"6

"

7' -

7"

6' -

11

"7

' - 6

"7

' - 0

"

6"

10

' - 3

"

7' - 5"

1 2 3 4 6

A

B

C

D

E

F

G

5

6"

2' - 8"6' - 0" 8' - 3" 6' - 3"

11"

3" 8' - 5" 10' - 9"8' - 4" 10' - 9"

12' - 1" 11' - 7" 10' - 8" 5' - 3" 11' - 7" 6' - 11" 8' - 0"9"

4' - 8"6' - 4"

2' - 6"22' - 1" 2' - 6" 12' - 0" 2' - 6" 2' - 6" 1' - 6"

1' - 0"

1' - 0"

1' - 6"

FACE OF FDN1' - 0" TO

FA

CE

OF

FD

N

1' -

0"

TO

10' - 9"8' - 0"

6"

2' - 8"

5' - 6" 8' - 0" 7' - 0"

11"

8' - 5" 8' - 4" 10' - 9" 10' - 9"

3"

14' - 2"

1' - 6"

1"

6' - 9" 3' - 9" 6' - 9"1' - 0"

6"4' - 3"

2' - 6"2' - 6" 1' - 0"

1' - 0"

2' -

6"

2' -

6"

3"

1' -

9"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

1' -

0"

3"

1' -

9"

4' -

2"

6"

6' -

3"

6' -

3"

3"

4' -

2"

6"

10

' - 3

"3

"

6' -

6"

3' -

9"

7' -

0"

3' -

9"

3' -

9"

3' -

9"

7' -

0"

3' -

9"

3' -

9"

7' -

0"

7' -

3"

4' -

9"

5' -

0"

10

' - 6

"2

' - 6

"8

' - 0

"6

' - 6

"4

' - 0

"1

0' -

6"

7' - 11"7' - 11"6" 7

' - 1

0"

2' -

0"

9' -

7"

9' -

7"

9' -

7"

11

' - 7

"4

' - 8

"

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

24' - 7" 17' - 0" 21' - 6" 15' - 8" 23' - 1"

EXTEND 12" VDOT #57 STONEAND FILTER FABRIC 1'-0"BEYOND FACE OF CONCRETETYP PER WALL REINFORCEMENTAND JOINT DETAIL ON DWG AS1

TEST MICROPILE

TEST MICROPILE

7' -

6"

7' -

6"

7' -

6"

7' -

6"

9' - 6"

2' -

6"

2' -

6"

2' - 6" 2' - 6"

2' -

0"

2' -

0"

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JND PILE PLAN JANUARY 2018

83

SCREENINGS AND GRIT REMOVAL FACILITYSTRUCTURAL



0217E.K6


SCALE: 1/8" = 1'-0"

PILE PLAN - LOWER LEVEL

SCALE: 1/8" = 1'-0"

PILE PLAN - CHANNEL UPPER LEVEL - FIRST FLOOR LEVEL - TRUCK BAY

B/ CONC EL -1.00'

B/ CONC EL 12.00'

LEGEND

B/ CONC EL 10.00'

B/ CONC EL -6.50'

B/ CONC EL -1.50'

B/ CONC EL 11.50'

B/ CONC EL 12.50'

B/ CONC EL 27.53'

B/ CONC EL 25.50'

B/ CONC EL 16.00'

B/ CONC EL 26.50'

B/ CONC EL 35.40'

8 0 8 16 FT

1/8"=1'-0"

PLAN NOTES1. REFER TO STRUCTURAL DRAWING AS1 FOR STRUCTURAL NOTES.2. REFER TO DRAWING DS2 FOR MICROPILE DETAIL AND PILE CAP PLAN.3. MICROPILE LOAD TESTS REQUIRE NON-PRODUCTION ANCHOR PILES IN ADDITION TO TEST PILE. REFER TO SPECIFICATIONS.4. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.5. REFER TO DRAWINGS AS3, DS13 AND ES2 FOR ADDITIONAL MICROPILE LOCATIONS.

TESTMICROPILE


BWP2

BWP1

BWP1

BWP2

PILE CAP(TYP)

1 9/2018 JD ADDENDUM NO. 5 1

1

1

11

1

1

6

A

B

C

D

E

F

G

5

13

' - 6

"

27

' - 0

"2

6' -

2"

1' -

11

"

11

' - 3

"

6' - 4"6

' - 6

"4

' - 0

"3

' - 0

"

6' - 7"

3' - 4"

6' -

6"

50' - 0"

41' - 0" 50' - 0"

18 x 18

18 x 18

18 x 18

23' - 1"11' - 4"

11' - 4"

SUMP PIT3'-0" x 3'-0"x 5'-0" DEEP

12" x 12" DEEPTRENCH DRAINCOORD EXTENTSAND ELEVATIONSW/ DWG DP1

SUMP PIT3'-0" x 3'-0"x 5'-0" DEEP

12" x 12" DEEPTRENCH DRAINCOORD EXTENTSAND ELEVATIONSW/ DWG DP1

3"

3"

2' - 3"

3' - 4"

1' -

0"

3' -

4"

1' -

6"

3' -

4"

1' -

6"

3' -

4"

3' - 4"2' - 3"

1' -

0"

3' -

4"

12" CONC SLABW/ #5 @ 12" EWTOP & BOT

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

2

DS14DS3




18" CONCRETE WALLTYP UON

C VORTEXLC VORTEXL

1

DS14DS3

27' - 0" 10' - 5"

1

DS15DS3

19' - 2"

C V

OR

TE

XL

C V

OR

TE

XL

20

' - 3

"2

0' -

3"

TYP

9' - 0

" D

IA

SW-B

SW-C

3

DS17DS3

5

DS17DS3

1' -

6"

1' - 6"

1' -

0"

1' - 0"

1' -

0"

1' -

0"

1' -

0"

1' - 6"

1' - 0"

1' -

6"

1' -

0"

1' -

0"

1' -

0"

1' -

6"

1' -

6"

1' - 6"

1' - 0"

1' - 0"

1' -

0"

1' - 0"

6' - 7"

TY

P1

' - 6

"

TYP AROUNDSLAB PERIMETER

1' - 0"

1' -

0"

1' - 0"

1' -

0"

6"

8' - 1"

1' -

0"

1' -

0"

.

1/8" / 1'-0"

.

1/8

" / 1

'-0

"

.

1/8" / 1'-0"

.

1/8

" / 1

'-0

"

GPGP

GP GP

6"

1' -

9"

3' -

6"

6"

2' -

3"

3' -

6"

6"1' -

6"

4' - 0"

+0

'-2

" C

ON

C T

OP

PIN

G+

0'-2

" C

ON

C T

OP

PIN

G

4' - 0"

CO

NC

TO

PP

ING

CO

NC

TO

PP

ING

+0'-2" CONC TOPPING C A-GL

SLAB STEPBELOW

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PLAN NOTES1. REFER TO STRUCTURAL DRAWINGS AS1 AND DS23 FOR STRUCTURAL NOTES, TYPICAL DETAILS AND WALL REINFORCEMENT.2. REFER TO ARCHITECTURAL, MECHANICAL, HVAC, PLUMBING AND ELECTRICAL DRAWINGS FOR SLAB AND WALL OPENINGS. REINFORCE ALL OPENINGS PER TYPICAL DETAIL ON DRAWING AS1, UON.3. WCJ DENOTES WALL VERTICAL CONSTRUCTION JOINT. LOCATE AT MID LENGTH OF WALL, UON. REFER TO DRAWING AS1 FOR DETAIL.4. SCJ DENOTES SLAB CONSTRUCTION JOINT. REFER TO DRAWING AS1 FOR DETAIL.5. COORDINATE EMBED REQUIREMENTS WITH ALL DRAWINGS.

