TRANS-PACIFIC ENGINEERING CORP

TRANS-PACIFIC ENGINEERING CORP.

Architects • Engineers • Consultants • Planners

1 of 2 2300 Computer Avenue, Suite L-65, Willow Grove, PA 19090 • (215) 659-2490 • Fax: (215) 659-2702

October 28, 2021 Mr. William J. Burke, Jr. Director The Philadelphia Art Commission 1515 Arch Street – 13th Floor Philadelphia PA 19102 RE: Submission to Art Commission for Permit Approval

8200 Enterprise Ave, Philadelphia, PA 19153 Philadelphia Water Department Southwest Water Pollution Control Plant – PTF Screening and Conveyance Improvements PWD Work No. 73084 Dear Mr. Burke: Information is being sent to you for the referenced project to secure the approval of the Philadelphia Art Commission as part of Permit applications from the Department of Licenses and Inspections (L&I). Our package for review consists of the following:

• The Project Narrative (included on next page) • The related scaled project design drawings including:

o Drawing G00.02 – Index of Sheets, General Notes, and Vicinity Map o Drawing C00.01 – Existing Features and Demolition Plan o Drawing C00.02 – Site Plan o Drawing C00.03 – Grading Plan o Drawing C00.06 – Construction Details o Drawing A00.01 – Legend, Abbreviations and Notes o Drawing A01.01 – Demolition Plans and Details o Drawing A01.02 – First Floor Plan o Drawing A01.03 – Roof Plan o Drawing A01.04 – Building Elevations o Drawing A01.05 – Building Elevation and Section o Drawing S01.03 – Preliminary Treatment Building – Façade Elevations o Drawing S01.04 – Preliminary Treatment Building – Façade Elevations o Drawing S01.08 – East Dumpster Bay – Building Sections

• One Set of Photographs Log with photo descriptions and Photo Key Plan • Land use classifications plan • Estimated project construction cost - $11,983,924 funded by PWD general funds • Prerequisite Approval Form for the future Building Permit Application

2 of 2

Project Narrative The Philadelphia Water Department (PWD) owns and operates the Southwest Pollution Control Plant located at 8200 Enterprise Avenue in Philadelphia. The project is intended to improve the Preliminary Treatment Facility with architectural, structural, mechanical, electrical, instrumentation, and civil site improvements. The project consists of the following:

Electrical, sanitary, and plant water utility relocations Demolishing curbing and sidewalk Erecting the East Dumpster Bay building addition to the Preliminary Treatment Facility Installing a reinforced concrete driveway, bollards, and curb features Regrading of the site Preliminary Treatment Building façade repair

If you have any questions or need anything else for the Commission’s review, please let us know. Thank you for your assistance. Sincerely, Andrew Chiang Trans-Pacific Engineering Corp. 2300 Computer Avenue, Suite L-65 Willow Grove, PA 19090 Tel: (215) 659-2490 Cell: (215) 260-7012 E-mail: [email protected] Cc: Kelly Lee – Philadelphia Art Commission Cc: Margot Berg – Office of Art – Percent for Art Program

mailto:[email protected]

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SOUTHWESTWATER POLLUTIONCONTROL PLANT8200 ENTERPRISE AVE.PHILADELPHIA, PA 19153

DRAWING NUMBER WHEREDETAIL, SECTION OR

ELEVATION IS DRAWN

DRAFTING SYMBOLOGY

X DEMOLITION NOTE

X REVISION NOTE

X SPECIFIC NOTE

BUILDING NORTH ARROW

TRUE NORTH ARROW

PLANT NORTH ARROW

ELEVATION OR WALL/BUILDINGSECTION SYMBOL

DETAIL REFERENCE SYMBOL

LETTER INDICATESSECTION, NUMBER

INDICATES ELEVATION

NUMBERINDICATESDETAIL

TITLE REFERENCE SYMBOL

PLAN DRAWINGS WHERE DETAIL, SECTION, ORELEVATION ARE TAKEN FROM.

DRAWING NUMBER WHERE DETAIL,SECTION OR ELEVATION IS DRAWN

ABBREVIATIONS

ADA AMERICANS WITH DISABILITIES ACTARVR AIR RELEASE VACUUM RELIEFCW CITY WATERD DRAINDWG DRAWINGEX EXISTINGHB HORIZONTAL BENDA.A. NORMALLY CLOSEDOC ODOR CONTROLPOB POINT OF BEGINNINGPOE POINT OF ENDPW PLANT WATERRS RAW SEWAGES SANITARY DRAIN OR SEWERSPD SUMP PUMP DISCHARGEST STORMWATERTD TANK DRAINVB VERTICAL BEND

INDEX OF SHEETS, GENERAL NOTES, AND VICINITY MAP

G00.02

SCALE: NOT TO SCALEPHILADELPHIA VICINITY MAP

G00.021

REF: GXX.XXSCALE: NONETITLE

GXX.XXX

INDEX OF SHEETS

1 G00.01 COVER SHEET2 G00.02 INDEX OF SHEETS, GENERAL NOTES, AND VICINITY MAP

GENERAL (WORK NO. 73084, 73101)

SHEET NO. TITLE

3 C00.01 EXISTING FEATURES AND DEMOLITION PLAN4 C00.02 SITE PLAN5 C00.03 GRADING PLAN6 C00.04 EROSION AND SEDIMENT CONTROL PLAN7 C00.05 EROSION AND SEDIMENT CONTROLS NOTES8 C00.06 CONSTRUCTION DETAILS

CIVIL (WORK NO. 73084)

SHEET NO. TITLE

33 M00.01 MECHANICAL GENERAL NOTES, ABBREVIATIONS AND LEGEND34 M00.02 SCREENING AND COLLECTION PROCESS FLOW DIAGRAM35 M00.03 SCREENING AND COLLECTION HYDRAULIC PROFILE36 M00.04 DETAILS & SCHEMATICS37 M00.05 DETAILS38 M01.01 PRELIMINARY TREATMENT BUILDING DEMOLITION UPPER PLAN39 M01.02 PRELIMINARY TREATMENT BUILDING DEMOLITION LOWER PLANS40 M01.03 PRELIMINARY TREATMENT BUILDING SCREEN ROOM FIRST FLOOR PLAN41 M01.04 PRELIMINARY TREATMENT BUILDING EAST DUMPSTER BAY PLANS42 M01.05 PRELIMINARY TREATMENT BUILDING SECTIONS

MECHANICAL (WORK NO. 73084)

SHEET NO. TITLE

43 E00.01 LEGEND, ABBREVIATIONS, AND GENERAL NOTES44 E00.02 ELECTRICAL SITE PLAN45 E01.01 PRELIMINARY TREATMENT BUILDING EXISTING AND DEMOLITION PLAN46 E01.02 PRELIMINARY TREATMENT BUILDING EXISTING AND NEW PLAN47 E01.03 PRELIMINARY TREATMENT BUILDING PARTIAL PLANS48 E01.04 PRELIMINARY TREATMENT BUILDING PARTIAL PLANS49 E01.05 EAST DUMPSTER BAY LIGHTING PLAN50 E01.06 MOTOR CONTROL CENTER PTB-MCC-13 & PTB-MCC-14 - ONE LINE DIAGRAM EXISTING AND DEMOLITION WORK51 E01.07 MOTOR CONTROL CENTER MCC-PT1 & MCC-PT2 - ONE LINE DIAGRAM EXISTING AND DEMOLITION WORK52 E01.08 MOTOR CONTROL CENTER PTB-MCC-13, PTB-MCC-14, MCC-PT1 & MCC-PT2 - ELEVATIONS DEMOLITION WORK53 E01.09 SWITCHBOARD PTB-SWBD-13 & PTB-SWBD-14 ONE LINE DIAGRAM EXISTING AND NEW WORK54 E01.10 PANELBOARD PTB-PT-100 AND PTB-PT-101 SCHEDULE NEW WORK55 E01.11 MISCELLANEOUS DETAILS56 E01.12 CABLE AND CONDUIT SCHEDULE57 E01.13 CABLE AND CONDUIT SCHEDULE

ELECTRICAL (WORK NO. 73101)

TITLE

9 A00.01 LEGEND, ABBREVIATIONS AND NOTES10 A01.01 DEMOLITION PLAN AND DETAILS11 A01.02 FIRST FLOOR PLAN12 A01.03 ROOF PLAN13 A01.04 BUILDING ELEVATIONS14 A01.05 BUILDING ELEVATION AND SECTIONS15 A01.06 BUILDING AND WALL SECTIONS16 A01.07 SCHEDULES AND DETAILS17 A01.08 DETAILS18 A01.09 CONTROL ROOM PLANS19 A01.10 ELECTRICAL ROOM PLANS

ARCHITECTURAL (WORK NO. 73084)

SHEET NO. TITLE

58 I00.01 INSTRUMENTATION GENERAL NOTES, LEGEND AND ABBREVIATIONS59 I00.02 PCS NETWORK ARCHITECTURE60 I01.01 PRELIMINARY TREATMENT BUILDING BAR SCREEN P&ID61 I01.02 PRELIMINARY TREATMENT BUILDING CONVEYANCE P&ID62 I01.03 PRELIMINARY TREATMENT BUILDING CONTROL ROOM PCS PANEL63 I01.04 PRELIMINARY TREATMENT BUILDING CONTROL ROOM EXISTING PLAN64 I01.05 PRELIMINARY TREATMENT BUILDING CONTROL ROOM NEW WORK PLAN65 I01.06 PRELIMINARY TREATMENT BUILDING ELECTRICAL ROOM EXISTING AND NEW PLAN66 I01.07 PRELIMINARY TREATMENT BUILDING SCREENING BUILDING PLAN67 I01.08 EAST DUMPSTER BAY PLAN68 I01.09 PRELIMINARY TREATMENT BUILDING GRIT WASHERS MCC MODIFICATIONS69 I01.10 PRELIMINARY TREATMENT BUILDING GRIT WASHERS RELAY PANEL RP-PT5 MODIFICATIONS70 I01.11 PRELIMINARY TREATMENT BUILDING GRIT WASHER BUILDING PLAN71 I01.12 GRIT COLLECTION SYSTEM PCS PANEL72 I01.13 GRIT COLLECTION SYSTEM MCC MODIFICATIONS73 I01.14 EAST GRIT AREA PLAN74 I01.15 WEST GRIT AREA PLAN75 I01.16 GRIT AREA RELAY PANEL SCHEDULE76 I01.17 PRIMARY SEDIMENTATION TANK MCC ECD MODIFICATIONS77 I01.18 PRIMARY SEDIMENTATION TANK MCC PANEL MODIFICATIONS78 I01.19 CCTV DETAILS SHEET79 I01.20 DETAILS SHEET

INSTRUMENTATION (WORK NO. 73101)

SHEET NO. TITLE

SHEET NO.

