SHADED AREA ARE BUILDGS

IN SCOPE OF WORK

LEGEND

331 MONTGOMERY AVE

BALA CYNWYD, PA 19144

CONVERSE

WINKLER

ARCHITECTURE

REV DATE DESCRIPTION

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

CS0.10

COVER SHEET

CW-2301

09/15/2025

BAXTER WATER TREATMENT PLANT

BUILDING IMPROVEMENTS PROJECT

SIGNATURES

SIGNATURES

SIGNATURES

DELAWARE

RIVER

RETENTION

POND

SEDIMENTATION

BASIN

MIXING

BASIN

MIXING

BASIN

SEDIMENTATION

BASIN

FILTER

BUILDING

PRE-TREATMENT

CHEMICAL BUILDING

POST-TREATMENT

BUILDING

INTAKE

BUILDING

DRAWING LIST LOCATION MAP SITE PLAN

SHEET NO. SHEET NAME

CS0.10 COVER SHEET

G0.10 GENERAL INFORMATION & NOTES

G1.10 CONTRACTOR STAGING PLAN

A1.10 FILTER BLDG & GROUNDS OVERALL PLAN

A1.11 FILTER BLDG PART PLAN LEVEL 1

A1.12 FILTER BLDG COMPLEX PLANS & DETAILS

A1.20 PRE-TREATMENT BLDG - 1ST FLOOR & BASEMENT PLANS

A1.21 PRE-TREATMENT BLDG - 2ND FLOOR PLAN

A1.22 PRE-TREATMENT BLDG - 2ND FLR BREAK RM ENLARGED PLANS & ELEVS

A1.23 PRE-TREATMENT BLDG - 3RD, 4TH & 5TH FLOOR PLANS

A1.24 PRE-TREATMENT BLDG - 2ND FLR REFLECTED CEILING PLAN

A1.30 INTAKE BLDG - FLOOR PLAN

A1.40 MAINTENANCE & ELEC SHED - FLOOR PLANS

A1.50 POST TREATMENT BLDG - 1ST FLR PLAN

AD2.20 PRE-TREATMENT BLDG - DEMOLITION ELEVATIONS

AD2.21 PRE-TREATMENT BLDG - DEMOLITION ELEVATIONS

AD2.30 INTAKE BUILDING - DEMOLITION ELEVATIONS

AD2.40 MAINTENANCE & ELEC SHED - DEMOLITION ELEVATIONS

AD2.50 POST-TREATMENT BLDG - DEMOLITION ELEVATIONS

A2.20 PRE-TREATMENT BLDG - ELEVATIONS

A2.21 PRE-TREATMENT BLDG - ELEVATIONS

A2.30 INTAKE BUILDING - ELEVATIONS

A2.40 MAINTENANCE & ELEC SHED - ELEVATIONS

A2.50 POST-TREATMENT BLDG - ELEVATIONS

A5.10 DOOR & FLOOR HATCHES SCHEDULE, TYPES & DETAILS

A5.20 WINDOW & STOREFRONT TYPES

A5.30 OPENING DETAILS

A5.31 OPENING DETAILS

A5.32 OPENING DETAILS & DETAILS

SITE

ELECTRICAL SHED

BUILDING

MAINTENANCE

SHED BUILDING

SAMUEL S. BAXTER WATER TREATMENT PLANT

9001 State Rd.

Philadelphia, PA 19136

GENERAL CONSTRUCTION - WORK NO. 61103

ARCHITECTURAL DRAWINGS

MEP DRAWINGS

E0.00 ELECTRICAL COVER SHEET

E3.00 ELECTRICAL NEW WORK PLANS

M0.00 MECHANICAL COVER SHEET

M2.00 MECHANICAL DEMO PLAN

M3.00 MECHANICAL NEW WORK PLANS

P0.00 PLUMBING COVER SHEET

P3.00 PLUMBING NEW WORK PLANS

PWD GENERAL MANAGER, PLANNING & ENGINEERING

PWD WATER COMMISSIONER

CONVERSE WINKLER ARCHITECTURE

RAMBOLL AMERICAS ENGINEERING SOLUTIONS

EARTH

GYPSUM / PLASTER

PLYWOODCONCRETE

MASONRY - BRICK

FINISH WOOD

STEEL

RIGID INSULATION

CRUSHED STONE

ROUGH

CONTINUOUS WOOD

DISCONTINUOUS

WOOD BLOCKING

ALUMINUMMASONRY - CMU

BATT INSULATION

MASONRY / STONE

FIRE STOPPING &

FIRE SAFING

PATTERNS

SEALANT &

BACKER ROD

FIBER REINFORCED

CONCRETE

A101

SIM

DOOR NUMBER

COLUMN GRID

KEY NOTE

SPOT ELEVATION TAG

NORTH ARROW

WALL SECTION

DETAIL SECTION

DETAIL CALL OUT #

Room name ROOM TAG

EXTERIOR ELEVATION

INTERIOR ELEVATION

3'-6"

DIMENSION

A#### #

A###

A101

BUILDING SECTION

A101

LEVELS

LEVEL NAME

ELEVATION

WALL TYPE #

WINDOW/PANEL TYPE #

N

A101

SIM

0'16' 16'

SCALE: 1/16" = 1'-0"

GRAPHIC SCALE

MATCHLINE

SYMBOLS

TOILET ACCESSORY TAG #

NEW DOOR

EXISTING DOOR

TO REMAIN

NEW WALL

EXISTING WALL

DEMOLISHED WALL

AFF ABOVE FINISHED FLOOR

AL ALUMINUM

AOR ARCHITECT OF RECORD

ASPH ASPHALT

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOT BOTTOM OF

BRC BRICK COURSE

BSMT BASEMENT

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR CENTER LINE

COL COLUMN

CONC CONCRETE MASONRY UNIT

CONFIG CONFIGURATION

CONST CONSTRUCTION

CONT CONTINUE (OUS)

COORD COORDINATE

DIA DIAMETER

DIM DIMENSION

DN DOWN

DTL DETAIL

DWG DRAWING

EA EACH

EC ELECTRICAL CONTRACTOR

EL ELEVATION

ELEC ELECTRICAL CONTRACTOR

EP ELECTRICAL PANEL

EQ EQUAL

EXH EXHAUST

EXIST, EX, (E) EXISTING

EJ, EXP JT EXPANSION JOINT

EXT EXTERIOR

ETR EXISTING TO REMAIN

EXT EXTERIOR

F FIXED

FD FLOOR DRAIN

FDN FOUNDATIONS

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF FINISH FLOOR

FFE FURNITURE FIXTURES EQUIPMENT

FLR FLOOR(ING)

FT FOOT

FTR FIRE TREATED

GA GAUGE, GAGE

GALV GALVANIZED

GEN GENERAL

GC GENERAL CONTRACTOR

GL GLASS

GRB GRADE BEAM

GWB GYPSUM WALL BOARD

H HIGH, HEIGHT

HB HOSE BIB

HCP HANDICAPPED

HDWR HARDWARE

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR

HVAC HEATING, VENTILATION & AIR

CONDITIONING

INCL INCLUDE, (D), (ING)

INSUL INSULATION

INT INTERIOR

JT JOINT

LAV LAVATORY

LAV LIGHT FIXTURE, LINEAR FEET

LT WT LIGHT WEIGHT

MATL MATERIAL

MAX MAXIMUM

MC MECHANICAL CONTRACTOR

MECH MECHANICAL

MEMB MEMBRANE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OPP OPPOSITE

OZ OUNCE

PAV PAVING

PC PLUMBING CONTRACTOR

PLAT PLATFORM

PLUM PLUMBING CONTRACTOR

P.O. PROJECT-OUT

PORTCEMT PORTLAND CEMENT

PR PAIR

PRE-FAB PREFABRICATE(D)

PREFIN PREFINISH(ED)

PRT PRESSURE TREATED

PT POINT

PT PAINTED

PTN PARTITIONS

PWD PLYWOOD

R RADIUS OR RISER

RD ROOF DRAIN

RECOM RECOMMENDED

REF REFERENCE

REQD REQUIRED

RM ROOM

RND ROUND

RO ROUGH OPENING

RWC RAINWATER CONDUCTOR

SCHED SCHEDULE

SIM SIMILAR

SPEC SPECIFICATIONS

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STOR STORAGE

STRUCT STRUCTURAL

SUSP SUSPEND(ED)

T TREAD

T&G TONGUE AND GROOVE

TEL TELEPHONE

THK THICK

TO TOP OF

TYP TYPICAL

UV UNIT VENTILATOR

VAR VARIES

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

W/ WITH

WD WOOD

WNDW WINDOW

WO WINDOW OPENING

ABBREVIATIONS & ACRONYMS

DEMOLITION GENERAL NOTES

THE FOLLOWING NOTES APPLY TO ALL DEMO DRAWINGS

1. WORK INCLUDES WINDOW AND DOOR REPLACMENT IN MULTIPLE BUILDINGS. SCOPE OF WORK IS DESCRIBED IN PLANS AND ELEVATIONS. WHERE REPLACEMENT OF DOORS AND WINDOWS IS EXTENSIVE, DEMO ELEVATIONS AND CONSTRUCTION ELEVATIONS ARE PROVIDED. PLANS REFER TO BOTH DEMO AND CONSTRUCTION SCOPE. REPORT ALL DISCREPANCIES BETWEEN DEMO ELEVATIONS AND CONSTRUCTION

ELEVATIONS OR BETWEEN ELEVATIONS AND PLANS TO THE ARCHITECT IMMEDIATELY.