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JND LOWER LEVEL FLOOR PLAN JANUARY 2018

85




0217E.K6


SCALE: 1/8" = 1'-0"

LOWER LEVEL FLOOR PLAN - ELEVATION 0.00'

8 0 8 16 FT

1/8"=1'-0"

6. INDICATES CONCRETE SHEAR WALLS NOTED ON PLAN AS "SW-x". REFER TO DRAWING DS21 AND DS22 FOR SHEAR WALL ELEVATIONS AND TYPICAL DETAILS.7. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.



BWP1

BWP21

1

1

1

1

1

1

6

A

B

C

DD

E

F

G

5

18" CONC SLABT/ SLAB EL 13.00'

4' - 6" 9' - 6"

8' -

8"

22' - 5"

22' - 5" 4' - 6" 9' - 6"

9' -

6"

65' - 7"

10' - 0"

18

' - 2

"

23' - 1"

18 x 18

18 x 18

18 x 18

1' -

6"

1' -

6"

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

18" CONCSLAB

2

DS14DS3

6' -

0"

VORTEXCOMPLEXSYMMETRICALABOUTGRID LINE

24" CONC SLAB 24" CONC SLAB

TYP

24' - 0" DIA

TYP6' -

0" D

IA

1

DS14DS3

1

DS15DS3

38' - 1 1/8"

36' - 4 11/16"

34' - 9 3/8"

34' - 4 9/16"

8' -

8"

C V

OR

TE

XL

4' -

4"

SW-B

SW-C

4

DS17DS4

1' - 0"1' - 0"

1' -

0"

1' - 0" 1' - 0"

1' - 0"

1' -

0"

1' -

0"

1' - 0" 1' - 0"

1' - 0"

1' -

0"

1' -

0"

1' -

0"

6' - 3"

6' - 3"

1' -

0"4

DS4DS17

.

.

1'-6".

.

1'-6"

.

.

1'-6".

.

1'-6"

3

DS16DS4

2

DS16DS4

18

' - 2

"

12" CONC SLABW/ #6 @ 12" EWTOP & BOTT/ SLAB EL 13.00'

REFER TO AG DWGSFOR CONTINUATIONOF EFFLUENT CHANNEL

18" CONCSLAB



TYP 24" CONC SLABW/ #9 @ 6" SHORT TOP#7 @ 12" LONG TOP#7 @ 12" EW BOTSEE SECTIONS FORADDITIONAL BARS


18" CONC SLAB

18" CONC SLABW/ #7 @ 12" EWTOP & BOTTYP UON


SLAB STEPBELOW

14

' - 4

"

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JND CHANNEL LEVEL PLAN - LOWER LEVEL JANUARY 2018

86




0217E.K6


SCALE: 1/8" = 1'-0"

CHANNEL LEVEL PLAN - LOWER LEVEL - ELEVATION 11.50'

8 0 8 16 FT

1/8"=1'-0"



BWP1

BWP2

VOID

VOID


1

1

1

1

1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

5

24' - 7" 17' - 0" 21' - 6" 15' - 8" 23' - 1"

1' -

6"

1' -

6"

1

DS16DS5

TY

P

6' -

6"

TY

P

6' -

0"

12

' - 6

"

10' - 0"

80' - 9" TYP

6' - 0"

6' - 0"

9' - 9"

8' - 0"


18" CONCRETE WALL

18" CONCRETE WALL

24"

18 x 18

18 x 18

18 x 18

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"


8' - 0"

2

DS14DS3

4

DS16DS5

1

DS14DS3

1

DS15DS3

35' - 6 9/16"

35' - 11 3/8"

39' - 3 1/16"

37' - 6 11/16"

41' - 4 1/2"

38' - 7 5/16"

6' -

0"

VORTEX COMPLEXSYMMETRICALABOUT GRID LINE

26' - 5 9/16"

8' - 5"

20

' - 3

11

/16

"9' -

10

5/8

"

29' - 6 3/8"

8' - 9 5/8"

14

' - 2

3/8

"

SW-B

SW-C

7' -

6"

51

' - 6

"

1' - 0"

1' - 0"

1' -

0"

1' -

0"

1' -

0"

1' - 0"

BELOW

3

DS16DS4

2

DS16DS4

EDGE OF 12" CONC SLABW/ #6 @ 12" EW T&BT/ CONC EL +0'-6"

EDGE OF 12"CONC SLABW/ #6 @ 12" EW T&BT/ CONC EL +0'-6"

EDGE OF SLABT/ CONC EL +0'-6"

.

SLOPE DOWNTO CHANNEL -LOWER LEVEL TYP

DS14

5

EDGE OF SLABT/ CONC EL +0'-6"

TOP OF LOWERLEVEL CHANNEL

TOP OFLOWERLEVELCHANNEL

EDGE OF12" CONC SLABW/ #6 @ 12" EW T&BT/ CONC EL +0'-6"

ABOVE18" DIA

DIA

DS14

4


3"

3"

3"

3"

COORDINATE ALL STOPLOG AND SLIDE GATE EMBEDSW/ MECHANICAL DWGS

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JND CHANNEL LEVEL PLAN - UPPER LEVEL JANUARY 2018

87




0217E.K6


SCALE: 1/8" = 1'-0"

CHANNEL LEVEL PLAN - UPPER LEVEL - ELEVATION 17.00'

8 0 8 16 FT

1/8"=1'-0"



BWP1

BWP2


1

1

1

1

1

1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

5

24' - 7" 17' - 0" 21' - 6" 15' - 8" 23' - 1"

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

3"

3"

2' -

0"

2' -

0"

1

DS16DS5

12" CONC SLABW/ #5 @ 12" T&B EWT/ SLAB -2.50'

50

' - 8

"

23' - 1"

22' - 6"7"

7' -

4"7' - 3"

TY

P

5' -

2"

23' - 4"

13

' - 6

"1

1' -

3"

23' - 4"

1' - 8 1/4"21' - 6"

1' - 8 1/4"21' - 5 3/4"


18 x 18

18 x 18

18 x 18

24"

3'-0" x 1'-0" DEEPW/ (4) #5 BOTFOOTING TYP


16" CONC SLABREINFORCE W/#6 @ 12" OC T&B EWSEE SECTION FORADDITIONAL BARS

6' - 3"

19

' - 6

"

2

DS14DS3

4

DS16DS5

7

DS17DS6

1

DS14DS3

1

DS15DS3

SW-A SW-B

SW-CSW-D

1' - 0" 1' - 0"

1' -

0"

1' -

0"

1' - 0" 1' - 0"

1' -

0"

1' -

0"

1' - 0" 1' - 0"

1' - 0" 1' - 0"

1' -

6"

6' -

0"

1' -

6"

6' -

0"

1' -

6"

6' -

0"

1' -

6"

6' -

0"

1' -

6"

1' -

0"

1' - 0" 1' - 0"

1' -

0"

1' - 0" 1' - 0"

1' -

0"

1' - 0" 3

DS16DS4

2

DS16DS4

9' - 11" 1' - 0"

8

DS17DS6

5' -

2"

5' -

2"

DIA

12" CONC SLABW/ #6 @ 12" T&B EWT/ SLAB EL 22.00'