MH MH

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2

MDO

20 S00.01 GENERAL NOTES21 S00.02 TYPICAL DETAILS22 S00.03 TYPICAL DETAILS23 S01.01 PRELIMINARY TREATMENT BUILDING FIRST FLOOR PLAN24 S01.02 PRELIMINARY TREATMENT BUILDING PARTIAL FLOOR PLANS25 S01.03 PRELIMINARY TREATMENT BUILDING FACADE ELEVATIONS26 S01.04 PRELIMINARY TREATMENT BUILDING FACADE ELEVATIONS27 S01.05 PRELIMINARY TREATMENT BUILDING SECTIONS AND DETAILS28 S01.06 EAST DUMPSTER BAY FOUNDATION AND SLAB PLAN29 S01.07 EAST DUMPSTER BAY ROOF PLAN30 S01.08 EAST DUMPSTER BAY BUILDING SECTIONS31 S01.09 EAST DUMPSTER BAY FOUNDATION DETAILS32 S01.10 EAST DUMPSTER BAY FRAMING DETAILS

STRUCTURAL (WORK NO. 73084)

SHEET NO. TITLE

Drawing No.

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SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

SCREENING COLLECTIONAND CONVEYANCE

IMPROVEMENTSWORK NO. 73084WORK NO. 73101

CITY OF PHILADELPHIAWATER DEPARTMENT

1101 MARKET STREET, 2ND FLOORPHILADELPHIA, PA 19107

SOUTHWESTWATER POLLUTIONCONTROL PLANT

CLIENT INFORMATION

JANUARY 2021

Whitman, Requardt & Associates, LLP1500 Market Street, Suite W2750, Philadelphia, Pennsylvania 19102

Hernandez, Maximillian

Stamp

1"=20'

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REMOVE SECTIONOF SIDEWALKPRELIMINARY

TREATMENTBUILDING

ELECTRICALCONTRACTOR SHALLREMOVE AND SALVAGEEX. LIGHT POLE

CAP EX. 3" PWOWNER TO ISOLATECOORDINATE WITHOWNER ON CAP LOCATION

REMOVE EX. 3" PWUNDER EAST DUMPSTERBAY BUILDING ADDITION

LEGEND

DEMOLITION

REMOVE SECTIONOF CURB TONEAREST JOINT

PLANTNORTH

FLEETMANAGEMENTPROPERTY

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R30'

R30'

77'

8" BOLLARD 1'-6" OFFSETFROM BUILDING (TYP OF 3)(SEE C00.06 DETAIL 1)

4' SIDEWALK(SEE C00.06 DETAIL 2)

10'-8"

DEPRESSED CURB(SEE C00.06 DETAIL 6)

REINSTALL SALVAGEDLIGHT POLESEE DWG E01.11

30.0'

EAST DUMPSTER BAYBUILDING ADDITION

REINFORCED CONCRETEDRIVEWAY(SEE C00.06 DETAIL 5)

PRELIMINARYTREATMENT BUILDING

PROPOSED CONCRETE CURB

PROPOSED SIDEWALK

8" BOLLARD 1'-6" OFFSETCENTER OF POST FROMEX. WALL & 6' CENTERSPACING UNLESS LABELEDOTHERWISE (TYP OF 12)(SEE C00.06 DETAIL 1)

10 FT ROLL-UP DOOR

CONTAINMENT CURB(SEE S01.09 DETAIL 11)

FFE 108.20

CONC. CURB (TYP)(SEE C00.06 DETAIL 3)

7'

22.0'

5'

7' 7'MATCH EXISTINGCURB

MATCH EXISTINGCURB

LEGEND

PROPOSED REINFORCEDCONCRETE DRIVEWAY

PROPOSED BOLLARD

RELOCATED LIGHT POLE

CONTRACTORACCESS


CONTRACTORACCESS

PROPOSED DEPRESSED CONC. CURB

MANDOOR

PLANTNORTH

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74'-0"

PRELIMINARYTREATMENT BUILDING

LEGEND

TC 108.11BC 107.61

TC 108.60BC 108.10

TC 108.70BC 108.20

TC 108.30BC 107.80

TC 108.40BC 107.90

108.15

108.00

108.20

FFE 108.20

DEPRESSED CURB(SEE C00.06 DETAIL 6)

RELOCATED LIGHT POLESEE DWG E01.11

EAST DUMPSTERBAY BUILDINGADDITION

REINFORCEDCONCRETE DRIVEWAY(SEE C00.06 DETAIL 5)

INV ELEV 104.00

CORE INTOEX. MH & INSTALLA-LOK GASKETINV EL 103.75

CONCRETE CURB(SEE C00.06 DETAIL 3)

XX

TC 109.40BC 108.40

XX

108.40

108.00

108.15

XX

TC 109.40BC 108.40

X

XX

XX

X

X

CONC.CURB

108.35108.25

CONC.SIDEWALK

PROPOSED CONTOUR108

108

TC 107.21BC 106.71

CLEAN OUT8" CIPSAN. DRAIN

REMOVE & REPLACECONCRETE AS REQ'DFOR NEW BUILDING

CONTAINMENT CURB(SEE S01.09 DETAIL 11)

PLANTNORTH


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COMPACTEDSUBGRADE

AASHTO NO. 57 (3/4")CRUSHED STONE BASE

3000 PSI CLASS ACEMENT CONCRETE

GRADEEL. VARIES

NOTES

1) CONTRACTION JOINTS AT INTERVALS NOT GREATER THAN 5FEET.

2) EXPANSION JOINTS AT INTERVALS NOT GREATER THAN 15 FEET.3) INSTALL PREMOLDED JOINT MATERIAL WHERE SIDEWALK

ADJOINS CURBS, SIDEWALKS, OR OTHER STRUCTURES.4) ALL CONSTRUCTION AND JOINT MATERIAL SHALL MEET CITY OF

PHILADELPHIA STANDARDS. PROVIDE CROSS SLOPE FORDRAINANGE TO MEET CITY OF PHILADELPHIA STANDARDS.

5) CONCRETE SHALL BE AIR ENTRAINED TO 4% ± 1%

5'-0" MIN. (OR AS SHOWN ON PLAN)

4"X X X X X X X X X X X X X X X X X X X X X

6X6 - W2.9 x W2.9

6"

NOT TO SCALE

4'-0

"4'

-8"

2'-8" DIA. OR SQUARECONCRETE PIER WITH (8)-#5VERTICAL AND #4@12 TIES

PROVIDE 12" X 1"DEEP SEALANT

AROUND PIPE

PROVIDE SLOPEDCROWN AROUNDPIPE

8"Ø (GALVANIZED) SCH. 40STEEL PILE, GRIND SMOOTH,CONCRETE FILLED & CROWN.

14" IDEAL SHIELD BOLLARD

COVER IN OSHA ORANGE

3" CL.3" CL.

8" CONCRETE SLAB8" COMPACTED AGGREGATE BASE COURSE

1"Ø SMOOTH DOWEL14" LONG @12" O.C.W/ ONE SIDE LUBRICATED

RUBBERIZED JOINT SEALING MATERIAL

1/8 x 1/8

TAPE BOND BREAKER

1/8" INITIAL SAWCUT

SAWCUT JOINT @ 20' SPACING MAX. INEACH DIRECTION FOR ALL CONTROL ANDCONSTRUCTION JOINTS (CONTRACTOR TOSUBMIT JOINT LAYOUT PLAN FOR APPROVAL).

12"

(TYP.)

3" CL 6 x 6 - W5.5 x W5.5 W.W.F.(WHERE REQ'D., LAP 24" MIN.)

NOTES:1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION

OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEANCRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THEENGINEER PRIOR TO POURING.

2. TRANSVERSE EXPANSION JOINTS 1/2" WIDE SHALL BE INSTALLED IN THECURB 20'-0" APART AND SHALL BE FILLED WITH PREFORMED,BITUMINOUS-IMPREGNATED FIBER JOINT FILLER, COMPLYING WITH THEREQUIREMENTS OF AASHTO M-213, RECESSED 1/4" FROM THE FRONTFACE AND TOP OF THE CURB.

3. DUMMY JOINTS (FORMED) SHALL BE INSTALLED MIDWAY BETWEENEXPANSION JOINTS.

4. WIDTH OF JOINT FILLER STRIP EQUAL TO THE THICKNESS OF THEPAVEMENT LESS 1/2".

5. THESE SPECIFICATIONS ALSO MEET RSIS DESIGN STANDARDS.6. THE 6" CURB REVEAL IS TYPICAL. CONTRACTOR TO REVIEW GRADING

PLAN FOR AREAS WHERE REVEAL IS TO BE MODIFIED.

6"

18"

1"

8"

1/2" R

FINISHED GRADE

1 1/4" R

CONCRETE OR PAVEMENTSURFACE (SEE DETAIL)

APPROVEDSUBGRADEUNEXCAVATEDVIRGIN MATERIAL(SEE NOTE 1)

USE ONLY WHENCURB IS ADJACENTTO NON BITUMINOUSPAVEMENT BASECOURSE: HOTPOURED RUBBERASPHALT JOINTSEALER AND 1/2"PREFORMEDEXPANSION JOINTFILLER, BITUMINOUSTYPE, CONFORMINGTO AASHTOSPECIFICATIONS M-33,TO BE INSTALLEDBETWEEN CURB ANDPAVEMENT.