2. SCOPE OF WORK ALSO INCLUDED REPAIRS TO FACADE MATERIALS AND EXTERIOR WALLS INCLUDING MASONRY REPAIRS, FLASHING REPAIR, THE REFURBISHMENT OR REPLACMENT OF FACADE-SUPPORTING

STEEL INCLUDING LINTELS, PLATES, AND OPENING-SPANNING BEAMS.

3. DETAIL DRAWINGS DESCRIBE BOTH REPAIRS TO FACADE/EXTERIOR WALLS AND WINDOW/DOOR REPLACMENT AS APPRORIATE. PHASE WORK IN A LOGICAL MANNER TO ALLOW COMPLETION OF ALL NECESSARY TASKS

WITHOUT REDOING WORK.

4. NO WINDOW REPLACMENT AT FILTER BUILDING IS PLANNED AS PART OF THE BASE SCOPE OF WORK.

EXISTING WINDOWS AT FILTER BUILDING TO REMAIN.

5. INTERIOR AND EXTERIOR SCOPE OF WORK IN ADDITION TO FACADE/EXTERIOR WALL REPAIRS AND DOOR AND

WINDOW REPLACEMENT IS DESCRIBED IN THE DRAWINGS.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.

7. NOT ALL DEMOLITION WORK REQUIRED IS REFERENCED IN ARCHITECTURAL DRAWINGS. COORDINATE ALL

DEMO WORK WITH REQUIREMENTS OF DEMO/ NEW CONSTRUCTION, ALL TRADES.

8. ALL EXISTING ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

9. FOR SALVAGED ITEMS COORDINATE WITH OWNER FOR STORAGE.

10. KEY NOTES ARE TYPICAL FOR ALL SIMILAR SHOWN ITEMS UNLESS OTHERWISE NOTED.

11. CLEAN/ PATCH/ REPAIR/ FINISH OF ALL SURFACES TO REMAIN AT LOCATIONS OF DEMOLITION/ MATERIAL

REMOVAL.

12. DEMOLITION DEFINITIONS:

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS

INDICATED TO BE SALVAGED.

• REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION IN A MANNER TO PREVENT DAMAGE AND DELIVER TO USING AGENCY READY TO REUSE OR STORE AS INDICATED ON DRAWINGS.

INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT ELSEWHERE.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE

NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND

REINSTALLED.

SUBMITTAL & SHOP DRAWING REQUIREMENTS

1. THE CONTRACTOR SHALL SUBMIT FOR REVIEW BY THE ARCHITECT AND THE ENGINEER ALL INFORMATION

REQUIRED BY THE CONTRACT DOCUMENTS, INCLUDING THE SPECIFICATIONS.

2. SHOP DRAWINGS SHALL BE PREPARED, SUBMITTED AND REVIEWED PRIOR TO PROCEEDING WITH

FABRICATION AND/OR INSTALLATION OF THE ASSOCIATED WORK.

3. REPRODUCTION OF ANY PORTION OF THE CONTRACT DRAWINGS FOR RESUBMITTAL AS SHOP DRAWINGS IS PROHIBITED. SHOP DRAWINGS PRODUCED IN SUCH A MANNER WILL BE REJECTED AND RETURNED.

4. SHOP DRAWINGS SUBMITTED FOR REVIEW SHALL BEAR THE CONTRACTOR'S STAMP OF APPROVAL WHICH SHALL CONSTITUTE CERTIFICATION THAT THE CONTRACTOR HAS VERIFIED ALL CONSTRUCTION CRITERIA, DIMENSIONS, MATERIALS, AND SIMILAR DATA AND HAS CHECKED EACH DRAWING FOR COMPLETENESS, COORDINATION, AND COMPLIANCE WITH THE CONTRACT DOCUMENTS. THE CONTRACTOR'S REVIEW INCLUDES BUT IS NOT LIMITED TO VERIFICATION & COORDINATION OF ACTUAL FIELD CONDITIONS, INCLUDING ACTUAL DIMENSIONS, ANCHORAGES, OPENINGS, SLEEVES, ETC., FOR THE ASSEMBLY AND ADJACENT

CONDITIONS AS APPLY.

5. THE CONTRACTOR SHALL SUBMIT, FOR REVIEW, DRAWINGS AND CALCULATIONS FOR ALL PERFORMANCE ASSEMBLIES IDENTIFIED IN THE DRAWINGS AND SPECIFCATIONS AND LISTED BELOW. THE DESIGN OF THESE ASSEMBLIES IS THE RESPONSIBILITY OF THE CONTRACTOR'S ENGINEER REGISTERED IN THE PROJECT'S JURISDICTION. ALL SUBMITTALS SHALL BEAR CONTRACTOR'S ENGINEER'S SEAL AND SIGNATURE. REVIEW SHALL BE FOR GENERAL CONFORMANCE WITH THE PROJECT REQUIREMENTS AS INDICATED ON THE DRAWINGS AND IN THE GENERAL NOTES. DESIGNS SHALL TAKE INTO ACCOUNT ALL VERTICAL AND LATERAL

LOADS REQUIRED BY APPLICABLE BUILDING CODES AND PRESENT OWING TO CONDITIONS.

A. SHORING

B. NON-LOAD BEARING CFM STUD WALL SYSTEMS AND RELATED CONNECTIONS.

C. METAL FABRICATIONS

D. ENTRANCES, STOREFRONTS, AND CURTAIN WALLS. MAXIMUM DEFLECTION FOR BACK-UP AND SYSTEM AS

PER SPECIFCATIONS.

E. TRANSLUCENT FIBERGLASS SANDWICH PANELS.

F. INDICATED MECHANICAL, ELECTRICAL, AND PLUMBING HANGERS AND SUPPORTS.

G. ELECTRICAL AND FIRE ALARM EQUIPMENT.

GENERAL CONSTRUCTION NOTES

THE FOLLOWING NOTES APPLY TO ALL SHEETS

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND VERIFY EXISTING CONDITIONS INCLUDING FLOOR, CEILING AND WALL CONSTRUCTION, STRUCTURAL MEMBERS, AND THE LOCATION OF UTILITIES. ANY INCONSISTENCIES

SHALL BE BROUGHT TO THE ARCHITECT'S IMMEDIATE ATTENTION FOR RESOLUTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND VERIFYING ALL DIMENSIONS INCLUDING BOTH EXISTING AND NEW WORK, PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S

IMMEDIATE ATTENTION FOR RESOLUTION. DO NOT SCALE DRAWINGS.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCY BETWEEN THESE PLANS AND GOVERNING BUILDING CODES AND ORDINANCES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND MANUFACTURER'S SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, AND ETC

REQUIRED BY REGULATING BODIES HAVING JURISDICTION.

5. ALL WORK TO BE DONE ADJACENT TO OCCUPIED SPACES. CONTRACTOR TO TAKE EVERY PRECAUTION TO MINIMIZE TRAVEL TO DUST, DIRT AND NOISE FROM THE CONSTRUCTION AREA TO ADJACENT SPACES.

TEMPORARY DUST PROTECTION TO BE ERECTED.

6. CONTRACTOR TO COORDINATE SCHEDULE AND SEQUENCING OF WORK WITH OWNER PRIOR TO BEGINNING

WORK AND THROUGHOUT THE COURSE OF THE PROJECT.

7. CONTRACTOR SHALL COORDINATE ALL GROUND OPERATIONS, INCLUDING LOCATIONS FOR EQUIPMENT SET UP, MATERIAL STORAGE, DEBRIS STORAGE AND REMOVAL, AND ETC WITH OWNER.

8. CONTRACTOR TO PATCH ALL AREA AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT OR MATERIALS. NEW SURFACES TO BE FILLED, SANDED SMOOTH AND FINISHES TO MATCH ADJACENT SURFACE OR

AS SPECIFIED.

9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL WORK. CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT

CABLING, ETC.

10. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED WITH UL/FM APPROVED MATERIALS

AND PROCEDURES SHALL BE COORDINATED WITH OWNER/ ARCHITECT.

11. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL AND HAZARDOUS AND TOXIC MATERIALS.

12. CONTRACTOR SHALL PROTECT ALL WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS RESULTING FROM DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER EVENT IN CONNECTION WITH THE CONTRACT.

13. ALL DETAILS, INSTRUCTIONS, NOTES, FINISHES, MATERIALS AND DIMENSIONS SHALL BE CONSIDERED TYPICAL

FOR SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

14. ALL NOTES DESCRIBE NEW CONSTRUCTION UNLESS STATED OTHERWISE. ALL WORK SHOWN IS NEW UNLESS SHOWN IN GRAY OR HALF-TONE LINES AND/OR NOTED AS EXISTING (E). SEE ALSO "SYMBOLS" FOR DISTINCTION

OF EXISTING/DEMO/NEW CONSTRUCTION AND SCOPE.