1' - 0"

1' -

0"

1' -

0" 1' - 0"

1' - 0"

10' - 0"

1' - 6"

B5

B5

B5

B5

19

' - 6

"

4' - 1 3/4"

1' -

9"

2' -

5"

2' -

5"

2' -

5"

12" CONC SLABW/ #6 @ 12" T&B EW

B2

0B

20

B2

0B

20

B1

5B

15

B1

5B

15

5' -

4" 3' - 1 1/2"

2'-0"x2'-0"HATCH OPG*

* *

18 x 24

18 x 24

18 x 24

3'-0"x1'-6" DEEPW/ (4) #5 T&B FOOTING



5' - 11"

COORDINATE ALL STOP LOGAND SLIDE GATE EMBEDSW/ MECHANICAL DWGS

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JND FIRST FLOOR PLAN - LOWER LEVEL JANUARY 2018

88




0217E.K6


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - LOWER LEVEL - ELEVATION 27.67'

8 0 8 16 FT

1/8"=1'-0"



BWP1

BWP2


1 1

1

1

1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

5

24' - 7" 17' - 0" 21' - 6" 15' - 8" 23' - 1"

1' -

6"

1' -

6"

9"

9"1

DS16DS5

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

24 x 24

24 x 24

24 x 24

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 24

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 24

18 x 24

12" CONCSLABW/ #5 @ 12"T&B EW



1' - 0"

TYP1' - 6 1/2"

0'-7" TYP

TY

P

6' -

4"

7' -

7"

TY

P

8' -

2"

3' - 9 1/4" TYP

0'-7" TYP @ STOP LOG

3' - 4 3/4" TYP

1' - 0" TYP @ GATES

TY

P

6' -

4"

1' -

3"

1' -

2"

1' -

3"

6' -

6"

4' - 0"

3' -

0"

4' -

0"

6' -

6"

5' - 11"

1' - 10"

12' - 10"

TYP1' - 0"4

' - 0

"2

' - 6

"

4' - 0" 21' - 0"

1' - 10"

6' - 1 3/4"

2' -

6"

6"

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"


2

DS14DS3

4

DS16DS5

7

DS17DS6

1

DS14DS3

1

DS15DS3

B1

8

12" CONC SLABW/ #5 @ 12"T&B EWT/ SLAB -0'-6"'

B1

6

SW-A SW-B

SW-CSW-D

6

DS17DS7

3

DS16DS4

2

DS16DS4

8

DS17DS6

BELOW

18" DIAABOVE

13' - 11"

59

' - 7

"

1"

4' -

6"

12

' - 6

"

* *

1' -

0"

2' -

2"

1' - 3"

6' - 9"12' - 0"5' - 6"12' - 0"

1' - 3"

1' -

0"

2' -

2"

2' - 3"

2' -

2"

1' -

0"

1' - 6"

2' -

2"

2' -

2"

1' - 3"1' - 3"

2' -

2"

2' -

2"

2' -

2"

1' - 6" 1' -

0"

1' -

0"

1' - 3" 1' - 3"

1' -

0"

* * * *

*

* * * *

*

1' - 6" 1' - 3"

4' -

0"

EDGE OF SLAB &EXPANSION JOINT

*

@ STOPLOG

*TYP @GATES

8"

8"

8"

1"

8"

2' -

0"

3

DS14DS7

3

DS7 DS14

B1

6B

16

B1

6B

16

B1

6B

16

12" CONC SLABW/ #5 @ 12"T&B EWT/ SLAB -0'-6"'

.

.

.

.

.

3/8” / 1’-0”

.

3/8” / 1’-0”

.

3/8” / 1’-0”

.

3/8” / 1’-0”

3/8” / 1’-0”

.

3/8” / 1’-0”

.

3/8” / 1’-0”

.

3/8” / 1’-0”

.

T/ CONC TOPPING+0’-0 1/2” TYP

8' - 9"

18 x 24

18 x 24

18 x 24

COORDINATE ALL STOP LOGAND SLIDE GATE EMBEDSW/ MECHANICAL DWGS

BA

R M

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RDW

JND FIRST FLOOR PLAN - TRUCK BAY JANUARY 2018

89




0217E.K6


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - TRUCK BAY - ELEVATION 30.53'

8 0 8 16 FT

1/8"=1'-0"

6. INDICATES CONCRETE SHEAR WALLS NOTED ON PLAN AS "SW-x". REFER TO DRAWING DS21 AND DS22 FOR SHEAR WALL ELEVATIONS AND TYPICAL DETAILS.7. CONCRETE BEAM SIZES NOTED ON PLAN AS "Bx". REFER TO DRAWING DS20 FOR BEAM SCHEDULE.8. CONCRETE COLUMN SIZES NOTED ON PLAN. REFER TO DRAWING DS20 FOR COLUMN SCHEDULE.9. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.


BWP1

BWP2


1

1

1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

5

24' - 7" 17' - 0" 21' - 6" 15' - 8" 23' - 1"

3"

3"

9"

9"

1

DS16DS5

SEE DWG DS13FOR ODOR CONTROL

12" CONC SLAB

12" CONC SLAB


TYP

16' - 0"

1' - 6" TYP

7' -

9"

TY

P

6' -

0"

TY

P

8' -

6"

FLOOR DRAIN TYPCOORDINATE W/PLUMBING DWGS

TYP3' - 0"

1' -

0"

TY

P

6' -

0"

5' - 9"

5' - 9"

4' -

4"

2' -

6"

12

' - 0

"

1' - 0"

3' - 4"

4' - 11"

3' -

0"

15

' - 4

"

1' -

4"

4' - 6"8' - 6"

2' - 0"

1' - 0"

4' -

9"

6' -

0"

2' -

0"

T/ WALLEL 36.40'

T/ WALLEL 36.40'

4' -

9"

1' - 0"

4' - 6"

2' - 0"

8' - 6"

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

18 x 2424 x 24

18 x 24

18 x 24

24 x 24

24 x 24

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 24

18 x 18

18 x 18

18 x 18

18 x 18

18 x 24

18 x 24

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"


1' -

4"

5' - 0"

2

DS14DS3

4

DS16DS5

7

DS17DS6

1

DS14DS3

1

DS15DS3

1

DS18DS8

1

DS17DS8

2

DS17DS8

B4

3' -

11

"T

YP

6' -

0"

9' - 4"

19' - 4"

18

' - 2

"

36

' - 4

"


TY

P

8' -

6"

5' - 0"

4' -

4"

1' - 0" TYP

12" CONC SLABW/ #5 @ 12"T&B EW



1' - 0"

1' - 3 1/4" TYP

TY

P1

' - 6

"

SW-ASW-B

SW-CSW-D

1' - 10"

2' - 0"

12" CONCRETE WALLTYP

1' - 10"

2' - 0"

3

DS18DS8

3

DS16DS4

2

DS16DS4

8

DS17DS6

0'-7" TYP*

0'-7" TYP*@ STOP LOG

*TYP @GATES

@ STOPLOG

@ GATES*

4' -

0"

4' -

0"

18" DIA

12 x 18

B5

12

' - 6

"

9' - 0"


HWB5,000 LBS

HWB5,000 LBS

*

* *

1' -

8"

6' -

0"*

*

*

1' -

11

"

BA

R M

EA

SU

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1"

ON

FU

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Suite 202

Richmond, VA 23227


234CHECKED

DRAWN


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DS8JLW

RDW

JND FIRST FLOOR PLAN - UPPER LEVEL JANUARY 2018

90




0217E.K6


SCALE: 1/8" = 1'-0"

FIRST FLOOR PLAN - UPPER LEVEL - ELEVATION 36.40'

8 0 8 16 FT

1/8"=1'-0"

6. INDICATES CONCRETE SHEAR WALLS NOTED ON PLAN AS "SW-x". REFER TO DRAWING DS21 AND DS22 FOR SHEAR WALL ELEVATIONS AND TYPICAL DETAILS.7. CONCRETE BEAM SIZES NOTED ON PLAN AS "Bx". REFER TO DRAWING DS20 FOR BEAM SCHEDULE.8. CONCRETE COLUMN SIZES NOTED ON PLAN. REFER TO DRAWING DS20 FOR COLUMN SCHEDULE.9. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.