CONC. CLASS 'B' WITH AIRENTRAINMENT

1/2"

6" (TYP.)(SEE NOTE)

4"

8"

1 1/2" PREFORMED EXPANSION JOINT FILLER

PROPOSED CURB

AASHTO NO. 57 (3 4'') STONEON STABLE SUBBASE

CONCRETE CRADLE 4" WIDE

4500 PSI CONC @ 28 DAYS WITH AIR ENTRAINMENT

REINFORCED CONCRETE DRIVEWAY

18"

112'' REVEAL

1/26/2021

DETAIL, SECTION ORELEVATION DESIGNATOR

DOOR NUMBER SYMBOL

LOUVER NUMBERSYMBOLWINDOW NUMBERSYMBOL

ROOM NUMBER SYMBOL

WALL SECTION SYMBOL

TITLE AND DETAILREFERENCESYMBOL

PARTITION TYPE DESIGNATOR

REVISION

NORTH ARROW(CONSTRUCTION NORTH)

DRAWING NUMBER WHEREDETAIL, SECTION OR

ELEVATION IS DRAWN

TITLE AND SECTION /DETAIL REFERENCE SYMBOL

LETTER INDICATES SECTION,NUMBER INDICATES DETAIL ORELEVATION

DETAIL,SECTION ORELEVATION DESIGNATOR

LETTER INDICATES SECTION,NUMBER INDICATES DETAIL OR

ELEVATION

BUILDINGSECTION / DETAIL

SYMBOL

DRAWING NUMBER WHEREDETAIL, SECTION ORELEVATION IS DRAWN

TITLESYMBOL

101

1

ROOM NAME101

BUILDING SECTION SYMBOL

SHEET KEYNOTE - DEMOLITION

SHEET KEYNOTE - NEW CONSTRUCTION

RATING OF WALLNUMBER DESIGNATES HOUR

PARTITION TYPE

PARTITION TYPE VARIANT

1 View NameSCALE:1/8" = 1'-0"A101

1i

View NameSCALE:1/8" = 1'-0"

A

A

0X.1

1A101

SIM 1A101

SIM

1A101

SIM

1i

BRICK

CONCRETE MASONRYUNITS

STRUCTURAL CLAYUNITSGYPSUM BOARDPARTITIONSWOOD-FINISHGRADEWOOD BLOCKING

RIGID WALL/ PERIMETERINSULATIONRIGID ROOFINSULATION

BATT INSULATION

CONCRETE

POROUS FILL

EARTH

METAL PATTERN

EXISTING CONSTRUCTIONTO REMAIN

EXISTING CONSTRUCTION TO BEREMOVED AND DISPOSED OF

NEW CONSTRUCTION

CENTERLINE

BULKHEAD OR BEYOND

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2020 79

1/27/2

021 7

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AM A00.01

RK KB RS



IMPROVEMENTS WORKNO. 73084

LEGEND, ABBREVIATIONS ANDNOTES


9

SOUTHWESTWATER POLLUTION

CONTROL PLANT

ARCHITECTURAL ABBREVIATIONS MATERIALS LEGEND GENERAL NOTES

SYMBOLS LEGEND

GENERAL DEMOLITION NOTES

THESE NOTES APPLY TO THE ENTIRE SCOPE OF DEMOLITION WORK ON THIS PROJECT ANDENCOMPASS WORK OF ALL TRADES AND DISCIPLINES.

DEMOLITION AND ALTERATION NOTES SHOULD NOT BE CONSIDERED TO BE ALL INCLUSIVE. IT ISTHE CONTRACTOR’S RESPONSIBILITY TO INSPECT AND ASSESS EACH SPACE, AND TO FULFILL THEINTENT OF THE WORK INDICATED BY THE CONTRACT DOCUMENTS. VERIFY ALL CONDITIONS AND

DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTSNECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THEOWNER'S REPRESENTATIVE.

WHERE EXISTING CONSTRUCTION IS MODIFIED OR REMOVED, PATCH AND REPAIR DISTURBEDSURFACES TO MATCH ADJACENT SURFACES OR PROVIDE NEW SCHEDULED FINISHES.

REMOVE PROJECTIONS, HANGERS, BOLTS, NAILS, ETC., FROM EXISTING COLUMNS ANDUNDERSIDE OF ROOF DECK. PATCH ALL HOLES TO MATCH ADJACENT SURFACES OR PROVIDENEW SCHEDULED FINISHES.

PIPE, DUCT AND CONDUIT PENETRATIONS, EITHER EXISTING IN THE FLOOR, WALLS, OR CEILINGRESULTING FROM THE WORK REQUIREMENTS, SHALL BE FILLED IN TO MATCH ADJACENTCONDITIONS.

EXISTING DUCTS, PIPES AND ELECTRICAL CONDUIT EXPOSED IN FINISH SPACES SHALL BEFURRED IN AS INDICATED ON THE DRAWINGS. NEW DUCTS, PIPES, CONDUITS SHALL BE “CHASED”INTO WALLS AND FINISHED TO MATCH ADJACENT SURFACES, UNLESS OTHERWISE NOTED.

1.

2.

3.

4.

5.

6.

GENERAL NOTES APPLY TO THE ENTIRE PROJECT. NOTES ON A SINGLE SHEET APPLY TO THEENTIRE SHEET. SHEET KEYNOTES APPLY TO THE APPLICABLE SPECIFIC INSTANCE.

WHILE WORK IS GENERALLY CONFINED TO AREAS SHOWN ON DRAWINGS, THE ENTIRE BUILDINGIS CONSIDERED THE PROJECT AREA, AND CONTRACTOR SHALL NOT ASSUME THAT WORK ISCONFINED IN ANY WAY.

FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO STARTING WORK. ANYDISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVEBEFORE PROCEEDING WITH THE WORK.

DO NOT SCALE DRAWINGS. REFER TO DIMENSIONS INDICATED.

PROTECT EXISTING CONSTRUCTION TO REMAIN.

PROVIDE A DUST BARRIER TO CONTROL DUST DURING DEMOLITION AND NEW CONSTRUCTIONWHEN CONSTRUCTION OCCURS ADJACENT TO OCCUPIED AREAS.

MATERIAL IDENTIFIED TO BE SALVAGED AND REINSTALLED SHALL BE CAREFULLY REMOVED ANDSTORED TO MINIMIZE DAMAGE OR LOSS PRIOR TO REINSTALLATION.

MATERIALS AND / OR FINISHES DAMAGED, DESTROYED OR MISSING AS A RESULT OF DEMOLITIONOR NEW CONSTRUCTION SHALL BE REPAIRED TO MATCH ADJOINING MATERIALS AND FINISHESAT NO COST TO THE OWNER.

OPENINGS IN FULL HEIGHT PARTITIONS OR EXPOSED PARTITIONS BELOW CEILINGS, LEFT BYREMOVAL OF WORK SHALL BE INFILLED WITH CONSTRUCTION TO MATCH EXISTING.

EXISTING OPENINGS IN FULL HEIGHT PARTITIONS ABOVE CEILINGS SHALL BE BROUGHT TO THEATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO DEMOLITION

OPENINGS IN EXTERIOR WALLS AND / OR ROOF WILL BE PROTECTED TO BE WEATHERTIGHT ATALL TIMES. NEW ROOF OPENINGS AND / OR PENETRATIONS WILL BE FLASHED INTO THEEXISTING ROOF CONSTRUCTION TO MAINTAIN A WEATHERTIGHT INSTALLATION.

COORDINATE WORK OF ALL TRADES.

ALL NEW WORK TO BE PAINTED TO MATCH ADJOINING FINISHES UNLESS OTHERWISE NOTED.

COORDINATE DEMOLITION WORK WITH EXISTING CONDITIONS AND NEW WORK. MODIFYEXISTING OPENINGS AS REQUIRED TO ACCOMMODATE NEW WORK.

ALL REQUIRED UTILITY OUTAGES SHALL BE COORDINATED WITH THE OWNER.

WITHIN THE PROJECT AREA, OWNER RESERVES THE RIGHT TO SELF-PERFORM OR DIRECT WORKOF OTHER CONTRACTORS OR VENDORS CONCURRENTLY WITH HIS PROJECT.

NEW ELECTRICAL PANELS SHALL BE RECESSED IN NEW AND/OR EXISTING WALLS. PROVIDEOPENINGS. PATCH TO MATCH ADJACENT SURFACES OR PROVIDE NEW SCHEDULED FINISHES.

UNLESS OTHERWISE NOTED ON DOCUMENTS, ALL PAINTING SHALL BE FROM A BREAK IN PLANETO A BREAK IN PLANE REGARDLESS OF AREA ACTUALLY REPAIRED OR DISTURBED.

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

18.

TEMPORARY BARRIER NOTES

1. CONSTRUCT TEMPORARY BARRIERS FROM FLOOR SLAB UP TO UNDERSIDE OF DECK TO CONTAIN DUST ANDDEBRIS DURING CONSTRUCTION. TEMPORARY BARRIERS OVER EXISTING RACKS, EQUIPMENT ANDWORKSTATIONS SHALL BE STRUCTURALLY SOUND TO PROTECT AGAINST DAMAGE BY FALLING MATERIALS OREQUIPMENT.

2. TEMPORARY BARRIERS ARE TO BE SET UP AND BROKEN DOWN EACH SHIFT WHEN REQUIRED IN OCCUPIEDSPACES. CONTRACTOR SHALL SUBMIT FOR APPROVAL A PROTECTION PLAN FOR THIS PROJECT.

3. ACCEPTABLE BARRIERS SHALL BE:A. METAL STUDS AT 24" ON CENTER, OF SUFFICIENT STRENGTH TO MEET SPANS, WITH EITHER GYPSUM

BOARD OR FIRE - RETARDANT PLYWOOD ONE SIDE.B. "ZIPWALL" OR EQUIVALENT SYSTEM, WITH HEAVY-MIL OPAQUE PLASTIC SHEATHING, TAPED CONTINUOUSLY

AT SEAMS AND TOP AND BOTTOM.