15. ALL DETAILS SHALL INCORPORATE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS FOR

WARRANTY APPROVAL.

16. RESPONSIBILITY DEFINITIONS:

• FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

• INSTALL: PERFORM OPERATIONS AT SITE INCLUDING UNLOADING, TEMPORARY STORING, UNPACKING, ASSEMBLING, ERECTING, PLACING, CONNECTING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

• PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

ALL ITEMS ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS NOTES OTHERWISE.

331 MONTGOMERY AVE

BALA CYNWYD, PA 19144

CONVERSE

WINKLER

ARCHITECTURE

REV DATE DESCRIPTION

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

G0.10

GENERAL INFORMATION &

NOTES

CW-2301

09/15/2025

GENERAL REQUIREMENTS

GENERAL STRUCTURAL NOTES

1. THESE NOTES THESE NOTES ARE GENERAL AND SUPPLEMENT TO THE SPECIFICATIONS. THESE NOTES APPLY TO THE ENTIRE PROJECT UNLESS MODIFIED OR NOTED OTHERWISE IN THE CONTRACT DOCUMENTS.

2. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL METHODS AND MEANS OF CONSTRUCTION AND FOR JOB SAFETY. PROVIDE PROTECTIVE SHELTERS AND BARRICADES AS NEEDED TO MAINTAIN PUBLIC SAFETY

AND TO PREVENT DAMAGE TO THE FACILITIES AND ALL EQUIPMENT CONTAINED WITHIN.

3. VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS PRIOR TO FABRICATION OF ANY PIECES.

NO CONNECTION OR DIMENSION SHALL BE REVISED OR MODIFIED IN THE FIELD WITHOUT WRITTEN APPROVAL BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AND SHALL

REPORT ANY DISCREPANCIES TO THE ENGINEER FOR RESOLUTION.

4. ALL DESIGN PRESENTED HEREIN IS TO BE PERFORMED IN ACCORDANCE WITH THE INTERNATIONAL

BUILDING CODE, 2018 EDITION, INCLUDING ALL AMENDMENTS.

5. ALL REQUIRED CONTRACTOR DESIGNS SHALL BE PERFORMED IN ACCORDANCE WITH THE ABOVE

REFERENCED CODE.

6. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC LOCATIONS, ARE INTENDED TO ESTABLISH

THE GENERAL TYPES OF DETAILS TO BE USED THROUGHOUT, UNLESS NOTED OTHERWISE.

7. ALL STRUCTURAL TRADES SHALL SUBMIT SHOP DRAWINGS TO THE ENGINEER OF RECORD FOR APPROVAL PRIOR TO FABRICATING ANY PIECES. SHOP DRAWINGS PREPARED BY THE CONTRACTORS, SUPPLIERS, ETC., SHALL BE REVIEWED BY THE STRUCTURAL ENGINEER ONLY FOR CONFORMANCE WITH DESIGN CONCEPT.

NO WORK SHALL BE STARTED WITHOUT SUCH REVIEW. ALL DRAWING REVISIONS AFTER THE FIRST

SUBMITTAL SHALL HAVE ALL CHANGES CLEARLY IDENTIFIED.

8. DESIGN LOADS FOR THE PROJECT ARE LISTED ON DRAWING G0.01.

9. FIELD DRILLING OF HOLES IN ANY STRUCTURAL MEMBER, EXCEPT WHERE EXPLICITLY FIELD DRILLING OF HOLES IN ANY STRUCTURAL MEMBER, EXCEPT WHERE EXPLICITLY SHOWN ON DRAWINGS, IS NOT

PERMITTED WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER.

10. EQUIPMENT ANCHOR BOLT SIZES, TYPES, AND PATTERNS SHALL BE VERIFIED WITH THE EQUIPMENT ANCHOR BOLT SIZES, TYPES, AND PATTERNS SHALL BE VERIFIED WITH THE MANUFACTURER. ALL BOLT

PATTERNS SHALL BE TEMPLATE TO ENSURE ACCURACY OF PLACEMENT.

11. DRAWINGS SHALL BE USED IN COORDINATION WITH DRAWINGS OF ALL OTHER DISCIPLINES AND

MANUFACTURER'S SHOP DRAWINGS.

12. IF A CONFLICT IS FOUND BETWEEN DIFFERENT PORTIONS OF THE CONTRACT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. CONTINUED CONSTRUCTION OF THE AREA IN CONFLICT SHALL BE AT THE CONTRACTOR'S OWN RISK UNTIL THE CONFLICT IS RESOLVED BY THE

ENGINEER.

13. WHENEVER ONE MEMBER IS FASTENED TO ANOTHER WITH BOLTS SET AT A UNIFORM SPACING, THERE

SHALL BE A MINIMUM OF TWO BOLTS PER PIECE CONNECTED.

14. SCALING OF DRAWINGS TO DETERMINE DIMENSIONS OF ELEMENTS IS NOT PERMITTED.

15. DRAWINGS SHALL NOT BE REPRODUCED TO CREATE SHOP DRAWINGS OR SHORING DOCUMENTATION

WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/ENGINEER.

16. ALL WORK SHALL BE INSPECTED IN ACCORDANCE WITH CHAPTER 17 OF THE REFERENCED BUILDING CODE.

SUBMIT ALL REPORTS TO THE ENGINEER OF RECORD FOR REVIEW. AT THE COMPLETION OF THE PROJECT, THE SPECIAL INSPECTION REPORT SHALL BE COMPLETED, SIGNED BY THE SPECIAL INSPECTOR, AND

SUBMITTED TO THE ENGINEER OF RECORD FOR RECORD PURPOSES.

DEMOLITION AND SHORING

1. DEMOLITION INCLUDES ALL WORK NECESSARY FOR THE REMOVAL AND DISPOSAL OF CONCRETE, STEEL, AND ANY OTHER MATERIAL SHOWN OR SPECIFIED TO BE REMOVED.

2. CARRY OUT THE DEMOLITION IN SUCH A MANNER THAT ADJACENT STRUCTURES AND PORTIONS OF

STRUCTURES WHICH ARE TO REMAIN ARE NOT ENDANGERED.

3. VISIT THE SITE AND INSPECT ALL EXISTING STRUCTURES. TAKE SPECIAL CARE TO OBSERVE AND RECORD ANY DEFECTS WHICH MAY EXIST IN BUILDINGS OR STRUCTURES ADJACENT TO BUT NOT DIRECTLY AFFECTED BY THE DEMOLITION WORK. SUBMIT TO THE OWNER A COPY OF THIS INSPECTION AT LEAST FIVE

WORKING DAYS PRIOR TO COMMENCING THE DEMOLITION.

4. PERFORM DEMOLITION WORK IN ACCORDANCE WITH THE APPLICABLE OCCUPATIONAL SAFETY PERFORM

DEMOLITION WORK IN ACCORDANCE WITH THE APPLICABLE OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA) STANDARDS INCLUDING 29 CFR PART 1926 SAFETY AND HEALTH REGULATIONS

FOR CONSTRUCTION.

5. PROVIDE WARNING SIGNS AND PROTECTION BARRIERS AS NECESSARY, ADJACENT TO THE WORK AS

APPROVED. MAINTAIN THESE ITEMS DURING THE DEMOLITION PERIOD.

6. UNDERTAKE NO DEMOLITION WORK UNTIL ALL MECHANICAL AND ELECTRICAL SERVICES AFFECTED BY THE

WORK HAVE BEEN PROPERLY DISCONNECTED AND CAPPED.

7. TEST FOR HAZARDOUS MATERIALS AND ELIMINATE THE HAZARD BEFORE DEMOLITION IS STARTED.

8. PROVIDE ADEQUATE SCAFFOLDING, SHORING, BRACING AND PROTECTIVE COVERING AND DUST CONTROL MEASURES TO PROTECT PERSONNEL AND EQUIPMENT AGAINST INJURY OR DAMAGE. COVER FLOOR AND ROOF OPENINGS NOT USED FOR MATERIAL DROPS WITH MATERIAL SUBSTANTIAL ENOUGH TO SUPPORT ANY LOADS PLACED ON IT. PROPERLY SECURE THE COVERS TO PREVENT ACCIDENTAL MOVEMENT.

9. REMOVE ALL DEBRIS FROM STRUCTURES DURING DEMOLITION. DO NOT ALLOW DEBRIS TO ACCUMULATE IN PILES. PROVIDE ADEQUATE LIGHTING AT ALL TIMES DURING DEMOLITION. CLOSE AREAS BELOW

DEMOLITION WORK TO WORKMEN WHILE REMOVAL IS IN PROGRESS.

10. DO NOT DROP ANY MATERIAL TO ANY POINT LYING OUTSIDE THE EXTERIOR WALLS OF THE STRUCTURE

UNLESS THE AREA IS EFFECTIVELY PROTECTED.

11. DO NOT ALLOW ANY WORKMEN TO STAND ON ANY WALL, BEAM OR OTHER STRUCTURAL MEMBER TO REMOVE MATERIAL EXCEPT WHEN ADEQUATE STAGING OR SCAFFOLD PROTECTION IS PROVIDED AT A DISTANCE NOT EXCEEDING 12 FEET BELOW THE TOP OF EXCEEDING 12 FEET BELOW THE TOP OF SUCH

WALLS AND OTHER REASONABLE PRECAUTIONS ARE TAKEN.