BWP1

BWP2


1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

B2

BB

2B

2B

B2

BB

2B

2B

B2

B2

BB

2B

B2

B2B

B4

B1

B1

B1

B4

B4A

B1A

B1A

B1A

24' - 7" 17' - 0" 21' - 6" 15' - 8"

B2 B2B

B2

BB

2B

2B

B2

BB

2

B2

B

B2

B2

BB

2B

B2

B2

B2

BB

2B

B2

B1

B1

B1

B4A

B2B

B2C B2B

B14

B3

B4A

B1A

B1A

B1A

B4A

B1

3B

13

B1

3B

13

B14

B3

B3

12" CONCRETEWALL, TYP

12" CONCRETEWALL, TYP UON

24 x 24

24 x 24

24 x 24

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 18

18 x 24

18 x 24

18 x 24

18 x 18

18 x 18

5

23' - 1"

8' -

0"

3"

18

' - 6

"

1' - 11"

3"

3"

9"




16" CONC SLAB W/#5 @ 12" SHORT TOP#7 @ 12" SHORT BOT#4 @ 12" LONG T&B

7' -

0"

TY

P

7' -

0"

TY

P

7' -

6"

TYP

8' - 3"

TYP

6' - 9"

7' -

9"

4' -

0"

6' -

0" 6' - 0"

6' -

0"

1"

1' -

4"

3' -

4"

5' - 10"

4' -

10

"

FLOOR DRAIN TYPCOORDINATE W/PLUMBING DWGS

1' -

0"

1' - 3"

2' - 0"

2' -

0"

7' - 9" 9' -

9"

6' -

0"

18' - 0"

1' -

0"

1' - 0"

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

26' - 3 1/2"

1' - 9"

2' - 9"

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

18 x 24

18 x 24

18 x 24

12" CONCRETEWALL TYP

18 x 18

4"


7

DS17DS6

7' -

0"

1

DS18DS8

2

DS18DS9


19' - 1"

8"

9' - 3" 5' - 8"

1

DS17DS8

2

DS17DS8

9"

TYP

4' - 5"

TY

P

5' -

11

"

TY

P

8' -

7"

4"

4

DS18DS9

11"

1' -

0"

SW-A SW-B

SW-CSW-D

UP

3

DS18DS8

8"

1' - 0"1' - 0"

1' - 0"1

' - 0

"

1' -

0"

4' - 2"

10' - 2"

EDGE OF SLAB

8

DS17DS6

18 x 18

LD TYP

5

DS18DS9

5

DS9 DS18

12' - 0"

12' - 0"2

' - 6

"

2' - 9"2' - 9"

2' - 9"2' - 9" 12' - 0"12' - 0"

CONCRETECURB

CONCRETE CURB

CONCRETECURB

*

*

* *

3' -

6"

3' - 6"

*

*

6' - 8"

4' - 6"

* *

AND 12'-2" X 3'-2" HIGH

14'-2" X 3'-1" HIGH

LOUVER OPGSBELOW

#5 @ 12" TOPALT W/ SLABREINFORCING4'-0"

**

TRANSFORMER6,500 LBS

TRANSFORMER6,500 LBS

* *

BA

R M

EA

SU

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1"

ON

FU

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Richmond, VA 23227


234CHECKED

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RDW

JND SECOND FLOOR PLAN JANUARY 2018

91




0217E.K6


SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN - ELEVATION 52.40'

8 0 8 16 FT

1/8"=1'-0"

6. SLAB REINFORCING IN EAST-WEST DIRECTION SHALL BE PLACED IN OUTER MOST LAYER TOP AND BOTTOM.7. ADDITIONAL SLAB REINFORCEMENT NOTED ON PLAN SHALL ALTERNATE WITH CONTINUOUS MAT REINFORCEMENT.8. CONCRETE BEAM SIZES NOTED ON PLAN AS "Bx". REFER TO DRAWING DS20 FOR BEAM SCHEDULE.9. CONCRETE COLUMN SIZES NOTED ON PLAN. REFER TO DRAWING DS20 FOR COLUMN SCHEDULE.10. INDICATES CONCRETE SHEAR WALLS NOTED ON PLAN AS "SW-x". REFER TO DRAWING DS21 AND DS22 FOR SHEAR WALL ELEVATIONS AND TYPICAL DETAILS.11. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.


BWP1

BWP2


1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

B3

B3

B3

B3

B3

B6

B7

B7

AB

7A

B3

24' - 7" 17' - 0" 21' - 6" 15' - 8"

BUILDING LINE





36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

24 x 24

24 x 24

24 x 2418 x 18

18 x 18

523' - 1"

B6

B6

B6

B6

3"

3"

9"

9"

T/ BEAM(+1'-0")


12" CONC SLABW/ #5 @ 12" T&B EWT/ SLAB +0.45'

2' -

6"

7' -

0"

TY

P

7' -

0"

TY

P

7' -

6"

7' - 9"

TY

P

5' -

8"

2' -

1"

3' - 4"

7' -

11

"

TY

P

4' -

5"


18 x 18

11

' - 0

"1

8' -

0"

14

' - 6

"1

4' -

6"

18

' - 0

"1

3' -

3"

12" CONC SLAB W/#5 @ 12" T&B EW

2' - 6" TYP

18 x 24

18 x 24

18 x 24


18 x 24

18 x 24

18 x 24

18 x 18 B17

B17

18 x 18

B7

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

(7) #5 TOPADDL

7' -

0"

1' - 0"

5' - 6"

1

DS18DS8

2

DS18DS8

B1

7 U

PT

UR

NE

D

4

DS18DS8

SW-A SW-B

SW-CSW-D

1' -

0"

18

' - 6

"3

"

3

DS18DS8

LD TYP

6

DS23DS10

HS

S1

0X

8X

1/4

HS

S1

0X

8X

1/4

HS

S1

0X

8X

1/4

LL

VL

LV

LL

V

5"

4' -

0"

6' -

0"

4' - 6"

* 6' - 0" *

BA

R M

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SU

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FU

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RDW

JND SECOND FLOOR PLAN - UPPER LEVEL JANUARY 2018

92




0217E.K6


SCALE: 1/8" = 1'-0"

SECOND FLOOR PLAN - UPPER LEVEL - ELEVATION 62.40'

8 0 8 16 FT

1/8"=1'-0"

6. SLAB REINFORCING IN NORTH-SOUTH DIRECTION SHALL BE PLACED IN OUTER MOST LAYER TOP AND BOTTOM.7. ADDITIONAL SLAB REINFORCEMENT NOTED ON PLAN SHALL ALTERNATE WITH CONTINUOUS MAT REINFORCEMENT.8. CONCRETE BEAM SIZES NOTED ON PLAN AS "Bx". REFER TO DRAWING DS20 FOR BEAM SCHEDULE.9. CONCRETE COLUMN SIZES NOTED ON PLAN. REFER TO DRAWING DS20 FOR COLUMN SCHEDULE.10. INDICATES CONCRETE SHEAR WALLS NOTED ON PLAN AS "SW-x". REFER TO DRAWING DS21 AND DS22 FOR SHEAR WALL ELEVATIONS AND TYPICAL DETAILS.11. FOR WORK POINTS BWP1 AND BWP2 REFER TO DRAWING AG15.