4. FLOOR PROTECTION SHALL BE:A. RAM BOARD, OR EQUIVALENT.

ARCHITECTURAL - ABBREVIATIONSPTD PAPER TOWEL DISPENSERPTN PARTITIONPVC POLYVINYL CHLORIDEQT QUARRY TILEQTY QUANTITYR RISER OR RADIUSRB RESILIENT WALL BASE AND ACCESSORIES (VINYL

BASE RUBBER BASE TREADS NOSINGS EDGINGS)RCP REINFORCED CONCRETE PIPERD ROOF DRAIN OR ROUNDREBAR REINFORCING BARREF REFERENCESREINF REINFORCED OR REINFORCINGREQ REQUIREDREQ'D REQUIREDRESF RESINOUS FLOORINGRET RETURNREV REVISIONRF RESILIENT FLOORING (VINYL RUBBER VINYL

COMPOSITION SHEET FLOORING)RH ROBE HOOKRM ROOMRO ROUGH OPENINGRV ROOF VENTRWR RECESSED WASTE RECEPTACLERX REMOVE EXISTINGS SILL, SOUTH OR SINGLESC SPECIAL COATING (OTHER THAN PAINT SYSTEMS)SCH SCHEDULE OR SCHEDULEDSCR SHOWER CURTAIN RODSD SOAP DISPENSER OR STORM DRAINSECT SECTIONSF SQUARE FOOTSFT STRUCTURAL FACING TILESH SHOWERSHT SHEETSIM SIMILARSJ STEEL JOISTSND SANITARY NAPKIN DISPOSALSOD SECTIONAL OVERHEAD DOOR (STEEL ALUMINUM:

PLASTIC PANEL)SP STAND PIPESPEC SPECIFICATIONSQ SQUARESS STAINLESS STEEL OR SERVICE SINKSSM SOLID SURFACING MATERIALSTAT STATIONARYSTL STEELSTRUCT STRUCTURAL OR STRUCTURESUSP SUSPENDEDSWR SURFACE-MOUNTED WASTE RECEPTACLESYS SYSTEMT TILET&B TOP & BOTTOMT&G TONGUE & GROOVETBD TO BE DETERMINEDTC TOP OF CURBTCD TOILET SEAT COVER DISPENSERTEL TELEPHONETER TERRAZZOTH THICKTO TOP OFTOB TOWEL BARTOS TOP OF STEELTOW TOP OF WALLTP TOILET PARTITION (WATER CLOSET URINAL

SHOWER: SCREEN)TPD TOILET PAPER DISPENSERTR TREADTYP TYPICALU UNITUNO UNLESS NOTED OTHERWISEUR URINALV VENTVB VERTICAL BLINDVDB VISUAL DISPLAY BOARD (HINGED CONFERENCE

UNIT)VERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELDVP VAPOR BARRIERVS VERTICAL STANDPIPEW WOMEN, WIDTH, WEST OR WOVENW/ WITHWC WATER CLOSET OR WALL COVERING (VINYL OR

TEXTILE WALL COVERING WALL PAPER)WD WOODWH WEEP HOLEWHT WHITEWO WINDOW OPENINGWP WATERPROOF OR WORKING POINTWR WATER RESISTANT OR WASTE RECEPTACLEWT WEIGHTWWF WOVEN WIRE FABRICYD YARDYR YEAR

ARCHITECTURAL - ABBREVIATIONSFG FIBERGLASSFH FLAT HEADFIN FINISH OR FINISHEDFIRE T FIRE TREATEDFIX FIXTUREFL FLASHINGFLM FULL LENGTH MIRRORFLR FLOORFR FIRE RATEDFRC FIBER-REINFORCED COATINGFS FOLDING SHELFFSS FOLDING SHOWER SEATFT FOOT OR FEETFTG FOOTINGFWP FABRIC-WRAPPED PANEL (FABRICATED TACKABLE

ACOUSTICAL PANEL)GA GAUGEGALV GALVANIZEDGB GRAB BARGEN GENERALGL GLASSGLM GLASS UNIT MASONRY (GLASS BLOCK)GMU GLAZED MASONRY UNITGP GYPSUM PLASTERGRD GROUNDGRT GROUTGVP GYPSUM VENEER PLASTERGYPB GYPSUM BOARD (WALL OR CEILING)GYPBS GYPSUM BOARD SHAFT-WALL ASSEMBLYH HEADHB HORIZONTAL BLINDHDW HARDWAREHM HOLLOW METALHOR HORIZONTALHP HIGH POINTHR HOURHT HEIGHTHTR HEATERHVAC HEATING, VENTILATING AND AIR CONDITIONINGHW HOT WATERID INSIDE DIAMETERIN INCHINSUL INSULATIONINT INTERIORINV INVERTJ JAMBJC JANITOR'S CLOSETJT JOINTKIT KITCHENL LINTELLAB LABORATORYLAV LAVATORYLG LONGLIN LINOLEUM FLOOR COVERINGLLV LONG LEG VERTICALLOC LOCATIONLOCK LOCKERLP LOW POINTLT LIGHTLTG LIGHTINGLV LOUVERM MIRROR OR MENMACH MACHINEMAS MASONRYMATL MATERIALMAX MAXIMUMMC MEDICINE CABINETMDF MEDIUM DENSITY FIBERBOARDMECH MECHANICALMET METALMFB MINERAL FIBER BLANKETMFR MANUFACTURERMH MANHOLEMIN MINIMUMMISC MISCELLANEOUSMK MARKMO MASONRY OPENINGMP METAL PANELMR MOP RACKMTD MOUNTEDMTL METALN NORTHNA NOT APPLICABLEND SANITARY NAPKIN DISPENSERNIC NOT IN CONTRACTNO NUMBERNOM NOMINALNTS NOT TO SCALEOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROFF OFFICEOHD OVERHEAD COILING DOOROHG OVERHEAD COILING GRILLEOP OPERABLE PANEL PARTITION (HUNG FROM

OVERHEAD TRACK)OPNG OPENINGOPP OPPOSITEOZ OUNCEPAV PAVER TILEPC PIECEPF PLASTIC FABRICATIONPL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPREFAB PREFABRICATEDPREST PRESSURE TREATEDPT PAINT

ARCHITECTURAL - ABBREVIATIONSABV ABOVEAC AIR CONDITIONING (CONDITIONER)AD ACCESS DOOR (OR PANEL)ADA AAMERICAN WITH DISABILITIES ACTADD ADDENDUMADJ ADJACENTAES ABOVE EXISTING SLABAF ACCESS FLOORAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMAPC ACOUSTICAL PANEL CEILING (LAY-IN)APPROX APPROXIMATEARCH ARCHITECTURALASB ASBESTOSASP ASPHALTATC ACOUSTICAL TILE CEILING (CONCEALED

SUSPENSION)AWP ACOUSTICAL WALL PANELBB BULLETIN BOARD (GLASS COVERD)BC BOTTOM OF CURBBD BOARDBEN BENCHBETW BETWEENBLDG BUILDINGBLKG BLOCKINGBM BEAMBOT BOTTOMBR BRICKBR/S BACKER ROD AND SEALANTC CONDUITC/C CENTER TO CENTERCAB CABINETCARP CARPETCARPT CARPET TILECB CHALK BOARDCEM CEMENTCER CERAMICCG CORNER GUARDCH CEILING HEIGHTCI CAST IRONCJ CONTROL JOINTCL CENTERLINECLG CEILINGCLOS CLOSETCLR CLEARCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAR OPENINGCOL COLUMNCOMP COMPACTEDCONC CONCRETECONSTR CONSTRUCTIONCONT CONTINUOUSCONV CONVECTORCR COLD ROLLEDCSK COUNTERSUNKCSPE CHLOROSULFONATED POLYETHYLENE ELASTOMERCT CERAMIC TILECTR COUNTERCW COLD WATERCX CONNECT TO EXISTINGD DOUBLEDEG DEGREEDEMO DEMOLITIONDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIR DIRECTORYDN DOWNDO DOOR OPENINGDR DOORDS DOWNSPOUTDWG DRAWINGE EASTEA EACHEF EACH FACEEFS EXTERIOR FINISH SYSTEMEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC OR ELECTRICALELEV ELEVATOREM ENTRY MATEP ETHYLENE PROPYLENE-BASED (SINGLE PLY

ROOFING)EPB ELECTRIC PANEL BOXEPDM ETHYLENE-PROPYLENE-DIENE MEMBRANEEPS EXPANDED POLYSTYRENEEPX EPOXYEQ EQUALEQUIP EQUIPMENTEST ESTIMATEEUH ELECTRIC UNIT HEATEREW EACH WAYEWC ELECTRIC WATER COOLEREWCA ELECTRIC WATER COOLER - ACCESSIBLEEXIST EXISTINGEXP EXPANSION OR EXPOSEDEXT EXTERIORF FILLERFC FAN COIL UNITFD FLOOR DRAIN OR FIRE DAMPERFDR FOLDING DOOR (WOOD OR FABRIC)FE FIRE EXTINGUISHER ON BRACKETFEC FIRE EXTINGUISHER CABINET

212019181716

GRINDER ROOMSCREEN ROOM

OPEN

ING

EXIS

TING

2

1

3

3

2

36' -

6 3/4"

+/-

5' - 4

"

5' - 4

"

Drawing No.

Scale:

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Des: Drawn: Check:

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GRAPHIC SCALES

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REVISIONS

CLIENT INFORMATION


JANUARY 2020 79

1/4" = 1'-0"

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021 7

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AM A01.01

RK AM DK




DEMOLITION PLAN AND DETAILS


10


CONTROL PLANT

SCALE: 1/4" = 1'-0"A01.011 DEMOLITION FLOOR PLAN

DEMOLITION SHEET NOTESREMOVE EXISTING DOOR AND FRAME AND PREPAREOPENING FOR NEW DOOR AND FRAME.