12. REMOVE ALL DEBRIS, RUBBISH, SCRAP PIECES, EQUIPMENT AND MATERIALS RESULTING FROM THE DEMOLITION. TAKE TITLE TO ALL DEMOLISHED MATERIAL AND REMOVE IT FROM THE SITE, EXCEPT FOR

ITEMS TO BE SAVED.

STRUCTURAL STEEL

1. THE DESIGN OF ALL STRUCTURAL STEEL IS IN ACCORDANCE WITH THE REQUIREMENTS OF THE AMERICAN INSTITUTE OF

STEEL CONSTRUCTION "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS", AISC 360-16.

2. THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE REQUIREMENTS OF THE ABOVE AISC

SPECIFICATION.

3. MATERIAL FOR STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING UNLESS NOTED OTHERWISE ON THE DRAWINGS: WIDE FLANGE SECTIONS: ASTM A992, GRADE 50 M, S, C, MC, & L SHAPES & PLATES: ASTM A36 HSS SHAPES &

STRUCTURAL TUBING: ASTM A500, GRADE B (FY = 46 KSI)

4. ALL BOLTS FOR CONNECTING STEEL MEMBERS SHALL BE HIGH-STRENGTH BOLTS CONFORMING TO ASTM F3125 GRADE 325, TYPE N, UNLESS OTHERWISE NOTED.

5. ALL BOLTS SHALL BE 3/4" MINIMUM DIAMETER WITH HARDENED WASHERS UNDER THE TURNING ELEMENT, UNLESS NOTED

OTHERWISE.

6. WELDED CONNECTIONS

A. WELDING OPERATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING OPERATIONS AND DESIGN SHALL BE IN ACCORDANCE WITH THE STRUCTURAL WELDING CODE, AWS D1.1, AS MODIFIED BY THE AISC

SPECIFICATION

B. WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED ACCORDING TO THE RULES OF THE AMERICAN WELDING

SOCIETY (AWS).

C. AWS CLASS E70XX SERIES ELECTRODES USING THE SHIELDED ARC PROCESS SHALL BE USED FOR WELDING NEW

STRUCTURAL STEEL.

D. SCALE, OIL, PAINT, LACQUER, GALVANIZING, AND ANY OTHER FOREIGN MATERIAL SHALL SCALE, OIL, PAINT, LACQUER, GALVANIZING, AND ANY OTHER FOREIGN MATERIAL SHALL BE REMOVED FROM ALL CONTACT SURFACES AND AREAS WITHIN

TWO INCHES OF WELD DURING WELDING PER THE REQUIREMENTS OF AWS D1.1 SECTION 5.14.

E. BUTT WELDS SHALL BE 100% PENETRATION WELDS AND FILLET WELDS A MINIMUM OF 1/4" UNLESS NOTED OTHERWISE.

7. DO NOT PAINT STEEL

SURFACES WHICH ARE TO BE WELDED OR ENCASED IN CONCRETE.

8. ALL CAST-IN ANCHOR BOLTS SHALL BE

ASTM F1554 GRADE 55 UNLESS NOTED OTHERWISE.

9. ALL EXPOSED STEEL SHALL BE HOT DIP

GALVANIZED PER ASTM A123.

CONCRETE

1. ALL CONCRETE AND REINFORCING STEEL WORK SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN CONCRETE

INSTITUTE PUBLICATIONS: ACI 301, ACI 311, ACI 315, ACI 318, ACI 347, ACI 304.

2. ALL REINFORCING STEEL SHALL BE HIGH-STRENGTH NEW BILLET STEEL CONFORMING TO ASTM A615, GRADE 60. ALL

REINFORCING STEEL SHALL BE EPOXY-COATED, PER ASTM A775.

3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS (PER ACI CYLINDER TEST) SHALL BE 5,000 PSI. ALL CONCRETE SHALL BE NORMAL WEIGHT CONCRETE HAVING A DENSITY OF 145-150 POUNDS PER CUBIC FOOT.

4. REINFORCING STEEL SHALL HAVE CLEAR COVER AS FOLLOWS UNLESS OTHERWISE NOTED ON THE DRAWINGS: CONCRETE CAST AGAINST EARTH: 3 INCHES 3 INCHES CONCRETE EXPOSED TO EARTH OR WEATHER: 2 INCHES 2 INCHES INTERIOR

CONCRETE EXPOSED TO LIQUID OR ABRASIVE TRAFFIC: 2 INCHES 2 INCHES

5. ALL EXPOSED EDGES OR CORNERS OF CONCRETE SHALL BE CHAMFERED 3/4", UNLESS OTHERWISE NOTED.

6. ALL NEW CONCRETE SURFACES EXPOSED TO VIEW SHALL RECEIVE A TROWELED FINISH, UNLESS OTHERWISE NOTED.

7. ALL CAST-IN-PLACE CONCRETE SHALL CONTAIN TYPE I OR II PORTLAND CEMENT AND SHALL BE SUPPLIED BY THE SAME MANUFACTURER FOR THE ENTIRE PROJECT. AGGREGATE SHALL MEET ASTM C33 WITH ¾” MAX AGGREGATE.

8. NO CHLORIDES SHALL BE ALLOWED IN THE CONCRETE MIX. ALL CONCRETE EXPOSED TO WEATHER SHALL BE AIR- ENTRAINED WITH ASTM C260 ADMIXTURE (5.5% AIR CONTENT). ALL INTERIOR CONCRETE SHALL BE NON-AIR-ENTRAINED (3%

MAX AIR CONTENT).

9. CHECKED SHOP DRAWINGS SHOWING REINFORCING DETAILS, INCLUDING REBAR SIZES, LAPS, SPACING AND PLACEMENT, SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR REVIEW PRIOR TO FABRICATION.

10. UNLESS OTHERWISE NOTED, NO CONCRETE SHALL BE PLACED WITHOUT A MINIMUM REINFORCEMENT OF .002 TIMES THE

CONCRETE CROSS SECTIONAL AREA IN EACH DIRECTION.

11. PROVIDE ADEQUATE BOLSTERS, HI-CHAIRS, SUPPORT BARS, ETC., TO MAINTAIN SPECIFIED CLEARANCES FOR THE ENTIRE LENGTH OF ALL REINFORCING BARS. PROVIDE CONTINUOUS #4 SPACER BARS IN WALLS AND SLABS TO SUPPORT DOWELS.

12. PROVIDE PLASTIC TIPPED ACCESSORIES FOR REINFORCEMENT AT ALL FACES OF EXPOSED CONCRETE, INTERIOR OR

EXTERIOR.

13. ALL FIELD BENDING OF REINFORCING SHALL BE DONE COLD. HEATING OF BARS WILL NOT BE PERMITTED.

14. NO ALUMINUM OF ANY TYPE SHALL BE ALLOWED IN THE CONCRETE WORK, UNLESS COATED TO PREVENT ALUMINUM CONCRETE REACTION. MAXIMUM O.D. OF EMBEDDED CONDUIT SHALL BE NO LARGER THAN ONE-THIRD OF THE SLAB

THICKNESS, LOCATED IN THE MIDDLE THIRD OF THE SLAB.

ENVIRONMENTAL NOTES

1. DRAWING 101B2906 FROM 1940 INDICATES THAT “ALL NEW STEEL WORK PAINTED ONE ALL NEW STEEL WORK PAINTED ONE SHOP COAT OF RED LEAD AND ONE FIELD COAT OF LEAD AND OIL PAINT.” CONTRACTORS MUST COMPLY WITH ALL REQUIREMENTS OF THE US OSHA LEAD IN CONSTRUCTION STANDARD (29CFR1926.62). COMPLIANCE SHALL INCLUDE, BUT NOT LIMITED TO, THE FOLLOWING COMPONENTS: WORKPLACES EXPOSURE ASSESSMENT, GENERAL HOUSEKEEPING PROCEDURES, PERSONAL HYGIENE, AND ENGINEERING CONTROLS TO MINIMIZE EXPOSURE TO DUST GENERATED BY LBP

DEMOLITION ACTIVITIES.

2. SUBMIT A DETAILED SAFE WORK PRACTICES PLAN OF THE PROCEDURES PROPOSED FOR USE IN COMPLYING WITH

HAZARDOUS MATERIALS ENCOUNTERED DURING THIS PROJECT.

COLUMN REHABILITATION NOTES:

1. REMOVE GROUT FROM BASE OF COLUMNS WHERE GROUT IS CRACKED OR OTHERWISE VISIBLY DAMAGED.

2. REMOVE ALL RUST, PAINT, AND OTHER MATERIAL/DEBRIS FROM EXISTING STEEL BY MECHANICAL MEANS TO EXPOSE BARE METAL AT ALL LOCATIONS WHERE DAMAGED GROUT WAS REMOVED. SEE REQUIREMENTS FOR REMOVAL AND DISPOSAL OF LEAD BASED PAINT. ENGINEER TO REVIEW CONDITION OF EXISTING COLUMN BASE ONCE EXPOSED AND CLEANED TO

DETERMINE IF ANY AREAS ARE IN NEED OF FURTHER REPAIR.