BWP1

BWP2


1

1

1

1 2 3 4 6

A

B

C

D

E

F

G

24' - 7" 17' - 0" 21' - 6" 15' - 8"

18

' - 0

"1

3' -

3"

18

' - 0

"1

4' -

6"

14

' - 6

"

B3

B3

B3

B3

B1

0A

B1

0A

B1

0B

10

B3

B1

9A

B1

9B

19

B1

9A

B3

B12

B12

B12A

B12A

B8

B8

B8

B12

B1

1B

11

B1

1B

11


B3

B3

B3

B3

B12

B12A

B12AB12A

B12A

24 x 24

24 x 24

24 x 24

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

36 x 36

18 x 18

18 x 18

5

23' - 1"

9"

9"

18 x 24

18 x 24

18 x 24

6"

6"

6"


12 x 24

12 x 24

12 x 24

B1

1B

11

11

' - 0

"

9"

9"

12 x 18

12 x 18

18 x 18

MECHANICAL SCREENHSS6x4x1/4 POST@ 4'-0" MAX TYP UONWELD ALL AROUNDTO CONT TOP TUBE

6' - 3"

36 x 36

2' - 0"

B20

B20

B20

B20

B20

3' - 3 1/2"

TYP

4' - 0"

3' -

1 1

/2"

4' -

0"

3' -

1 1

/2"

3' - 3 1/2"

3' -

10

1/2

"

TY

P

4' -

0"

3' -

10

1/2

"

3' - 10"

TYP

4' - 0"3' - 0"

9"

9"

9"9"

9"

9"

HSS6X6X1/4

HSS6X6X1/4

HSS6X6X1/4

18" CONCRETE CURBTYP UON

1

DS19DS11

4

DS19DS11

3

DS19DS11

3

DS11 DS19

3

DS11 DS19

5

DS19DS11

6

DS19DS11

7

DS19DS11

4

DS11 DS19

6

DS11 DS19

6

DS11 DS19

EAF EAF

HVU

HVU

HVU

HVU HVU

ACCU

1' - 0"

MECHANICAL SCREENHSS 6X4X1/4 LLH CONTTOP TUBE COORD ELW/ ARCH DWGSGALV ALL STEEL TYP

BA

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SU

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RDW

JND LOW ROOF PLAN JANUARY 2018

93




0217E.K6


SCALE: 1/8" = 1'-0"

LOW ROOF PLAN - ELEVATION 74.40'

8 0 8 16 FT

1/8"=1'-0"

6. SLAB REINFORCING IN EAST-WEST DIRECTION SHALL BE PLACED IN OUTER MOST LAYER TOP AND BOTTOM.7. CONCRETE BEAM SIZES NOTED ON PLAN AS "Bx". REFER TO DRAWING DS20 FOR BEAM SCHEDULE.8. CONCRETE COLUMN SIZES NOTED ON PLAN. REFER TO DRAWING DS20 FOR COLUMN SCHEDULE.



1

1

B

12" SLAB ON GRADEREINFORCED W/ #6 @ 12"TOP & BOT EW

12" REINFORCEDCONCRETE WALLON 3'-0" FOOTING

43

' - 1

0"

1

DS13DS13

2

DS13DS13

7' - 1 3/16" 11' - 1 13/16"

18' - 3"14' - 3"

1' -

9"

13

' - 5

3/1

6"

13

' - 5

3/1

6"

13

' - 5

11

/16

"1

' - 9

"

COL HSS18x18x1/2 GALVW. 1/2" CAP PLATETYP OF 10

COL HSS4x8x3/8 GALVW/ 6"x1'-2"x1/2" BASE PLATTACHED TO CONCSLAB W/ (2) 1/2" DIAHIT-Z RODS AND HILTIHIT-HY200 ADHESIVEEMBED 2 3/4"

36.40 36.40

36.40 36.40

.

EL 36.18INVERT EL 35.85

EL 36.18INVERT EL 35.88

.

.

.

10'-0" x 6" WIDETRENCH DRAIN

3

DS3 DS17 SIM

MICROPILE TYP OF 9 SEEDRAWING DS2 FOR MICROPILEDETAIL SEE SECTION 2/DS13FOR B/ CONC EL

B

HSS COL TYP

HS

S1

8X

18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

V

HSS18X18X1/2GALV

HSS18X18X1/2GALV

HS

S1

8X

18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

V

HSS18X18X1/2GALV

HSS18X18X1/2GALV

HS

S1

6X

8X

3/8

GA

LV

(-2'-8

")

HSS COL

HSS COL

1/4TYP

B

HSS COL TYP

HS

S1

8X

18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

V

HSS18X18X1/2GALV

HSS18X18X1/2GALV

HS

S1

8X

18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

VH

SS

18

X18

X1

/2G

AL

V

HSS18X18X1/2GALV

HSS18X18X1/2GALV

1/4TYP

1' -

0"

3"

CL

RTYP3" CLR

T/ GRADE

2"x4" KEY

(3) #5 BARS

T/ CONCEL 36.40

#6 @ 6" EW EF

#6 @ 12"EW T&B

3' - 0"

LA

P S

PL

ICE

LAP SPLICE

2' -

0"

B/FTG 1' -

0"

REINFORCE W/ (6) - #5 BARS EW

5' - 6"

TY

P3

" C

LR

TYP3" CLR

T/ PIER -2'-0" BELOW SLAB

T/ SLAB

1' - 0"

1' - 9" 1' - 3"

FACE OF WALL FACE OF PIER

C COLUMN, FTG & MICROPILEL

FILL W/ NON-SHRINK GROUT

6"8"

3/4" BASE PLATE

3/4" NON-SHRINKGROUT

3

DS13DS13

T/ GRADE

B/FTG

2' -

0"

MICROPILE CENTER UNDER STEELCOLUMN AND FOOTING TYPICAL

C COLUMN & BASE PLATEL

TYP

3"

TY

P

2"

2' - 0"

2' -

6"

C C

OLU

MN

& B

AS

E P

LA

TE

L

24"x2'-6"x3/4"BASE PLATE

3"1' - 9"4"8"

3' -

0"

3"

BA

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JND ODOR CONTROL PLANS AND SECTIONS JANUARY 2018

95




0217E.K6


SCALE: 1/8" = 1'-0"

ODOR CONTROL FOUNDATION PLANSCALE: 1/8" = 1'-0"

ODOR CONTROL PLAN - ELEVATION 52.40'SCALE: 1/8" = 1'-0"

ODOR CONTROL PLAN - ELEVATION 74.40'

8 0 8 16 FT

1/8"=1'-0"

SCALE: 1/2" = 1'-0"DS13

1 SECTIONSCALE: 1/2" = 1'-0"DS13

2 SECTION

1/2"=1'-0"

01 1 42 3 5 FT

3/4"=1'-0"