CUT NEW DOOR OPENING THROUGH EXISTING CONCRETE /BRICK WALL. FINISHED OPENING SIZE SHALL BE 3' - 4 1/2"WIDE BY 7' - 4 1/2" TALL

PROVIDE NEW OPENING FOR HORIZONTAL BELT CONVEYORTHROUGH EXISTING CONCRETE / BRICK WALL. FINISHEDOPENING SIZE SHALL BE APPROXIMATELY 3' - 4" WIDE BY 6' -0" HIGH. VERIFY DIMENSIONS OF BELT CONVEYOR BEINGPROVIDED BEFORE CUTTING OPENING. SEE STRUCTURALDRAWINGS FOR LINTEL - DETAIL 8/S01.10

1

2

3

0 8'4'2'

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

UP

UP

212019181716

A01.051

A01.042

A01.041

101B

101C

101D

1

2

3 TYP OF (4)

45

EASTDUMPSTER

BAY

101E

4' - 0

"3'

- 4"

4' - 0

"5'

- 4"

2' - 8

"4'

- 8"

2' - 8

"5'

- 4"

4' - 0

"4'

- 0"

6' - 8

"

6' - 4" 10' - 8" 5' - 8"

ALIGN

101

GRINDER ROOMSCREEN ROOM

2' - 0" 3' - 4"

2' - 8" 4' - 0"

1

101A

1' - 7"

22' - 8"

46' -

8"

1' - 7

"1'

- 7"

6

7

8

3' - 0

"5'

- 4"

100AD.O.

3' - 0

"2'

- 11"

2A01.05

2A01.05

1A01.06

1A01.06

9

LV-1

LV-2

10

11 TYP

1' - 1

0"

OPEN

ING

EXIS

TING

9

9

W-1

W-2

W-1

12

12

12

5A01.08

8

A01.053

4' - 8

"

13

14

14

1A01.08

4A01.08

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2020 79

1/4" = 1'-0"

1/27/2

021 7

:55:28

AM A01.02

RK AM RS




FIRST FLOOR PLAN


11


CONTROL PLANT

0 8'4'2'

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

CONSTRUCTION SHEET NOTES

LOUVER. SEE ELEVATION FOR HEIGHT ABOVE FINISHEDFLOOR.

HOOD FOR OVERHEAD COILING DOOR ABOVE.

CAST IN PLACE CONCRETE COLUMN. SEE STRUCTURALDRAWINGS.

REVERSIBLE BELT CONVEYOR. SEE MECHANICAL DRAWINGS.

DUMPSTER. SEE MECHANICAL DRAWINGS.

INFILL OPENING ABOVE WITH CONSTRUCTION TO MATCHEXISTING WALL.

BOLLARD. SEE CIVIL DRAWINGS.

OPENING IN EXISTING WALL TO ACCOMMODATE EXTENSIONOF BELT CONVEYOR. SEE MECHANICAL DRAWINGS.

METAL STAIR. SEE SHEET A01.08

CONTINUOUS 1" ISOLATION JOINT WHERE SLAB MEETS THEEXISTING BUILDING.

TRENCH DRAIN. SEE SHEET M01.04

WINDOW. SEE ELEVATION FOR HEIGHT ABOVE FINISHEDFLOOR

PREFABRICATED CANOPY (ABOVE)

FIRE EXTINGUISHER

SCALE: 1/4" = 1'-0"A01.021 EAST DUMPSTER BAY FLOOR PLAN

1

2

3

4

5

6

7

8

9

10

11

12

13

14

21

A01.051

A01.042

A01.041

1 TYP

1/4" / 12"

1/4" / 12"

ADDITION

EXISTING

2A01.05

2A01.05

1A01.06

1A01.06

2

2

3

4

1/4"

/ 12

"1/

4" /

12"

5

1/4"

/ 12

"1/

4" /

12"

2' - 0

"

2' - 0"

INSULATION

SUBSTRATE

INSULATION

SUBSTRATE

ROUN

D PE

NETR

ATIO

NPRIMER

MODIFIEDBITUMINOUSMEMBRANE

BONDING ADHESIVE(ADHERED SYSTEM ONLY)

CONTINUOUS BEAD OF LAPSEALANT

STAINLESS STEEL CLAMPINGRING (SEE NOTES)

CONTINUOUS BEAD HIGHGRADE SEALANT

FIELD FABRICATED METAL HOOD

PRE-MOLDED PIPE FLASHING

JOINT COVER OR FLASHING WITHSEAM EDGE TREATMENT

PLAN VIEW: PIPEFLASHING OVER FIELDSEAM

3"

FACTORY OR FIELD SEAM

PIPE MUST BE ANCHORED TO ENSURESTABILITY.

PRE-MOULDED PIPE FLASHING MAY BE CUTTO HEIGHT, BUT NO LOWER THANREINFORCING RING (NO WRINKLES OR FOLDSUNDER CLAMPING RING).

APPLY LAP SEALANT BETWEENPENETRATION AND PRE-MOLDED PIPEFLASHING PRIOR TO INSTALLATION OFCLAMPING RING.

PRE-MOLDED PIPE FLASHING FITS 1" - 6"PENETRATIONS SIZES.

NOTES:

1.

2.

3.

4.

INSULATION

SUBSTRATE SUBSTRATE

NEW WOOD NAILER

CLAMPING RINGSTAINLESS STEEL STUDS, WASHERS AND NUTS

CAST IRON DOME

FASTENER

CAST IRON FLANGE (18" DIAMETER)

DRAIN BOWL

MODIFIED BITUMINOUS MEMBRANE

CONTINUOUS BEAD OF WATERBLOCK (SEENOTES)

1/2" MIN.

NOTES:HOLE IN MEMBRANE SHOULD EXTEND A MINIMUMOF 1/2" BEYOND CLAMPING RING AND SHOULD NOTBE SMALLER THAN THE DIAMETER OF THE LEADERPIPE.

INSULATION ADJACENT TO DRAIN TO BEAPPROPRIATE INSULATION WITH APPROPRIATEBONDING SURFACE.

WATERBLOCK MIN OF 1/2 OF 10 OZ. TUBE PER 4"DRAIN. USE ADDITIONAL WATERBLOCK FORLARGER DRAINS.

1.

2.

3.

INSULATION

Drawing No.

Scale:

Date:

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GRAPHIC SCALES

KEY PLAN

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CLIENT INFORMATION


JANUARY 2020 79

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RK AM RS




ROOF PLAN


12


CONTROL PLANT

ROOF DRAIN. SEE MECHANICAL DRAWINGS.

OVERFLOW SCUPPER WITH STAINLESS STEEL LINER.

EXPANSION JOINT. SEE DETAIL 3/A1.06

PRECAST COPING. SEE DETAIL 2/A1.06

MEMBRANE ROOFING OVER TAPERED INSULATION ANDCOVER BOARD. SEE DETAIL 2/A1.06

0 8'4'2'

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

SCALE: 1/4" = 1'-0"A01.031 EAST DUMPSTER BAY ROOF PLAN

1

2

3

4

5


SCALE: 6" = 1'-0"A01.033 ROOF PIPE PENETRATION DETAIL

SCALE: 6" = 1'-0"A01.034 ROOF DRAIN DETAIL

0 2" 4"

6" = 1'-0"

1"

SCALE:

ParapetEL. 150.50

Main LevelEL. 111.50

22 21 20 1918 17

T.O. E. DUMPSTERBAY FLOOR SLAB

EL. 108.20

12' -

0"

TOP OF PRECASTCONCRETE PANELEL. 128.20

1 2

3

ADDITION

20' -

6"

1

54

10' - 8"

T.O. BRICKEL. 121.53

TYP3' - 4" 2' - 8"

EQ.

EQ

2' - 8

"10

' - 8"

6' - 8

"

7

8TYP

T.O. CONCRETE KNEEWALL

EL. 110.87Grinder Room Slab 1

EL. 109.00

TOP OF PARAPETEL. 128.70

BOT. OF WINDOWLOUVER

EL. 115.53

99 9

11

ParapetEL. 150.50

Main LevelEL. 111.50

222120191817


EL. 108.20

TOP OF PRECASTCONCRETE PANEL

EL. 128.20

6 2

3

ADDITION

20' -

0"

6' - 8

"10

' - 8"

2' - 8

"

4


EQEQ

.

TYP3' - 4"2' - 8"

4' - 0

"A.

F.F.

7' - 4

"

8TYP

Grinder Room Slab 1EL. 109.00



EL. 115.53

7

6' - 0"

10

11

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2020 79

1/4" = 1'-0"

1/27/2

021 7

:56:00

AM A01.04

RK AM RS




BUILDING ELEVATIONS


13


CONTROL PLANT

REF:SCALE: 1/4" = 1'-0"A01.04

A01.02

1 NORTH ELEVATION

SCHEDULED DOOR AND FRAME.

PRECAST CONCRETE PANELS.

CAST IN PLACE CONCRETE. KNEE WALL SANDBLASTEDFINISH. SEE STRUCTURAL.

BRICK VENEER.

METAL PANEL.

SCHEDULED LOUVER.

CONTINUOUS ISOLATION JOINT WHERE WALL MEETS THEEXISTING BUILDING.

SEALANT JOINT BETWEEN CONCRETE PANELS.

8" BOLLARD. SEE CIVIL.

MASA ARCHITECTURAL CANOPIES - EXTRUDECK.

PRECAST CONCRETE COPING.

1

0 8'4'2'

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

REF:SCALE: 1/4" = 1'-0"A01.04

A01.02

2 SOUTH ELEVATION

2

3

4

5

6

GENERAL SHEET NOTES1. SEE A01.07 FOR SCHEDULES.

7

8

9

10


11

ParapetEL. 150.50


EL. 108.20

TOP OF PRECASTCONCRETE PANEL

EL. 128.20

1

2

3

46

5


2' - 8

"10

' - 8"

6' - 8

"

20' -

0"

TYP3' - 4"

4' - 0

"A.