3. WHERE ADDITIONAL REPAIR IS DEEMED UNNECESSARY, PAINT ALL NEWLY EXPOSED STEEL PER PAINT MANUFACTURERS WRITTEN INSTRUCTIONS. OVERLAP REMAINING EXISTING PAINT BY A MIN. OF 1”. REPLACE PROTECTIVE GROUT IN KIND.

4. WHERE ADDITIONAL REPAIR IS REQUIRED, ADDITIONAL DETAIL TO BE PROVIDED AFTER EXTENT OF DAMAGE CAN BE

ASSESSED.

MATERIALS & RELATED NOTES

GENERAL SYMBOLOGY NOTES

FILTER BLDG

PRE-TREATMENT

CHEMICAL BLDG

ELECTRICAL

SHED BLDG

MAINTENANCE

BLDG

POST-TRATMENT

BLDG

INTAKE

BLDG

SEDIMENTATION

SLOW MIXING BASINS

NORTH ROAD

SOUTH ROAD

BUILDINGS IN SCOPE OF WORK

LEGEND

INDICATES AREAS WHERE EQUIPMENT

CANNOT BE SETUP OR MATERIAL STORED.

CONTRACTOR SHALL PROVIDE TEMPORARY

CONSTRUCTION FENCING AROUND THE

PERIMETER OF CROSS HATCHED AREAS IN

ORDER TO KEEP OUT CONSTRUCTION

PERSONNEL, VEHICLES, MATERIALS, ETC...

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ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

G1.10

CONTRACTOR STAGING

PLAN

CW-2301

09/15/2025

SCALE: 1" = 80'-0"G1.10

1 BUILDING LOCATIONS AND STAGING PLAN

SHEET NOTES

1. CONTRACTOR MUST COORDINATE WITH AND OBTAIN

APPROVAL FROM THE PLANT BEFORE UTILIZING ANY AREA FOR

STAGING/LAY DOWN, MATERIAL STORAGE, SITE ACCESS,

PARKING, ETC..

2. ALL ROADWAYS ARE RESTRICTED FOR STAGING UNLESS

APPROVED BY PLANT.

A1.11

A1.12

A1.12

NORTH SEDIMENTATION BASIN

A1.12

NORTH WATER TOWER

SOUTH WATER TOWER

A1.12

A1.12

SOUTH SEDIMENTATION BASIN

SOUTH VALVE CHAMBER

NORTH VALVE CHAMBER

DEMOLITION GENERAL NOTES

THE FOLLOWING NOTES APPLY TO ALL DEMO DRAWINGS

1. WORK INCLUDES WINDOW AND DOOR REPLACMENT IN MULTIPLE BUILDINGS. SCOPE OF WORK IS DESCRIBED IN PLANS AND ELEVATIONS. WHERE REPLACEMENT OF DOORS AND WINDOWS IS EXTENSIVE, DEMO ELEVATIONS AND CONSTRUCTION ELEVATIONS ARE PROVIDED. PLANS REFER TO BOTH DEMO AND CONSTRUCTION SCOPE. REPORT ALL DISCREPANCIES BETWEEN DEMO ELEVATIONS AND CONSTRUCTION

ELEVATIONS OR BETWEEN ELEVATIONS AND PLANS TO THE ARCHITECT IMMEDIATELY.

2. SCOPE OF WORK ALSO INCLUDED REPAIRS TO FACADE MATERIALS AND EXTERIOR WALLS INCLUDING MASONRY REPAIRS, FLASHING REPAIR, THE REFURBISHMENT OR REPLACMENT OF FACADE-SUPPORTING

STEEL INCLUDING LINTELS, PLATES, AND OPENING-SPANNING BEAMS.

3. DETAIL DRAWINGS DESCRIBE BOTH REPAIRS TO FACADE/EXTERIOR WALLS AND WINDOW/DOOR REPLACMENT AS APPRORIATE. PHASE WORK IN A LOGICAL MANNER TO ALLOW COMPLETION OF ALL NECESSARY TASKS

WITHOUT REDOING WORK.

4. NO WINDOW REPLACMENT AT FILTER BUILDING IS PLANNED AS PART OF THE BASE SCOPE OF WORK.

EXISTING WINDOWS AT FILTER BUILDING TO REMAIN.

5. INTERIOR AND EXTERIOR SCOPE OF WORK IN ADDITION TO FACADE/EXTERIOR WALL REPAIRS AND DOOR AND

WINDOW REPLACEMENT IS DESCRIBED IN THE DRAWINGS.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.

7. NOT ALL DEMOLITION WORK REQUIRED IS REFERENCED IN ARCHITECTURAL DRAWINGS. COORDINATE ALL

DEMO WORK WITH REQUIREMENTS OF DEMO/ NEW CONSTRUCTION, ALL TRADES.

8. ALL EXISTING ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

9. FOR SALVAGED ITEMS COORDINATE WITH OWNER FOR STORAGE.

10. KEY NOTES ARE TYPICAL FOR ALL SIMILAR SHOWN ITEMS UNLESS OTHERWISE NOTED.

11. CLEAN/ PATCH/ REPAIR/ FINISH OF ALL SURFACES TO REMAIN AT LOCATIONS OF DEMOLITION/ MATERIAL

REMOVAL.

12. DEMOLITION DEFINITIONS:

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS

INDICATED TO BE SALVAGED.

• REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION IN A MANNER TO PREVENT DAMAGE AND DELIVER TO USING AGENCY READY TO REUSE OR STORE AS INDICATED ON DRAWINGS.

INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT ELSEWHERE.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE

NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND

REINSTALLED.

GENERAL CONSTRUCTION NOTES

THE FOLLOWING NOTES APPLY TO ALL SHEETS

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND VERIFY EXISTING CONDITIONS INCLUDING FLOOR, CEILING AND WALL CONSTRUCTION, STRUCTURAL MEMBERS, AND THE LOCATION OF UTILITIES. ANY INCONSISTENCIES

SHALL BE BROUGHT TO THE ARCHITECT'S IMMEDIATE ATTENTION FOR RESOLUTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND VERIFYING ALL DIMENSIONS INCLUDING BOTH EXISTING AND NEW WORK, PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S

IMMEDIATE ATTENTION FOR RESOLUTION. DO NOT SCALE DRAWINGS.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCY BETWEEN THESE PLANS AND GOVERNING BUILDING CODES AND ORDINANCES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND MANUFACTURER'S SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, AND ETC

REQUIRED BY REGULATING BODIES HAVING JURISDICTION.

5. ALL WORK TO BE DONE ADJACENT TO OCCUPIED SPACES. CONTRACTOR TO TAKE EVERY PRECAUTION TO MINIMIZE TRAVEL TO DUST, DIRT AND NOISE FROM THE CONSTRUCTION AREA TO ADJACENT SPACES.

TEMPORARY DUST PROTECTION TO BE ERECTED.

6. CONTRACTOR TO COORDINATE SCHEDULE AND SEQUENCING OF WORK WITH OWNER PRIOR TO BEGINNING

WORK AND THROUGHOUT THE COURSE OF THE PROJECT.

7. CONTRACTOR SHALL COORDINATE ALL GROUND OPERATIONS, INCLUDING LOCATIONS FOR EQUIPMENT SET UP, MATERIAL STORAGE, DEBRIS STORAGE AND REMOVAL, AND ETC WITH OWNER.

8. CONTRACTOR TO PATCH ALL AREA AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT OR MATERIALS. NEW SURFACES TO BE FILLED, SANDED SMOOTH AND FINISHES TO MATCH ADJACENT SURFACE OR

AS SPECIFIED.

9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL WORK. CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT

CABLING, ETC.

10. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED WITH UL/FM APPROVED MATERIALS

AND PROCEDURES SHALL BE COORDINATED WITH OWNER/ ARCHITECT.

11. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL AND HAZARDOUS AND TOXIC MATERIALS.

12. CONTRACTOR SHALL PROTECT ALL WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS RESULTING FROM DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER EVENT IN CONNECTION WITH THE CONTRACT.

13. ALL DETAILS, INSTRUCTIONS, NOTES, FINISHES, MATERIALS AND DIMENSIONS SHALL BE CONSIDERED TYPICAL

FOR SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

14. ALL NOTES DESCRIBE NEW CONSTRUCTION UNLESS STATED OTHERWISE. ALL WORK SHOWN IS NEW UNLESS SHOWN IN GRAY OR HALF-TONE LINES AND/OR NOTED AS EXISTING (E). SEE ALSO "SYMBOLS" FOR DISTINCTION

OF EXISTING/DEMO/NEW CONSTRUCTION AND SCOPE.

15. ALL DETAILS SHALL INCORPORATE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS FOR

WARRANTY APPROVAL.

16. RESPONSIBILITY DEFINITIONS:

• FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

• INSTALL: PERFORM OPERATIONS AT SITE INCLUDING UNLOADING, TEMPORARY STORING, UNPACKING, ASSEMBLING, ERECTING, PLACING, CONNECTING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

• PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

ALL ITEMS ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS NOTES OTHERWISE.