1 0 1 2 3 FT

SCALE: 1 1/2" = 1'-0"DS13

3 SECTION



OMIT MICROPILE

1

1

1

1

1

T/ SLAB

EL SEE PLAN

SLAB REINFORCINGSEE PLAN

T/ SLAB

EL SEE PLAN

8' -

0"

WALL BEYONDWALL BEYOND

DRIP GROOVESEE ARCH DWGS

T/ SLAB

EL SEE PLAN


T/ SLAB

EL SEE PLAN

8' -

0"

WALL BEYONDWALL BEYOND



CHANNEL -LOWER LEVEL SLAB

EL SEE PLAN

T/SLAB

1' -

0"

MA

X

1' - 0" MAX

TYP

LAP SPLICE

TYP

1' - 0" STONESEE DWG AS1 TYP

1

1

1

1

UN

O

UNO


LOWER LEVEL SLAB

EL SEE PLAN

T/ CONC

EL -5'-0"

1' - 0"

3' - 0" 1' - 0"1' - 6"

STONESEE DWG AS1 TYP

1' -

6"

2

T/SLABEL SEE PLAN

6"

12' - 0"

TYP

LAP SPLICE

1' - 0"

12' - 0"

6"

5' - 6"

6"


SLAB REINFORCEMENTSEE PLAN

6"

11

#5 @ 12" EW#4 @ 12" DOWELS

#5 @ 12" EW

#4 @ 12"DOWELS

65

T/ GRADE




FIRST FLOOR -UPPER LEVELEL 36.40

SECOND FLOOREL 52.40

12

' - 0

"

#3 @ 12"U-BARSS

PL

ICE

LA

P

VENEERSUPPORT

8" CMU BOND BEAMW/ (1) #4 BOT CONT

CMU PARAPET W/ #5@ 32" VERT DOWELS

T/ GRADE



FIRST FLOOR -UPPER LEVELEL SEE PLAN

SECOND FLOOREL SEE PLAN

T/ CONCEL SEE PLAN

8' -

0"



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3/4"=1'-0"

1 0 1 2 3 FT

SCALE: 1/2" = 1'-0"DS8

1 SECTION

SCALE: 1/2" = 1'-0"DS8

2 SECTION

SCALE: 3/4" = 1'-0"DS4



5 SECTION

DS3

SCALE: 1/2" = 1'-0"DS7

6 SECTION

SCALE: 1/4" = 1'-0"DS6


8 SECTION

1/4"=1'-0"

4 0 4 8 FT

1/2"=1'-0"

01 1 42 3 5 FT




CMU PAPRAPET W/ #5@ 32" VERT DOWELS

1

1

1

1

1

1

T/ SECOND FLOOR SLAB

EL SEE PLAN

T/ SLAB

EL SEE PLAN


COLUMN BEYOND

BEAM REINFORCINGSEE PLAN TYP

WALL BEYOND

BEAM BEYOND



EL SEE PLAN

T/ SLAB

EL SEE PLAN



WALL BEYONDCOLUMN BEYOND

BEAM BEYOND



EL SEE PLAN


T/ SLAB

EL SEE PLAN

ALIGN W/ FACE OF WALL


EL SEE PLAN

T/ SLAB

EL SEE PLAN

SLAB REINFORCINGSEE PLAN TYP


WALL BEYOND

CLOSED STIRRUPS

1' -

0"



EL SEE PLAN


T/ CURB

8"

8"

(2) #4CONT

#4 @ 12"U-BAR

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SCALE: 1/2" = 1'-0"DS8

1 SECTION

SCALE: 1/2" = 1'-0"DS8


4 SECTION

SCALE: 1/2" = 1'-0"DS8


5 SECTION

1/2"=1'-0"

01 1 42 3 5 FT



DS9

DS9DS9

1

1

1

4"

MIN

GA

P

1/2

"

TYP1 1/2"

B/ CONC

T/ CONC

L6x4x5/16x0'-8" LLV@ 4'-0" OC MAXTYP EACH SIDE

8" CMU BOND BEAMW/ (2) #4 HORIZ CONTGROUT SOLID

(2) 1/2" DIA HILTI KWIKBOLT TZ EXPANSION ANCHOREMBED 3 1/4" GAGE 4" TYP

DOWELS TO MATCHVERT REINF

#5 @ 32"

2' -

0"

4 1

/2"

MIN

GA

P

1/2

"

3 1/2" MIN

1 1/2" FACE OF CONCRETE

B/ CONC

T/ CONC

CONT L6x4x5/16 LLVATTACH TO CMU W/ 3/8"HIS-N INSERT W/ SLEEVE& THREADED RODHILTI-HY 70 ADHESIVE@ 32" OC

1/2" DIA HILTI KWIKBOLT TZ EXPANSIONANCHOR EMBED 3 1/4"GAGE 4" TYP

8" CMU BOND BEAMW/ (2) #4 HORIZ CONTGROUT SOLID

DOWELS TO MATCHVERT REINF

#5 @ 32"

2' -

0"

OF EQUIPMENT & IN ACCORDANCE WITH APPROVED WORKING DWGS

DETERMINE SIZE AND LOCATION AFTER FINAL SELECTION

#5 @ 12"

CLR

1 1

/2"

CLR1 1/2"

MAX

1' - 0"

UO

N

4"

L 4x3x1/4 W/ 1/2" DIAROD 4" LONG W/2" HOOK @ 18" OC(MIN 2 PER SIDE)

ROUGH JOINT

FINISHED FLOOR

CONTRACTOR'S OPTIONSEE NOTE 1

5/8" DIA EXPANSION ANCHORS@ 12" OC MAX ALL AROUND5" MIN EMBEDMENT

NOTES:1. SUBSTITUTE EXPANSION ANCHOR WITH #5 REINFORCED BAR

(THREADED AT ONE END) FOR #5 @ 12" DOWELS, IF REQUIRED.DO NOT DRILL THROUGH EXISTING SLAB REINFORCEMENT.

2. SEE ELECTRICAL DRAWINGS FOR PADS AND CONDUIT SLEEVESNOT SHOWN.

#5 @ 12"

CLR

1 1

/2"

CLR1 1/2"

MAX

1' - 0"

UO

N

4"

ROUGH JOINT

FINISHED FLOOR

CONTRACTOR'S OPTIONSEE NOTE 1

5/8" DIA EXPANSION ANCHORS@ 12" OC MAX ALL AROUND5" MIN EMBEDMENT

NEW OR EXISTING SLAB

OF EQUIPMENT & IN ACCORDANCE WITH APPROVED WORKING DWGS

DETERMINE SIZE AND LOCATION AFTER FINAL SELECTION

NOTES:1. PROVIDE EXPANSION ANCHOR WITH #5 REINFORCED BAR (THREADED

AT ONE END) IN EXISTING SLABS. SUBSTITUTE EXPANSION ANCHORSFOR #5 @ 12" DOWELS IN NEW SLABS, IF REQUIRED. DO NOT DRILLTHROUGH EXISTING SLAB REINFORCEMENT.

2. CLEAN JOINT BEFORE PLACING CONCRETE FOR EQUIPMENT PAD.

6" MAX

8"

MA

X

TY

P

LA

P S

PL

ICE

TO MATCHHORIZ BARSIZE & SPACING

CHANNELWALL

WALL PLAN

T/SLAB

5"

MA

X

MAX

7"

TYP

LAP SPLICE

TO MATCH TOP BARSIZE & SPACING

CHANNELBOTTOM

SLAB SECTION

5

1' - 6"

2" TYP2"

TY

P2

"

1/2" x 14" x 1'-2"EMBED PLATEW/ (4) 1/2" DIA x 4"HEADED STUDS

1/4

.