F.F.

7' - 4

"

T.O. CONCRETE KNEEWALL

EL. 110.874'

- 8"

A.F.F

.7'

- 4"

13' -

4"



EL. 115.53

3' - 1

0"

777

88

6' - 0"

9

10

1A01.08

4A01.08

11

12

13

13

1414

1515

16

17

18

19

20

21

EXISTING EAST WASTE WATERCONDUIT TO EAST GRIT AREA

23

23

24 TYP

25

26 TYP

10"

27

5A01.08

A01.062

Sim

28

BEYOND

19

3' - 0

"

4A01.08

1A01.06

1A01.06

4' - 0

"

5' - 4"

14 13

26 TYP

27

28

5A01.08

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2020 79

1/4" = 1'-0"

1/27/2

021 7

:56:42

AM A01.05

RK AM RS




BUILDING ELEVATION AND SECTION


14


CONTROL PLANT

REF:SCALE: 1/4" = 1'-0"A01.05

A01.02

1 EAST ELEVATION

SCHEDULED LOUVER.

SCHEDULED DOOR AND FRAME.

PRECAST CONCRETE PANELS.

CAST IN PLACE CONCRETE. KNEE WALL SANDBLASTEDFINISH. SEE STRUCTURAL.

METAL PANEL.

BRICK VENEER.

SCHEDULED WINDOW.

OVERFLOW SCUPPER (TYP.)

MASA ARCHITECTURAL CANOPIES - EXTRUDECK.

PRECAST CONCRETE COPING.

0 8'4'2'

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

1

2

3

4

5

6

REF:SCALE: 1/4" = 1'-0"A01.05

A01.02

2 BUILDING SECTION

MEMBRANE ROOF WITH TAPERED INSULATION.

PRECAST HOLLOW CORE CONCRETE ROOF STRUCTURE,SEE STRUCTURAL.

CAST IN PLACE CONCRETE COLUMN, SEE STRUCTURAL.

HOLLOW METAL DOOR AND FRAME.

MASONRY WALL. SEE 2/A01.06.

OVERHEAD COILING DOOR.

8" BOLLARD, SEE CIVIL.

REVERSIBLE BELT CONVEYOR, SEE MECHANICAL.

DUMPSTER, SEE MECHANICAL.

DUMPSTER CONVEYOR, SEE MECHANICAL.

DUMPSTER CONVEYOR CONTROL PANEL, SEE MECHANICAL.

CONCRETE DRIVEWAY, SEE CIVIL.

CONCRETE SLAB ON GRADE, SEE STRUCTURAL.

CONCRETE GRADE BEAM, SEE STRUCTURAL.

EXISTING PRELIMINARY TREATMENT BUILDING.

TRENCH DRAIN, SEE MECHANICAL.

CONVEYOR WALL OPENING. REMOVE STRUCTURAL GLAZEDTILE, COMMON BRICK, AND FACE BRICK AS REQUIRED TOPROVIDE OPENING FOR BELT CONVEYOR.

REMOVE STRUCTURAL GLAZED TILE, COMMON BRICK, ANDFACE BRICK AS REQUIRED TO INSTALL NEW STEEL ANGLELINTELS. RESTORE WALL WITH SALVAGED MASONRYMATERIAL TO MATCH EXISTING CONSTRUCTION. SEE DETAIL3/A01.08

11

12

13

14

15

16

17

18

19

20

21

22

23

24

25

26

7

8

REF:SCALE: 1/4" = 1'-0"A01.05

A01.02

3 CONVEYOR WALL OPENING ELEVATION

27

28

9

CONSTRUCTION NOTES

10

FIRST FLOORPLAN

111' - 6"

SCREEN ROOMPARAPET

150' - 6"

CRANE GIRDER132' - 8 1/2"

TOP OF STEEL146' - 9 1/2"

CB

C

B

B C CB

FINISHED GRADE VARIES(VIF)

(VIF

)E

XS

T C

ON

C P

AR

AP

ET

(BR

ICK

MA

SO

NR

Y R

EP

AIR

S N

OT

IN

SC

OP

E)

EX

ST

BR

ICK

MA

SO

NR

Y V

EN

EE

R (

VIF

)

EXST CONCRETE ARCH (TYP)

BA

SE

WA

LL

(V

IF)

EX

ST

CO

NC

EXST BRICK MASONRY CONTROL JOINT (VIF)


EXST BRICK MASONRY EXPANSION JOINT (VIF)

EXST BRICK MASONRY EXPANSION JOINT (VIF)

B

C

C

C

C C

B

C C

A

B

B

C

C

C

FIRST FLOORPLAN

111' - 6"

SCREEN ROOMPARAPET

150' - 6"



NOT IN CONTRACT

(VIF

)E

XS

T C

ON

C P

AR

AP

ET

(BR

ICK

MA

SO

NR

Y R

EP

AIR

S N

OT

IN

SC

OP

E)

EX

ST

BR

ICK

MA

SO

NR

Y V

EN

EE

R (

VIF

)

A

EXST ELONGATED DOOR WAY (VIF)

B

BBB

B

FIRST FLOORPLAN

111' - 6"

SCREEN ROOMPARAPET

150' - 6"



NOT IN CONTRACT

B

(VIF

)E

XS

T C

ON

C P

AR

AP

ET

(BR

ICK

MA

SO

NR

Y R

EP

AIR

S N

OT

IN

SC

OP

E)

EX

ST

BR

ICK

MA

SO

NR

Y V

EN

EE

R (

VIF

)

A


B B

B

REF:SCALE: 3/16" = 1'-0"S01.03

S01.01

1 NORTH REPAIR ELEVATION

REF:SCALE: 3/16" = 1'-0"S01.03

S01.01

2 SOUTH REPAIR ELEVATION - WEST END

REF:SCALE: 3/16" = 1'-0"S01.03

S01.01

3 SOUTH REPAIR ELEVATION - EAST END

0

3/16" = 1'-0"

10'6'2' 4'

SCALE:

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2021 79

SCREENING COLLECTION AND CONVEYANCE

IMPROVEMENTS WORK NO. 73084

As indicated

1/22/2

021 1

:42:08

PM S01.03

RMP MAW MP


PRELIMINARY TREATMENT BUILDING- FACADE ELEVATIONS


CONTROL PLANT

PRELIMINARY TREATMENT BUILDING FACADE REPAIR SCOPE OF WORK KEY NOTES:

ALL SCOPE ITEMS LABELED AS X ON THE DRAWINGS REFER TO THESE SCOPE OF WORK SUMMARIES.

SEE SPECIFICATIONS, PLANS AND DETAILS FOR ADDITIONAL REQUIREMENTS FOR EACH SCOPE OF WORK.

A. SOUND ALL EXPOSED EXTERIOR SURFACES OF THE CONCRETE PARAPET WALL AND CONCRETE BEAM ABOVE ROLL-UP DOORSCOPE INCLUDES:• VISUALLY OBSERVE AND PERFORM SOUNDINGS ON ALL EXPOSED, EXTERIOR SURFACES OF THE CONCRETE ELEMENTS. • IDENTIFY AND MARK ALL DISCOVERED AREAS OF SPALLING, DELAMINATED, HOLLOW-SOUNDING AND/OR DETERIORATED

CONCRETE. • REVIEW OBSERVED AND MARKED CONDITIONS WITH THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH THE

REPAIRS.REFERENCE:• ALL AREAS OF REPAIR IDENTIFIED ON THE DRAWINGS WITH THIS SCOPE OF WORK LETTER. BASE BID QUANTITY:• ALL EXPOSED, EXTERIOR CONCRETE PARAPET AND CONCRETE BEAM SURFACE AREAS SHOWN ON ELEVATIONS AND

DENOTED WITH THE SCOPE OF WORK.

B. CONCRETE SPALL REPAIR SCOPE INCLUDES:• AT IDENTIFIED AREAS OF CONCRETE SCHEDULED FOR REPAIR, SELECTIVELY DEMOLISH CONCRETE DOWN TO SOUND

SUBSTRATE. • REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE A SQUARE REPAIR REGION WITH A MINIMUM THICKNESS AS

REQUIRED BY THE REPAIR MATERIAL. • PREPARE THE CONCRETE SUBSTRATE PER THE REPAIR MATERIAL MANUFACTURER REQUIREMENTS AND COAT WITH AN

EPOXY MODIFIED BONDING AGENT. • PATCH CONCRETE WITH POLYMER-MODIFIED, CEMENTITIOUS PATCHING MORTAR PER MANUFACTURER'S

RECOMMENDATIONS. PATCHING MORTAR TO MATCH EXISTING CONCRETE IN COLOR AND TEXTURE. REFERENCE:• ALL AREAS OF REPAIR IDENTIFIED ON THE DRAWINGS AS AND WITH THIS SCOPE OF WORK LETTER

AND AS IDENTIFIED AND APPROVED FOR REPAIR BY THE ENGINEER AND OWNER DURING COMPLETION OF SCOPE OF WORK A.

BASE BID QUANTITY:• PROVIDE UNIT PRICE FOR THIS SCOPE OF WORK• ASSUME 150 SF (4" DEPTH OF CONCRETE SPALL)

C. CONCRETE CRACK REPAIR: EPOXY INJECTION METHODSCOPE INCLUDES:• CLEAN AND PREPARE SUBSTRATES FOR APPLICATION OF EPOXY INJECTION REPAIRS PER THE MANUFACTURER'S

WRITTEN INSTRUCTIONS. • INSTALL INJECTION PORTS AND SEAL CRACKS WITH A HIGH STRENGTH STRUCTURAL EPOXY PRIOR TO BEING INJECTED

PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. • INJECT CRACKS WITH A MOISTURE TOLERANT STRUCTURAL EPOXY ADHESIVE. BASE BID QUANTITY:• PROVIDE UNIT PRICE FOR THIS SCOPE OF WORK ITEM.• SEE PLAN AND ELEVATIONS FOR AREAS GRAPHICALLY SHOWN AS AND DENOTED WITH THIS SCOPE OF

WORK SUMMARY NUMBER. • ASSUME 200 LF OF CONCRETE SLAB CRACK REPAIR. ASSUME THE CRACKS TO BE 1/4" THICK WITH AN ASSUMED DEPTH OF

12".