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WINKLER

ARCHITECTURE

REV DATE DESCRIPTION

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

A1.10

FILTER BLDG & GROUNDS

OVERALL PLAN

CW-2301

09/15/2025

SCALE: 1" = 40'-0"A1.10

1 FILTER BLDG OVERALL PLAN

KEY PLAN - NOT TO SCALE

UP

DN

F1 F2

F3

F4

F5

8.02

8.018.01

8.01

8.02

STAIR

OFFICE

STORAGE

LOADING DOCK

ELECTRICAL ROOM

8.17 8.17

DEMOLITION GENERAL NOTES

THE FOLLOWING NOTES APPLY TO ALL DEMO DRAWINGS

1. WORK INCLUDES WINDOW AND DOOR REPLACMENT IN MULTIPLE BUILDINGS. SCOPE OF WORK IS DESCRIBED IN PLANS AND ELEVATIONS. WHERE REPLACEMENT OF DOORS AND WINDOWS IS EXTENSIVE, DEMO ELEVATIONS AND CONSTRUCTION ELEVATIONS ARE PROVIDED. PLANS REFER TO BOTH DEMO AND CONSTRUCTION SCOPE. REPORT ALL DISCREPANCIES BETWEEN DEMO ELEVATIONS AND CONSTRUCTION

ELEVATIONS OR BETWEEN ELEVATIONS AND PLANS TO THE ARCHITECT IMMEDIATELY.

2. SCOPE OF WORK ALSO INCLUDED REPAIRS TO FACADE MATERIALS AND EXTERIOR WALLS INCLUDING MASONRY REPAIRS, FLASHING REPAIR, THE REFURBISHMENT OR REPLACMENT OF FACADE-SUPPORTING

STEEL INCLUDING LINTELS, PLATES, AND OPENING-SPANNING BEAMS.

3. DETAIL DRAWINGS DESCRIBE BOTH REPAIRS TO FACADE/EXTERIOR WALLS AND WINDOW/DOOR REPLACMENT AS APPRORIATE. PHASE WORK IN A LOGICAL MANNER TO ALLOW COMPLETION OF ALL NECESSARY TASKS

WITHOUT REDOING WORK.

4. NO WINDOW REPLACMENT AT FILTER BUILDING IS PLANNED AS PART OF THE BASE SCOPE OF WORK.

EXISTING WINDOWS AT FILTER BUILDING TO REMAIN.

5. INTERIOR AND EXTERIOR SCOPE OF WORK IN ADDITION TO FACADE/EXTERIOR WALL REPAIRS AND DOOR AND

WINDOW REPLACEMENT IS DESCRIBED IN THE DRAWINGS.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.

7. NOT ALL DEMOLITION WORK REQUIRED IS REFERENCED IN ARCHITECTURAL DRAWINGS. COORDINATE ALL

DEMO WORK WITH REQUIREMENTS OF DEMO/ NEW CONSTRUCTION, ALL TRADES.

8. ALL EXISTING ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

9. FOR SALVAGED ITEMS COORDINATE WITH OWNER FOR STORAGE.

10. KEY NOTES ARE TYPICAL FOR ALL SIMILAR SHOWN ITEMS UNLESS OTHERWISE NOTED.

11. CLEAN/ PATCH/ REPAIR/ FINISH OF ALL SURFACES TO REMAIN AT LOCATIONS OF DEMOLITION/ MATERIAL

REMOVAL.

12. DEMOLITION DEFINITIONS:

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS

INDICATED TO BE SALVAGED.

• REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION IN A MANNER TO PREVENT DAMAGE AND DELIVER TO USING AGENCY READY TO REUSE OR STORE AS INDICATED ON DRAWINGS.

INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT ELSEWHERE.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE

NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND

REINSTALLED.

GENERAL CONSTRUCTION NOTES

THE FOLLOWING NOTES APPLY TO ALL SHEETS

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND VERIFY EXISTING CONDITIONS INCLUDING FLOOR, CEILING AND WALL CONSTRUCTION, STRUCTURAL MEMBERS, AND THE LOCATION OF UTILITIES. ANY INCONSISTENCIES

SHALL BE BROUGHT TO THE ARCHITECT'S IMMEDIATE ATTENTION FOR RESOLUTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND VERIFYING ALL DIMENSIONS INCLUDING BOTH EXISTING AND NEW WORK, PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S

IMMEDIATE ATTENTION FOR RESOLUTION. DO NOT SCALE DRAWINGS.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCY BETWEEN THESE PLANS AND GOVERNING BUILDING CODES AND ORDINANCES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND MANUFACTURER'S SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, AND ETC

REQUIRED BY REGULATING BODIES HAVING JURISDICTION.

5. ALL WORK TO BE DONE ADJACENT TO OCCUPIED SPACES. CONTRACTOR TO TAKE EVERY PRECAUTION TO MINIMIZE TRAVEL TO DUST, DIRT AND NOISE FROM THE CONSTRUCTION AREA TO ADJACENT SPACES.

TEMPORARY DUST PROTECTION TO BE ERECTED.

6. CONTRACTOR TO COORDINATE SCHEDULE AND SEQUENCING OF WORK WITH OWNER PRIOR TO BEGINNING

WORK AND THROUGHOUT THE COURSE OF THE PROJECT.

7. CONTRACTOR SHALL COORDINATE ALL GROUND OPERATIONS, INCLUDING LOCATIONS FOR EQUIPMENT SET UP, MATERIAL STORAGE, DEBRIS STORAGE AND REMOVAL, AND ETC WITH OWNER.

8. CONTRACTOR TO PATCH ALL AREA AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT OR MATERIALS. NEW SURFACES TO BE FILLED, SANDED SMOOTH AND FINISHES TO MATCH ADJACENT SURFACE OR

AS SPECIFIED.

9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL WORK. CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT

CABLING, ETC.

10. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED WITH UL/FM APPROVED MATERIALS

AND PROCEDURES SHALL BE COORDINATED WITH OWNER/ ARCHITECT.

11. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL AND HAZARDOUS AND TOXIC MATERIALS.

12. CONTRACTOR SHALL PROTECT ALL WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS RESULTING FROM DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER EVENT IN CONNECTION WITH THE CONTRACT.

13. ALL DETAILS, INSTRUCTIONS, NOTES, FINISHES, MATERIALS AND DIMENSIONS SHALL BE CONSIDERED TYPICAL

FOR SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

14. ALL NOTES DESCRIBE NEW CONSTRUCTION UNLESS STATED OTHERWISE. ALL WORK SHOWN IS NEW UNLESS SHOWN IN GRAY OR HALF-TONE LINES AND/OR NOTED AS EXISTING (E). SEE ALSO "SYMBOLS" FOR DISTINCTION

OF EXISTING/DEMO/NEW CONSTRUCTION AND SCOPE.

15. ALL DETAILS SHALL INCORPORATE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS FOR

WARRANTY APPROVAL.

16. RESPONSIBILITY DEFINITIONS:

• FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

• INSTALL: PERFORM OPERATIONS AT SITE INCLUDING UNLOADING, TEMPORARY STORING, UNPACKING, ASSEMBLING, ERECTING, PLACING, CONNECTING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

• PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

ALL ITEMS ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS NOTES OTHERWISE.

331 MONTGOMERY AVE

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WINKLER

ARCHITECTURE

REV DATE DESCRIPTION

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

A1.11

FILTER BLDG PART PLAN

LEVEL 1

CW-2301

09/15/2025

SCALE: 1/8" = 1'-0"A1.11

1 ADMIN. BLDG FIRST FLOOR

CONSTRUCTION KEYNOTES

8.01 REMOVE & REPLACE EXIST DOOR/FRAME HARDWARE. SEE A5.10 FOR DOOR SCHEDULE

8.02 REMOVE & REPLACE EXIST ROLLING DOOR W/ POWER OPERATED COMPLETE SYSTEM. PROVIDE ALL NECESSARY

HARDWARE FOR PROPER OPERATION. SEE A5.10 FOR DOOR SCHEDULE. SEE ALSO ELEC DWGS

8.17 DOOR CONTROL INCLUDING ELECTRIC STRIKE. SEE ELEC DRAWINGS.

DN DN

DNDN

F6

A1.12

H2 H2A

8.02

8.078.07

A1.12

FILTER ROOM

(E) CONCRETE CURB (E) CONCRETE CURB

A1.12

H2

SIM 4 SIDES

DEMOLITION GENERAL NOTES

THE FOLLOWING NOTES APPLY TO ALL DEMO DRAWINGS

1. WORK INCLUDES WINDOW AND DOOR REPLACMENT IN MULTIPLE BUILDINGS. SCOPE OF WORK IS DESCRIBED IN PLANS AND ELEVATIONS. WHERE REPLACEMENT OF DOORS AND WINDOWS IS EXTENSIVE, DEMO ELEVATIONS AND CONSTRUCTION ELEVATIONS ARE PROVIDED. PLANS REFER TO BOTH DEMO AND CONSTRUCTION SCOPE. REPORT ALL DISCREPANCIES BETWEEN DEMO ELEVATIONS AND CONSTRUCTION

ELEVATIONS OR BETWEEN ELEVATIONS AND PLANS TO THE ARCHITECT IMMEDIATELY.