5/16"x6"x0-'3"SHEAR TAB

1/42" RET .

1/2" DIA x 4" HEADEDSTUD @ 32" OC

HSS 10x8 LLV

B/ STEEL 60.40

CONC COLUMN

COORDINATEW/ ARCH DWGS

CMU CONCRETE BEAM/WALL

FACE OFBRICK/LIMESTONE

CONT GALVANIZEDBENT PL 13 1/2"x7"x3/8" LLVATTACH TO CMU BOND BEAMW/ 5/8" DIA THREADED RODS@ 16" OC STAGGEREDUSING HILTI HIT-HY70ADHESIVE EMBED 5 5/8"

1 1

/2"

8"

SEE CONCRETEMASONRY LINTELSCHEDULE

4"

FACE OFBRICK/LIMESTONE

CONT GALVANIZEDBENT PL 9 1/2"x7"x3/8" LLVATTACH TO CONCRETEW/ 1/2" DIA HILTI HIT-ZTHREADED RODS@ 12" OC STAGGEREDUSING HILTI HIT-HY200ADHESIVE EMBED 3 3/4"

1 1

/2"

4"

4"

CONT GALVANIZEDBENT PL 8 1/2"x7"x3/8" LLVATTACH TO CONCRETEW/ 1/2" DIA HILTI HIT-ZTHREADED RODS@ 24" OC STAGGEREDUSING HILTI HIT-HY200ADHESIVE EMBED 2 3/4"

1 1

/2"

3"

4"

FACE OF CONCRETE

CMU PARAPETW/ #5 @ 24"VERT DOWELS

STANDARDHOOK TYP

T/ PARAPET

SEE ARCH


T/ CONC

LAP SPLICE

STOP LOG GROOVE EMBEDSEE DRAWING DM19

2"

3"

TO MATCH HORIZBAR SIZE AND SPACING

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0217E.K6


3/4"=1'-0"

1 0 1 2 3 FT

SCALE: 3/4" = 1'-0"

NON-LOAD BEARING CMU WALL DETAILS

SCALE: 1 1/2" = 1'-0"

ELECTRICAL EQUIPMENT PAD DETAILSCALE: 1 1/2" = 1'-0"

EQUIPMENT PAD DETAIL

1 1/2"=1'-0"

1 0 1 FT

SCALE: 3/4" = 1'-0"

EMBEDDED SLIDE GATE REINFORCEMENT DETAILS

NOTE: COORDINATE DIMENSIONAL REQUIREMENTS AND EMBEDMENTS WITH GATE MANUFACTURERS.

CONCRETE MASONRY LINTEL SCHEDULE

OPENING DEPTH 6" WALL 8" WALL 10" WALL 12" WALL

0'-0" TO < 4'-0" 8" (1) #4 (1) #4 (1) #5 (2) #4

4'-0" TO < 6'-0" 16" (1) #5 (1) #5 (1) #5 (2) #4

6'-0" TO < 8'-0" 16" (1) #5 (1) #5 (1) #5 (2) #5

8'-0" TO 12'-0" 24" (2) #5 (2) #5 (2) #6 (2) #6

NOTES: 1. LINTELS ARE FOR 9'-6" MAX OF CMU ABOVE OPENING.2. PROVIDE 8" BEARING MINIMUM EACH END.3. REINFORCE END BEARING WITH (1) #5 IN GROUT

FILL UON.4. 16" DEEP LINTEL MAY BE CONSTRUCTED OF 8"

U-BLOCK.5. BOTTOM REINFORCING COVER SHALL BE A MAX OF

2 1/2" FROM BOTTOM OF LINTEL.6. COORDINATE LOCATION, DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL AND

MECHANICAL DRAWINGS.

SCALE: 3/4" = 1'-0"DS10

6 SECTION

SCALE: 3/4" = 1'-0"

BRICK/LIMESTONE VENEER SUPPORT DETAILSSCALE: 3/4" = 1'-0"

STOREFRONT SILL SUPPORT DETAIL

NOTE: COORDINATE LOCATIONS, DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

NOTE: COORDINATE LOCATIONS, DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS.

SCALE: 1/2" = 1'-0"

CMU PARAPET DETAIL

1/2"=1'-0"

01 1 42 3 5 FT

NOTE: COORDINATE LOCATIONS W/ ARCHITECTURAL DWGS

SCALE: 3/4" = 1'-0"

STOP LOG GROOVE REINFORCEMENT DETAIL

NOTE: REFER TO DRAWING DA18 FOR TOP OF WALL CONDITIONS

CONDITION NO .2 AND NO .3 CONDITION NO .1


PIPE ENCASEMENT DETAIL

NOTES:1. FOR PIPE LOCATION, DIA, AND ELEVATION SEE PLUMBING, MECHANICAL AND

ELECTRICAL DRAWINGS.2. ALL PIPES LOCATED BENEATH BASE SLABS SHALL BE ENCASED IN CONCRETE, UON.3. BOTTOM REINFORCEMENT SHALL BE CONTINUOUS WHERE POSSIBLE.

SCALE: 3/4" = 1'-0"


1

7 5/8"7 3/8"

FACE BRICK

HOLLOW CORE DOOR

DOOR FRAME

1' - 3"

WEEP/VENT

CAVITY DRAINAGE MAT

RIGID INSULATION

CMU

BOND BEAM

STL LINTEL

DOOR FRAME

HOLLOW CORE DOOR

CAVITY DRAINAGE MAT

CONCRETE - SEE S DWG

7 3/8" SEE S DWGS

RIGID INSULATION

WEEP/VENT

FACE BRICK

DOOR FRAME

RIGID INSULATIONCAVITY DRAINAGE MAT

7 3

/8"

CMU

HOLLOW CORE DOOR

FACE BRICK

DOOR FRAME

CAVITY DRAINAGE MAT

RIGID INSULATION

HOLLOW CORE DOOR


7 3

/8"

SE

E S

DW

GS

7 5/8"

BOND BEAM

CMU

DOOR FRAME

SS DOOR FR.

SS DOOR

BULLNOSE CMU

BACKER RODAND SEALANTBOTH SIDES

8" SGU

6"

7 5

/8"

OVERHEAD COILING DR

RIGID INSULATION

CAVITYDRAINAGEMAT

FACEBRICK

METALFLASHING

DOOR LINTELSEE STRUCTURAL

BOND BEAM

WEEP/VENT

1/4" THICK STL PLATE

HEAD

JAMB

DOORFRAME

HOLLOWCOREDOOR

CONCRETE- SEE SDWG

SEE S DWGS

DOOR FRAME

HOLLOW CORE DOOR


SE

E S

DW

GS

OVERHEAD COILING DRSTL TUBE -SEE STRUCTURAL

HSS 8X8X3/8 GALV

HEAD

JAMB

12"x3/8" CLOSURESTEEL PLATE

COILING DOOR

MOUNTING BARCKETSPER MFR

SCREEN WALLRETURN

HSS COLUMN SEESTRUCTURAL

SCREEN WALL

HSS 8X8X3/8GALV

ATTACHMENTCLIPS PERSCREEN WALLMANUFACTURER

ROLL-UP DOORATTACHMENT TO HSSHEADERS

MITTEREDCORNER(TYP)