GENERAL REMEDIATION NOTES:

1. THE PROJECT SCOPE FOR THE FACADE REPAIRS IS LIMITED TO THE EXPOSED SURFACES OF THE CONCRETE PARAPET WALLS. 2. THE REPAIR AREAS INDICATED ON THE DRAWINGS ARE GENERALIZED GRAPHICAL DEPICTIONS OF THE DEFICIENCIES NOTED AT

THE TIME OF VISUAL OBSERVATIONS. THESE REPAIR AREAS SHOULD BE VERFIED IN THE FIELD. 3. THE BASE BID SCOPE OF WORK INCLUDES ALL WORK DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS, INCLUDING BUT NOT

LIMITED TO ALL ITEMS GRAPHICALLY DEPICTED ON THE DRAWINGS, ALL ITEMS DESCRIBED IN THE SCOPE OF WORK KEY NOTES AND THE FULL AMOUNTS OF ALL BASE BID QUANTITIES INDICATED.

4. THE BASE BID SCOPE OF WORK DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF IDENTIFYING SIMILAR UNMARKED CONDITIONS AND PERFORMING APPROVED REPAIRS IN EXCESS OF THE AMOUNTS INDICATED. THE "SCOPE OF WORK KEY NOTES" DESCRIPTIONS ARE PROVIDED TO AID THE CONTRACTOR IN IDENTIFYING SIMILAR CONDITIONS. ANY SIMILAR CONDITIONS DISCOVERED BY THE CONTRACTOR SHALL BE IMMEDIATELY IDENTIFIED TO THE ENGINEER FOR APPROPRIATE CONSULTATIONS WITH THE OWNER PRIOR TO THE START OF ADDITIONAL WORK. PRIOR TO PROCEEDING WITH WORK NOT GRAPHICALLY SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER FOR AUTHORIZATION TO PROCEED.

5. THE CONTRACTOR SHALL PROVIDE UNIT PRICES ON THE BID FORM CORRESPONDING TO EACH SCOPE OF WORK ITEM THAT INDICATES TO PROVIDE A UNIT PRICE. THE UNIT PRICES SHALL BE ALL INCLUSIVE OF GENERAL CONDITIONS, PREPARATION OF SUBSTRATES, SCAFFOLDING, CONSTRUCTION AND TESTING COSTS REQUIRED TO COMPLETE THE WORK DESCRIBED.

6. THE CONTRACTOR SHALL MAINTAIN DAILY WRITTEN QUANTITIY RECORDS CORRESPONDING TO EACH BASE BID QUANTITY INDICATED FOR EACH SCOPE OF WORK KEY. RECORDS SHALL BE REPORTED TO THE OWNER AND ENGINEER WEEKLY FOR THE PURPOSES OF PROGRESS MONITORING AND APPROVAL OF SIMILAR CONDITIONS DISCOVERED BY THE CONTRACTOR IN THE FIELD.

7. ENGAGE A REPRESENTATIVE FROM THE MANUFACTURER FOR EACH PRODUCT TO BE UTILIZED PRIOR TO THE START OF WORK TO EVALUATE FIELD CONDITIONS AND MAKE PROJECT SPECIFIC RECOMMENDATIONS. POWERWASH AND PROVIDE CLEAN AND SOUND SURFACE FREE OF DIRT, DUST, OIL, GREASE, EFFLORESCENCE OR EXISTING COATINGS FROM CONCRETE BY STEAM CLEANING, WATERBLASTING OR SLIGHTLY SANDBLASTING. FOLLOW MANUFACTURE'S WRITTEN INSTRUCTIONS WHERE REQUIRED.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR TO ANY SIDEWALKS, LAWN, TREES, PAVING, AND OTHER IMPROVEMENTS DISTURBED OR DAMAGED BY CONSTRUCTION OR DEMOLITION ACTIVITIES PROPOSED HEREIN.

9. FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROVIDE OVERHEAD PROTECTION AS REQUIRED TO PROVIDE SAFE EGRESS FROM EXTERIOR DOORS AND ROLL-UP DOORS AS REQUIRED.

25

1/8/2021

FIRST FLOORPLAN

111' - 6"

UNLOADINGROOM

107' - 2"

SCREEN ROOMPARAPET

150' - 6"


TOP OF STEEL146' - 9 1/2"B

C

A

A



EXST CONCRETE BEAM ABOVE ROLL-UP DOOR (VIF)

(VIF

)E

XS

T C

ON

C P

AR

AP

ET

(BR

ICK

MA

SO

NR

Y R

EP

AIR

S N

OT

IN

SC

OP

E)

EX

ST

BR

ICK

MA

SO

NR

Y V

EN

EE

R (

VIF

)


FINISHED GRADE VARIES (VIF)

B

C

B

CB B

B

B

C

B

FIRST FLOORPLAN

111' - 6"

SCREEN ROOMPARAPET

150' - 6"



EXTENTS OF NEW DUMPSTER BAY ADDITION

B

B

C

A

(VIF

)E

XS

T C

ON

C P

AR

AP

ET

(BR

ICK

MA

SO

NR

Y V

EN

EE

R N

OT

IN

SC

OP

E)

EX

ST

BR

ICK

MA

SO

NR

Y V

EN

EE

R (

VIF

)

B

B

FINISHED GRADE VARIES (VIF)



B

EXISTING CONDITION SHOWING CONCRETE SPALL AND CRACK, DEMO & PREP

SP

AL

L (

VIF

)

EX

ST

CO

NC

RE

TE

EXST REINFORCING (TYP)

REMOVE ADDITIONAL CONCRETE MATERIAL AS REQ'D TO PROVIDE SQUARED-OFF REPAIR AREA

EMBEDDED REBAREXPOSE 1" MIN BEHIND

PREPARE AND COAT EXPOSED REBAR AND CONCRETE WITH BONDING AGENT

EXST ROOF SLAB

REMOVE LOOSE AND SPALLING CONCRETE TO SOUND MATERIAL

ROUT-OUT CONCRETE CRACK TO A DEPTH AND WIDTH REQ'D BY THE REPAIR MATERIAL MANUFACTURER

EX

TE

NT

S O

F E

XP

OS

ED

CO

NC

RE

TE

PA

RA

PE

T S

UR

FA

CE

EXST CONCRETE CRACK (VIF)

REPAIRED CONDITION SHOWING PATCHING MORTAR AND COATING

SP

AL

L (

VIF

)

EX

ST

CO

NC

RE

TE

EXST REINFORCING (TYP)

REMOVE ADDITIONAL CONCRETE MATERIAL AS REQ'D TO PROVIDE SQUARED-OFF REPAIR AREA

APPLY CORROSION INHIBITING IMPREGNATION COATING AND HIGH PERFORMANCE, ANTI-CARBONATION COATING PER MANUFACTURER WRITTEN RECOMMENDATION. EXTEND COATING 6" BEYOND PATCHING MORTAR EXTENTS ON ALL SIDES.EXST ROOF SLAB

PATCH CONCRETE AREA WITH POLYMER MODIFIED CEMENTITIOUS PATCHING MORTAR

APPLY CEMENTITIOUS PATCHING MORTAR PER MANUFACTURERS WRITTEN RECOMMENDATIONS

EXST CONCRETE CRACK (VIF)

6"

(TY

P)

EXTENTS OF CONCRETE SOUNDING PER SCOPE OF WORK A

EXTENTS OF CONCRETE SOUNDING PER SCOPE OF WORK A

EXST CONCRETE BEAM ABOVE ROLL-UP DOOR (VIF)

EXST CONCRETE PARAPET WALL (VIF)

REF:SCALE: 3/16" = 1'-0"S01.04

S01.01

1 WEST REPAIR ELEVATION

REF:SCALE: 3/16" = 1'-0"S01.04

S01.01

2 EAST REPAIR ELEVATION

26

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2021 79



As indicated

1/22/2

021 1

:42:08

PM S01.04

RMP MAW MP


PRELIMINARY TREATMENT BUILDING- FACADE ELEVATIONS


CONTROL PLANT

SCALE: 3/4" = 1'-0"S01.044 TYPICAL CONCRETE SPALL REPAIR DETAIL

SCALE: 3/4" = 1'-0"S01.045 TYPICAL SECTION SHOWING CONCRETE SOUNDING EXTENTS

PRELIMINARY TREATMENT BUILDING FACADE REPAIR SCOPE OF WORK KEY NOTES:

ALL SCOPE ITEMS LABELED AS # ON THE DRAWINGS REFER TO THESE SCOPE OF WORK SUMMARIES.

SEE SPECIFICATIONS, PLANS AND DETAILS FOR ADDITIONAL REQUIREMENTS FOR EACH SCOPE OF WORK.

A. SOUND ALL EXPOSED EXTERIOR SURFACES OF THE CONCRETE PARAPET WALL AND CONCRETE BEAM ABOVE ROLL-UP DOORSCOPE INCLUDES:• VISUALLY OBSERVE AND PERFORM SOUNDINGS ON ALL EXPOSED, EXTERIOR SURFACES OF THE CONCRETE ELEMENTS. • IDENTIFY AND MARK ALL DISCOVERED AREAS OF SPALLING, DELAMINATED, HOLLOW-SOUNDING AND/OR DETERIORATED

CONCRETE. • REVIEW OBSERVED AND MARKED CONDITIONS WITH THE ENGINEER AND OWNER PRIOR TO PROCEEDING WITH THE

REPAIRS.REFERENCE:• ALL AREAS OF REPAIR IDENTIFIED ON THE DRAWINGS WITH THIS SCOPE OF WORK LETTER. BASE BID QUANTITY:• ALL EXPOSED, EXTERIOR CONCRETE PARAPET AND CONCRETE BEAM SURFACE AREAS SHOWN ON ELEVATIONS AND

DENOTED WITH THE SCOPE OF WORK.