2. SCOPE OF WORK ALSO INCLUDED REPAIRS TO FACADE MATERIALS AND EXTERIOR WALLS INCLUDING MASONRY REPAIRS, FLASHING REPAIR, THE REFURBISHMENT OR REPLACMENT OF FACADE-SUPPORTING

STEEL INCLUDING LINTELS, PLATES, AND OPENING-SPANNING BEAMS.

3. DETAIL DRAWINGS DESCRIBE BOTH REPAIRS TO FACADE/EXTERIOR WALLS AND WINDOW/DOOR REPLACMENT AS APPRORIATE. PHASE WORK IN A LOGICAL MANNER TO ALLOW COMPLETION OF ALL NECESSARY TASKS

WITHOUT REDOING WORK.

4. NO WINDOW REPLACMENT AT FILTER BUILDING IS PLANNED AS PART OF THE BASE SCOPE OF WORK.

EXISTING WINDOWS AT FILTER BUILDING TO REMAIN.

5. INTERIOR AND EXTERIOR SCOPE OF WORK IN ADDITION TO FACADE/EXTERIOR WALL REPAIRS AND DOOR AND

WINDOW REPLACEMENT IS DESCRIBED IN THE DRAWINGS.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.

7. NOT ALL DEMOLITION WORK REQUIRED IS REFERENCED IN ARCHITECTURAL DRAWINGS. COORDINATE ALL

DEMO WORK WITH REQUIREMENTS OF DEMO/ NEW CONSTRUCTION, ALL TRADES.

8. ALL EXISTING ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

9. FOR SALVAGED ITEMS COORDINATE WITH OWNER FOR STORAGE.

10. KEY NOTES ARE TYPICAL FOR ALL SIMILAR SHOWN ITEMS UNLESS OTHERWISE NOTED.

11. CLEAN/ PATCH/ REPAIR/ FINISH OF ALL SURFACES TO REMAIN AT LOCATIONS OF DEMOLITION/ MATERIAL

REMOVAL.

12. DEMOLITION DEFINITIONS:

• REMOVE: DETACH ITEMS FROM EXISTING CONSTRUCTION AND DISPOSE OF THEM OFF-SITE UNLESS

INDICATED TO BE SALVAGED.

• REMOVE AND SALVAGE: DETACH ITEMS FROM EXISTING CONSTRUCTION IN A MANNER TO PREVENT DAMAGE AND DELIVER TO USING AGENCY READY TO REUSE OR STORE AS INDICATED ON DRAWINGS.

INCLUDE FASTENERS OR BRACKETS NEEDED FOR REATTACHMENT ELSEWHERE.

• REMOVE AND REINSTALL: DETACH ITEMS FROM EXISTING CONSTRUCTION, PREPARE THEM FOR REUSE, AND REINSTALL THEM WHERE INDICATED.

• EXISTING TO REMAIN: EXISTING ITEMS OF CONSTRUCTION THAT ARE NOT TO BE REMOVED AND THAT ARE

NOT OTHERWISE INDICATED TO BE REMOVED, REMOVED AND SALVAGED, OR REMOVED AND

REINSTALLED.

GENERAL CONSTRUCTION NOTES

THE FOLLOWING NOTES APPLY TO ALL SHEETS

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND VERIFY EXISTING CONDITIONS INCLUDING FLOOR, CEILING AND WALL CONSTRUCTION, STRUCTURAL MEMBERS, AND THE LOCATION OF UTILITIES. ANY INCONSISTENCIES

SHALL BE BROUGHT TO THE ARCHITECT'S IMMEDIATE ATTENTION FOR RESOLUTION.

2. THE CONTRACTOR IS RESPONSIBLE FOR LAYOUT AND VERIFYING ALL DIMENSIONS INCLUDING BOTH EXISTING AND NEW WORK, PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ARCHITECT'S

IMMEDIATE ATTENTION FOR RESOLUTION. DO NOT SCALE DRAWINGS.

3. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY INCONSISTENCY BETWEEN THESE PLANS AND GOVERNING BUILDING CODES AND ORDINANCES. ALL WORK SHALL BE DONE IN ACCORDANCE WITH ALL

APPLICABLE FEDERAL, STATE, AND LOCAL CODES, AND MANUFACTURER'S SPECIFICATIONS.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL PERMITS, LICENSES, AND ETC

REQUIRED BY REGULATING BODIES HAVING JURISDICTION.

5. ALL WORK TO BE DONE ADJACENT TO OCCUPIED SPACES. CONTRACTOR TO TAKE EVERY PRECAUTION TO MINIMIZE TRAVEL TO DUST, DIRT AND NOISE FROM THE CONSTRUCTION AREA TO ADJACENT SPACES.

TEMPORARY DUST PROTECTION TO BE ERECTED.

6. CONTRACTOR TO COORDINATE SCHEDULE AND SEQUENCING OF WORK WITH OWNER PRIOR TO BEGINNING

WORK AND THROUGHOUT THE COURSE OF THE PROJECT.

7. CONTRACTOR SHALL COORDINATE ALL GROUND OPERATIONS, INCLUDING LOCATIONS FOR EQUIPMENT SET UP, MATERIAL STORAGE, DEBRIS STORAGE AND REMOVAL, AND ETC WITH OWNER.

8. CONTRACTOR TO PATCH ALL AREA AFFECTED BY DEMOLITION OR REMOVAL OF EXISTING EQUIPMENT OR MATERIALS. NEW SURFACES TO BE FILLED, SANDED SMOOTH AND FINISHES TO MATCH ADJACENT SURFACE OR

AS SPECIFIED.

9. MAINTAIN EXISTING UTILITIES INDICATED TO REMAIN, KEEP IN SERVICE, AND PROTECT AGAINST DAMAGE DURING ALL WORK. CONTRACTOR TO COORDINATE CONSTRUCTION AROUND EXISTING EQUIPMENT, CONDUIT

CABLING, ETC.

10. PENETRATIONS THROUGH FIRE RATED CONSTRUCTION SHALL BE SEALED WITH UL/FM APPROVED MATERIALS

AND PROCEDURES SHALL BE COORDINATED WITH OWNER/ ARCHITECT.

11. COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION FOR POLLUTION

CONTROL AND HAZARDOUS AND TOXIC MATERIALS.

12. CONTRACTOR SHALL PROTECT ALL WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS RESULTING FROM DUST, DIRT, WATER, THEFT, FIRE OR ANY OTHER EVENT IN CONNECTION WITH THE CONTRACT.

13. ALL DETAILS, INSTRUCTIONS, NOTES, FINISHES, MATERIALS AND DIMENSIONS SHALL BE CONSIDERED TYPICAL

FOR SIMILAR CONDITIONS, UNLESS NOTED OTHERWISE.

14. ALL NOTES DESCRIBE NEW CONSTRUCTION UNLESS STATED OTHERWISE. ALL WORK SHOWN IS NEW UNLESS SHOWN IN GRAY OR HALF-TONE LINES AND/OR NOTED AS EXISTING (E). SEE ALSO "SYMBOLS" FOR DISTINCTION

OF EXISTING/DEMO/NEW CONSTRUCTION AND SCOPE.

15. ALL DETAILS SHALL INCORPORATE MANUFACTURER'S RECOMMENDATIONS AND REQUIREMENTS FOR

WARRANTY APPROVAL.

16. RESPONSIBILITY DEFINITIONS:

• FURNISH: SUPPLY AND DELIVER TO PROJECT SITE, READY FOR UNLOADING, UNPACKING, ASSEMBLY, INSTALLATION, AND SIMILAR OPERATIONS.

• INSTALL: PERFORM OPERATIONS AT SITE INCLUDING UNLOADING, TEMPORARY STORING, UNPACKING, ASSEMBLING, ERECTING, PLACING, CONNECTING, ANCHORING, APPLYING, WORKING TO DIMENSION, FINISHING, CURING, PROTECTING, CLEANING, AND SIMILAR OPERATIONS.

• PROVIDE: FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.

ALL ITEMS ARE TO BE PROVIDED BY THE CONTRACTOR UNLESS NOTES OTHERWISE.

FLOOR HATCH AS SCHEDULED.

3" NOM SUPPORT WIDTH FOR FRAME, VIF.