SCREEN WALL

HSS HORIZONTAL TUBESEE S DWGS

INTERMEDIATE HSS VERTICALSUPPORTS AS REQUIRED BYSCREEN WALL MANUFACTURER

ATTACHMENT CLIPS PERSCREEN WALL MANUFACTURER



HSS HORIZONTAL TUBESEE S DWGS

SCREEN WALLL

TOP MIDLE BOTTOM


SCREEN WALLL


HSS COLUMN BEYONDSEE S DWGS

1' - 0"

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132

SCREENINGS AND GRIT REMOVAL FACILITYCITY OF RICHMOND, VIRGINIADEPARTMENT OF PUBLIC UTILITIES

CSO CONTROL PROGRAM SPECIALORDER 15A WWTP SCREENINGSAND GRIT REMOVAL FACILITIES

0217E.K6

9020 STONY POINT PARKWAY, SUITE 475RICHMOND, VIRGINIA 23235

ARCHITECTURAL

SCALE: 1 1/2" = 1'-0"1

DOOR HEAD DETAIL ATEXTERIOR CMU WALL

SCALE: 1 1/2" = 1'-0"3

DOOR HEAD DETAIL ATEXTERIOR CONCRETEWALL

SCALE: 1 1/2" = 1'-0"2

DOOR JAMB DETAIL ATEXTERIOR CMU WALL

SCALE: 1 1/2" = 1'-0"4

DOOR JAMB DETAIL ATEXTERIOR CONCRETEWALL

SCALE: 1 1/2" = 1'-0"5

INT DOOR HEADDETAIL AT 8" CMUWALL

SCALE: 1 1/2" = 1'-0"6

INT DOOR JAMBDETAIL AT 8" CMUWALL

SCALE: 1 1/2" = 1'-0"9OCHD HEAD DETAIL AT CAVITY WALL

SCALE: 1 1/2" = 1'-0"7

DOOR HEAD DETAIL ATEXTERIOR CONCRETEWALL

SCALE: 1 1/2" = 1'-0"8

DOOR JAMB DETAIL ATEXTERIOR CONCRETEWALL

101

1 1/2" =1' - 0"

FT

SCALE: 1 1/2" = 1'-0"10OHCD JAMB RETURN DETAIL AT SCREEN WALL

SCALE: 1 1/2" = 1'-0"11

OC TYPICAL SCREENWALL VERTICALSECTION DETAILS


1 10-2018 1 SCREEN WALL

6' -

2"

SEE DRAWING AM2 FORREMOVABLE COVER PLATE

1

ES2ES2

3" 18 GAGEGALVANIZED DECKW/ CONCRETE SLAB

SEE DRAWINGS AM2FOR REMOVABLECOVER PLATE

PRIMARYINFLUENT CONDUITSEE CONDUIT SECTIONTHIS DRAWING

8' - 2"

8' -

0"

VIF

10

' - 1

0"

EXIST 8'x8' CONCRETECONDUIT

TO PRIMARYSEDIMENTATION

TANKS

ES2

A

ES2

B

STOP LOG GROOVE

C PENETRATIONFOR 12" DRAIN PIPEL

EL 12'-6"VIF

HYDROPHILICWATERSTOP TYP

#6 @ 12"EW EF

#6 @ 12" DOWELS EFDRILL & EPOXY W/ HILTIHIT-HY 200 ADHESIVEEMBED 4" TYP

TY

P

2' -

6"

LA

P

2 1/2" 3 1/2"

EXISTINGCONCRETE WALL

ROUGHEN EXISTINGCONCRETE FACE TO1/4" AMPLITUDE.APPLY SIKA ARMATEC110 EPOCEM ASBONDING AGENTEXISTING

FOUNDATION VIF

HYDROPHILICWATERSTOP TYP

#6 @ 12"EW EF

#6 @ 12" DOWELS EFDRILL & EPOXY W/ HILTIHIT-HY 200 ADHESIVEEMBED 4" TYP

TY

P

2' -

6"

LA

P

EXISTINGCONCRETE WALL

ROUGHEN EXISTINGCONCRETE FACE TO1/4" AMPLITUDE.APPLY SIKA ARMATEC110 EPOCEM ASBONDING AGENT

2 1/2"3 1/2"

EXISTINGFOUNDATION VIF

VARIES

8' - 0" OR 8'-2"1' - 0" 1' - 0"

#6 @ 12" EW EFT/ SLAB

#6 @ 12"EW EF

6"

1' -

0"

6"

1' -

0"

8' -

0"

#6 @ 12"EW TOP & BOT

MICROPILES@ 8'-0" OC MAX TYPSEE DRAWING DS2 FORMICROPILE DETAIL

1 1

/2"

3"

T/ EXISTING SLABBEYOND

EXISTING12" CHANNEL WALLVIF

10" CONCRETE SLAB REINFORCEDW/ #6 @ 12" OC EW TOP & BOTTOM

CONT GALVANIZED L6x4x5/16 LLVATTACH TO EXISTING CONCRETEW/ 1/2" DIA HILTI HIT-ZTHREADED RODS @ 12" OCSTAGGERED USINGHILTI HIT-HY200 ADHESIVEEMBED 3 3/4"

EXISTING12" CHANNEL WALLVIF

ROUGHEN EXISTINGCONCRETE TO1/4" AMPLITUDEAND APPLYBONDING AGENTTYP

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GRIT CHAMBER 2STRUCTURAL



0217E.K6


SCALE: 1/8" = 1'-0"

PRIMARY INFLUENT CONDUIT TOP PLANSCALE: 1/8" = 1'-0"

PRIMARY INFLUENT CONDUIT PLAN

SCALE: 1 1/2" = 1'-0"ES2

A DETAIL

SCALE: 1 1/2" = 1'-0"ES2

B DETAIL

8 0 8 16 FT

1/8"=1'-0"

1 1/2"=1'-0"

1 0 1 FT

SCALE: 1/2" = 1'-0"

CONDUIT SECTION

1/2"=1'-0"

01 1 42 3 5 FT

SCALE: 1/2" = 1'-0"ES2

1 SECTION

PLAN NOTES1. REFER TO STRUCTURAL DRAWING AS1 FOR STRUCTURAL NOTES AND TYPICAL DETAILS.



1

PRIMARY INFLUENT CONDUIT PROFILE

SCALE: 1" = 10'

DETAIL 1/AG23 - CONCRETE TRANSITION COLLAR

SCALE: 1/8" 1'-0"

CONCRETE

- SEE S

2

DR HARDWARE - SEE

HIGH ROOF LEVEL

86.40'

2

RIGID INSULATION

METAL PANEL

5/8" EXTERIOR

DENSGLASS TYPE GYP

MEMBRANE ROOFING

WRAPS TOP OF WALL

METAL COPING

SYSTEM

CONTINUOUS

TOP PLATE

C CHANNEL

CONTINUOUS

3x3 ANGLE

87.90'

1' -

6"

5/8" EXTERIOR

DENSGLASS TYPE GYP

METAL STUD

TAPPERED INSULATION

SCALE: 1 1/2" = 1'-0"8/DA15

14 WALL SECTION DETAIL

Documents

APPENDIX B Contract Drawings...QUANTITY AS CUT BARS. PLACE HALF OF ADDITIONAL BARS ON EACH SIDE OF OPENING 1. SEE DRAWINGS FOR REQUIRED LOCATIONS AND SIZES OF DRAWINGS. 2. PROVIDE