B. CONCRETE SPALL REPAIR SCOPE INCLUDES:• AT IDENTIFIED AREAS OF CONCRETE SCHEDULED FOR REPAIR, SELECTIVELY DEMOLISH CONCRETE DOWN TO SOUND

SUBSTRATE. • REMOVE ADDITIONAL CONCRETE AS REQUIRED TO PROVIDE A SQUARE REPAIR REGION WITH A MINIMUM THICKNESS AS

REQUIRED BY THE REPAIR MATERIAL. • PREPARE THE CONCRETE SUBSTRATE PER THE REPAIR MATERIAL MANUFACTURER REQUIREMENTS AND COAT WITH AN

EPOXY MODIFIED BONDING AGENT. • PATCH CONCRETE WITH POLYMER-MODIFIED, CEMENTITIOUS PATCHING MORTAR PER MANUFACTURER'S

RECOMMENDATIONS. PATCHING MORTAR TO MATCH EXISTING CONCRETE IN COLOR AND TEXTURE. REFERENCE:• ALL AREAS OF REPAIR IDENTIFIED ON THE DRAWINGS AS AND WITH THIS SCOPE OF WORK LETTER

AND AS IDENTIFIED AND APPROVED FOR REPAIR BY THE ENGINEER AND OWNER DURING COMPLETION OF SCOPE OF WORK A.

BASE BID QUANTITY:• PROVIDE UNIT PRICE FOR THIS SCOPE OF WORK• ASSUME 150 SF (4" DEPTH OF CONCRETE SPALL)

C. CONCRETE CRACK REPAIR: EPOXY INJECTION METHODSCOPE INCLUDES:• CLEAN AND PREPARE SUBSTRATES FOR APPLICATION OF EPOXY INJECTION REPAIRS PER THE MANUFACTURER'S

WRITTEN INSTRUCTIONS. • INSTALL INJECTION PORTS AND SEAL CRACKS WITH A HIGH STRENGTH STRUCTURAL EPOXY PRIOR TO BEING INJECTED

PER THE MANUFACTURER'S WRITTEN INSTRUCTIONS. • INJECT CRACKS WITH A MOISTURE TOLERANT STRUCTURAL EPOXY ADHESIVE. BASE BID QUANTITY:• PROVIDE UNIT PRICE FOR THIS SCOPE OF WORK ITEM.• SEE PLAN AND ELEVATIONS FOR AREAS GRAPHICALLY SHOWN AS AND DENOTED WITH THIS SCOPE OF

WORK SUMMARY NUMBER. • ASSUME 200 LF OF CONCRETE SLAB CRACK REPAIR. ASSUME THE CRACKS TO BE 1/4" THICK WITH AN ASSUMED DEPTH OF

12".

0

3/16" = 1'-0"

10'6'2' 4'

SCALE:

0

3/4" = 1'-0"

1' 3'2'

SCALE:

1/8/2021

MICROPILE (TYP)(SEE PLAN)

CONCRETE GRADE BEAM (TYP)(SEE PLAN)

CONCRETE COLUMN (TYP)(SEE PLAN)CONCRETE BEAM (TYP)

(SEE PLAN)

CONCRETE HOLLOW CORE PLANK (TYP)(SEE PLAN)

DUMPSTER CONVEYOR RAIL (SEE MECH)

DUMPSTER CONVEYOR IDLER STATION (SEE MECH)

DUMPSTER (SEE MECH)

DUMPSTER CONVEYOR DRIVE STATION(SEE MECH)

REVERSIBLE BELT CONVEYOR (SEE MECH)

TRENCH DRAIN (TYP)

CONCRETE GRADE BEAM BEYOND (SEE PLAN)

CONCRETE SLAB (SEE PLAN)

CONCRETE KNEE WALL (TYP)(SEE PLAN)

CMU WALL (SEE PLAN)

8" CMU PARAPET WALL (TYP)

10" CMU WALL (TYP)

STEEL FRAME WALKWAY PLATFORM AND RAILING(SEE PLAN)

NEW OPENING FOR CONVEYOR BELT. (SEE DETAIL 8/S01.10)

NEW OPENING FOR DOORWAY

CONCRETE CURB (SEE PLAN)

CONCRETE BEAM BEYOND (SEE PLAN) (TYP)

MICROPILE (TYP)(SEE PLAN)

CONCRETE GRADE BEAM (TYP)(SEE PLAN)

CONCRETE GRADE BEAM BEYOND (SEE PLAN)

EXST CONCRETE WALL (VIF)

EXST CONCRETE MAT FOUNDATION (VIF)

CONCRETE COLUMN BEYOND(SEE PLAN)

CONCRETE BEAM(SEE PLAN)

DUMPSTER CONVEYOR RAIL (SEE MECH) TYP

CONCRETE SLAB (SEE PLAN)

CONCRETE HOLLOW CORE PLANK (TYP)(SEE PLAN)

DUMPSTER (SEE MECH)

REVERSIBLE BELT CONVEYOR (SEE MECH)

CONCRETE KNEE WALL (SEE PLAN)

CMU WALL (SEE PLAN)

FACE OF EXST MULTI WYTHE MASONRY WALL (VIF)

STEEL FRAME WALKWAY PLATFORM AND RAILING

PRECAST PANEL (SEE ARCH)

BRICK VENEER (SEE ARCH)

REF:SCALE: 3/8" = 1'-0"S01.08

S01.06

1 SECTION

REF:SCALE: 3/8" = 1'-0"S01.08

S01.06

2 SECTION

30

0

3/8" = 1'-0"

1' 2' 3' 5'

SCALE:

Drawing No.

Scale:

Date:

Des: Drawn: Check:

Sheet of

SIGNATURE

GRAPHIC SCALES

KEY PLAN

REVISIONS

CLIENT INFORMATION


JANUARY 2021 79



3/8" = 1'-0"

1/22/2

021 1

:42:09

PM S01.08

RMP MAW MP


EAST DUMPSTER BAY - BUILDINGSECTIONS


CONTROL PLANT

1/8/2021

Drawing No.

Scale:Date:Des: Drawn: Check:

Sheet of 2

SUBMITTAL

GRAPHIC SCALES

KEY PLAN

REVISIONS

SCREENING COLLECTIONAND CONVEYANCEIMPROVEMENTS

WORK NO. 73084




CLIENT INFORMATION

OCTOBER 2021

Whitman, Requardt & Associates, LLP1500 Market Street, 12th Floor, East Tower, Philadelphia, Pennsylvania 19102

TPECTRANS-PACIFICENGINEERING CORP.2300 Computer Avenue, Suite L-65,Willow Grove, PA 19090

Tel: 215-659-2490Fax: 215-659-2702www.tpeceng.com

12

34

5678 9

10

11 12 131415

17

1618

2019

2122 23 2425

26

8200 Enterprise Ave, Photos taken on 10/4/2021 and 10/21/2021 Philadelphia, Pennsylvania Philadelphia Art Commission

1. Southwest view of the SWWPCP PTB near the North Plant gate access, along South Road.

2. Southwest view facing the Influent Pumping Station Building.


3. View of the North Plant Access Gate, facing South Road.

4. Western view of the Influent Pumping Station Building.


5. Northwestern view of the Influent Pumping Station Building and elevated steal beam lift

system.

6. Southwestern view of the Preliminary Treatment Facility Building.


7. Southwestern view of the Preliminary Treatment Facility Building (left), Fleet

Management Property (center), and the Influent Pumping Station Building (right).

8. Southwestern view of the Preliminary Treatment Facility Building (left), Fleet

Management Property (center), and the Influent Pumping Station Building (right)


9. Southeastern view of the Preliminary Treatment Facility.

10. Northeastern view of the vegetation screening between SR 291 and South Road.


11. Southeastern view of the vegetation screening along South Road facing the South West

Water Pollution Control Plant.

12. Northeastern view of South Road facing the South West Water Pollution Control Plant

showing vegetation screening in front of the Preliminary Treatment Building.


13. Southeastern view of equipment owned by Philadelphia Gas Works (PGW) along South

Road.

14. Southeastern view of equipment owned by Philadelphia Gas Works (PGW) along South

Road.


15. Eastern view of the South West Water Pollution Control Plant along South Road.

16. Eastern view of the Preliminary Treatment Building along South Road.



20. Eastern view of the Preliminary Treatment Building along South Road. North Plant Access

is shown on the right side of the road.


21. Screening immediately across from the North Plant Access Gate on South Road.

22. Southeastern view of the Grit Transfer Facility (left), Influent Pumping Station Building

middle), and Preliminary Treatment Building (right) from South Road.


23. Northeastern view along South Road showing vegetative screening to the left.

24. Southwestern view along South road showing vegetative screening to the right.


25. Southwestern view of the Preliminary Treatment Building and Influent Pumping Station.

26. Eastern view towards the intersection of South Rd and Bartram Ave.

Drawing No.

Scale:Date:Des: Drawn: Check:

Sheet of 2

SUBMITTAL

GRAPHIC SCALES

KEY PLAN

REVISIONS

SCREENING COLLECTIONAND CONVEYANCEIMPROVEMENTS

WORK NO. 73084




CLIENT INFORMATION

OCTOBER 2021

Whitman, Requardt & Associates, LLP1500 Market Street, 12th Floor, East Tower, Philadelphia, Pennsylvania 19102

TPECTRANS-PACIFICENGINEERING CORP.2300 Computer Avenue, Suite L-65,Willow Grove, PA 19090

Tel: 215-659-2490Fax: 215-659-2702www.tpeceng.com

LEGEND:

COMMUNITY MIXED USE

INDUSTRIAL USE

AIRPORT / INDUSTRIAL

SOUTHWEST WATER POLLUTION CONTROL PLANT

PROJECT SITE

TRANS-PACIFIC ENGINEERING CORP

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