BACKER ROD & CONTINUOUS

SEALANT ALL SIDES

ANCHORS AT HOLD-DOWN TABS AS

REQUIRED BY HATCH INSTALLATION

S STL SHIM

(E) STL ANGLE. SCRAPE, PREP

& PAINT W/ RUST RESISTANT PAINT

LINE OF BUILDING

WALL - SEE PLANS

N O

TE

A

NOTE A: 6" MIN. USE NON DESTRUCTIVE MEANS TO LOCATE

REBAR. COORDINATE ANCHOR LOCATIONS ON HATCH SHOP

DRAWINGS TO AVOID INTERFERENCE WITH (E) REBAR

ADHESIVE-APPLIED

RESILIENT TRAFFIC

TRANSITIONS AS SHOWN

IN PLAN

1 1/2" DRAIN CONNECTION - SIDE EXIT AT

FRAME. OWNER TO APPROVE DRAIN LOCATION

WITHIN BLDG. COORDINATE W/

ARCHITECT/ENGINEER

S STL SHIM - 3/16" MIN THICKNESS, 6" LONG

SPACING AS REQUIRED BY HATCH

INSTALLATION

HOLD-DOWN TABS

(E) REINFORCED

CONCRETE WALLS,

BEAMS, OR CURBS

H3 H3

4'-8"

4' -8

4'-8"

4' -8

" 10

A1.12

A1.12

8.08 8.08

SIM. OTHER

SIDES

SIM. OTHER

SIDES

(E) CONCRETE CURB/APRON -

VERIFY CONFIGURATION IN FIELD

(E) CONCRETE CURB/APRON -

VERIFY CONFIGURATION IN FIELD

32.02

32.01 2 SIDES

32.02

32.012 SIDES

DN

DN DN

(E) +/- 9'-2 1/2" VIF

(E

'-2 " V

IF

A1.12

H1 H1

(E) BUILDING(E) BUILDING

(E) +/- 9'-2 1/2" VIF

(E

'-2 " V

IF

8.078.07

A1.12

(E) CONCRETE CURB

32.02

32.01

3 SIDES

2 LOCATIONS

(E) CONCRETE CURB

3 SIDES

2 LOCATIONS

32.01

32.02

H1

SIM 4 SIDES

A1.12

(E) REINFORCED

CONCRETE WALLS,

BEAMS OR CURB

(E) STL ANGLE. SCRAPE, PREP

& PAINT W/ RUST RESISTANT PAINT

NOM 3" BEARING

FLOOR HATCH AS SCHEDULED

CONT SEALANT TAPE

ANCHORS AT HOLD-DOWN TABS AS

REQUIRED BY HATCH INSTALLATION

S STL SHIM

1 1/2" DRAIN CONNECTION - SIDE EXIT AT

FRAME. OWNER TO APPROVE DRAIN LOCATION

WITHIN BLDG. COORDINATE W/

ARCHITECT/ENGINEER

HOLD-DOWN TABS

REMOVE (E) STL SUPPORT ANGLE

RESILIENT TRAFFIC

TRANSITIONS AS SHOWN

IN PLAN

ADHESIVE-APPLIED

ATTACHMENT STRIP

CENTER OF 36"

ALTITUDE VALVE

'-0

28'-0"

(E) CONCRETE VAULT CHAMBER

AT GRADE

A1.12

SIM 4 SIDES

(E) OPENING +/- 15'-6" V.I.F.

R

EF

8'

-3

(E ) O

PE

N

IN

G

7' -6

" V .I.

F.

REF.

3'-3"

4 SIDES

4 LOCATIONS

32.02

32.01

CENTER OF 36"

ALTITUDE VALVE

28'-0"

'-0

(E) CONCRETE VAULT CHAMBER

AT GRADE

A1.12

SIM 4 SIDES

R

EF

8' -3

(E) OPENING +/- 15'-6" VIF

(E ) O

PE

N

IN

G

7' -6

" V

IF

4 SIDES

4 LOCATIONS

32.02

32.01

331 MONTGOMERY AVE

BALA CYNWYD, PA 19144

CONVERSE

WINKLER

ARCHITECTURE

REV DATE DESCRIPTION

RAMBOLL AMERICAS

ENGINEERING SOLUTIONS

DATE:

SCALE:

DRAWN BY:

CHECKED BY:

JOB NO.

PROJECT TITLE:

DRAWING TITLE:

DRAWING NUMBER:

P.W.D.WORK # 61103

AS INDICATED

AH/CWA

NMD/PDC

BAXTER WATER

TREATMENT PLANT

BUILDING IMPROVEMENTS

A1.12

FILTER BLDG COMPLEX

PLANS & DETAILS

CW-2301

09/15/2025

SCALE: 1/8" = 1'-0"A1.12

2 FILTER BUILDING SOUTH FLOOR PLAN - FLOOR DOORS H2, H2A

SCALE: 1/4" = 1'-0"A1.12

7 FLOOR DOOR SECTION H2, H2A

SCALE: 3" = 1'-0"A1.12

9 H1, H2 & H4 TYPE FLOOR DOOR EDGE DETAIL

SCALE: 1/4" = 1'-0"A1.12

3 NORTH SEDIMENTATION BASIN - FLOOR DOORS H3

SCALE: 1/8" = 1'-0"A1.12

1 FILTER BUILDING NORTH FLOOR PLAN - FLOOR DOORS H1

SCALE: 1/4" = 1'-0"A1.12

6 FLOOR DOOR SECTION H1

SCALE: 3" = 1'-0"A1.12

10 H3 TYPE FLOOR DOOR EDGE DETAIL

CONSTRUCTION KEYNOTES

8.02 REMOVE & REPLACE EXIST ROLLING DOOR W/ POWER OPERATED COMPLETE SYSTEM. PROVIDE ALL NECESSARY

HARDWARE FOR PROPER OPERATION. SEE A5.10 FOR DOOR SCHEDULE. SEE ALSO ELEC DWGS

8.07 REMOVE & REPLACE EXISTING DIAMOND STEEL PLATES/ STRUCTURE WITH ALUMINUM DIAMOND PLATE FLOOR

ACCESS DOOR. SEE 4/A5.10 FOR DOOR TYPES

8.08 ALUMINUM DIAMOND PLATE FLOOR ACCESS DOOR. SEE 4/A5.10 FOR DOOR TYPES

32.01 PRE-FORMED RUBBER TRANSITIONS. ADHESIVE INSTALLATION.

32.02 PRE-FORMED OR MITERED CORNERS

SCALE: 1/4" = 1'-0"A1.12

5 N ALTITUDE VALVE CHAMBER - FLOOR DOOR H4

SCALE: 1/4" = 1'-0"A1.12

4 S ALTITUDE VALVE CHAMBER - FLOOR DR H4

D W

DN

UP

UP

SERVICE

ELEV.

SUPPORT

BUILDING

DN

DN

DN

DN

DN

DN

DN

DN

DN

SF1

SF2

B B C

DOOR BELOW

P6P5

P7 P8

P2

P3

P1

P13

B1BBBB

AA

8.02 8.028.01

8.028.02 8.01

8.10

8.10

TRUCK LOADING DOCK

NORTH

ENTRANCE

SOUTH

ENTRANCE

HALLWAY

E

G

3 6 754

C

A

J

L

AA

M

F

9 11

SF5

SF4

SF4

SF4

K

H

G

E

D

B6.06

8.17

8.17

8.17

8.17

DEMOLITION GENERAL NOTES

THE FOLLOWING NOTES APPLY TO ALL DEMO DRAWINGS

1. WORK INCLUDES WINDOW AND DOOR REPLACMENT IN MULTIPLE BUILDINGS. SCOPE OF WORK IS DESCRIBED IN PLANS AND ELEVATIONS. WHERE REPLACEMENT OF DOORS AND WINDOWS IS EXTENSIVE, DEMO ELEVATIONS AND CONSTRUCTION ELEVATIONS ARE PROVIDED. PLANS REFER TO BOTH DEMO AND CONSTRUCTION SCOPE. REPORT ALL DISCREPANCIES BETWEEN DEMO ELEVATIONS AND CONSTRUCTION

ELEVATIONS OR BETWEEN ELEVATIONS AND PLANS TO THE ARCHITECT IMMEDIATELY.

2. SCOPE OF WORK ALSO INCLUDED REPAIRS TO FACADE MATERIALS AND EXTERIOR WALLS INCLUDING MASONRY REPAIRS, FLASHING REPAIR, THE REFURBISHMENT OR REPLACMENT OF FACADE-SUPPORTING

STEEL INCLUDING LINTELS, PLATES, AND OPENING-SPANNING BEAMS.

3. DETAIL DRAWINGS DESCRIBE BOTH REPAIRS TO FACADE/EXTERIOR WALLS AND WINDOW/DOOR REPLACMENT AS APPRORIATE. PHASE WORK IN A LOGICAL MANNER TO ALLOW COMPLETION OF ALL NECESSARY TASKS

WITHOUT REDOING WORK.

4. NO WINDOW REPLACMENT AT FILTER BUILDING IS PLANNED AS PART OF THE BASE SCOPE OF WORK.

EXISTING WINDOWS AT FILTER BUILDING TO REMAIN.

5. INTERIOR AND EXTERIOR SCOPE OF WORK IN ADDITION TO FACADE/EXTERIOR WALL REPAIRS AND DOOR AND

WINDOW REPLACEMENT IS DESCRIBED IN THE DRAWINGS.

6. CONTRACTOR SHALL COORDINATE ALL DEMOLITION ACTIVITIES WITH THE OWNER.

7. NOT ALL DEMOLITION WORK REQUIRED IS REFERENCED IN ARCHITECTURAL DRAWINGS. COORDINATE ALL

DEMO WORK WITH REQUIREMENTS OF DEMO/ NEW CONSTRUCTION, ALL TRADES.

8. ALL EXISTING ITEMS TO REMAIN UNLESS NOTED OTHERWISE.

9. FOR SALVAGED ITEMS COORDINATE WITH OWNER FOR STORAGE.

10. KEY NOTES ARE TYPICAL FOR ALL SIMILAR SHOWN ITEMS UNLESS OTHERWISE NOTED.

11. CLEAN/ PATCH/ REPAIR/ FINISH OF ALL SURFACES TO REMAIN AT…