EWRF_SCADA-_Bid_Set-Drawings.pdf

J:\O28604\Civil\DWG\_Current_Plan_Set\O28604 G-100 Cover.dwg

JANUARY 2025

BYRON W. BROOKS

COUNTY ADMINISTRATOR

ED TORRES, M.S.,P.E.,L.E.E.D.A.P.

DIRECTOR ORANGE COUNTY UTILITIES DEPARTMENT

OCU FILE NO.: 97011

CIP NO:

ATTENTION IS DIRECTED TO THE FACT THAT THESE

PLANS MAY HAVE BEEN REDUCED IN SIZE BY

REPRODUCTION. THIS MUST BE CONSIDERED WHEN

OBTAINING SCALED DATA. DIMENSION

INFORMATION SHOULD NOT BE OBTAINED BY

SCALING THE PLANS. DIMENSION INFORMATION

NOT PROVIDED HEREIN CAN BE OBTAINED BY

CONTACTING ORANGE COUNTY UTILITIES

ENGINEERING DIVISION, AT (407)254-9900

PLANS PREPARED BY:

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Surveyors

Traffic/Transportation

A Full Service A & E Firm

1117 East Robinson Street - Orlando, FL 32801 Phone: 407.425.0452

Architectural Lic. No. AA2600926 Landscape Lic. No. LC0000298

Licenses:

Engineering C.O.A. No. 3215

Survey L.B. No. 7143

CONSTRUCTION PLANS FOR:

EWRF SCADA SERVERS &

OPERATIONS IMPROVEMENT CIP PROJECT

PACKAGE B

BOARD OF COUNTY COMMISSIONERSBOARD OF COUNTY COMMISSIONERS

JERRY L. DEMINGS

ORANGE COUNTY MAYOR

NICOLE H. WILSON

DISTRICT 1

CHRISTINE MOORE

DISTRICT 2

MAYRA URIBE

DISTRICT 3

MARIBEL GOMEZ CORDERO

DISTRICT 4

KELLY MARTINEZ SEMRAD

DISTRICT 5

MICHAEL "MIKE" SCOTT

DISTRICT 6

BID SET

S. ALAFAYA TR.

AS SHOWN

Location Sheet.dwg

AS SHOWN

G-200

AS SHOWNSCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

www.cphcorp.com 1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic/Transportation

GCM

97011

J:\O28604\Civil\DWG\_Current_Plan_Set\O28604 G-200 Location Sheet Index.dwg

LOCATION MAP

EWRF

SITE

Scada Servers & Operations Improvements Project

LOCATION MAP AND DRAWING INDEX

EWRF SCADA SERVERS & OPERATIONS

IMPROVEMENTS

ORANGE COUNTY FLORIDA

KAYLA JOY LOCKCUFF, P.E.

P.E. LIC. # 90685

BID SET

DRAWING INDEX

TITLEDWG. NO.

COVER SHEETG-100

SHEET NO.

G-200

G-300

G-400

ELECTRICAL NOTES, SYMBOLS AND ABBREVIATIONSE-001

PARTIAL SITE PLAN 1E-002

PARTIAL SITE PLAN 2E-003

MCC-9 SLD

E-004

MCC-10 SLD

E-005

MCC-11 & 12 SLD

E-006

MCC-13 SLD

E-007

MCC-14 SLD

E-008

E-009

E-010

PARTIAL SITE PLAN 3

POWER PANEL 7 & POWER PANEL 8 SLD

LOCATION MAP AND DRAWING INDEX

GENERAL NOTES, ABBREVIATIONS AND LEGEND

OCU ENGINEERING NOTES

E-011

MCC-18 SLD

E-012

E-013

A001 GENERAL INFORMATION AND ABBREVIATIONS

A002 CODE SUMMARY & LIFE SAFETY PLAN

A010 DEMOLITION FLOOR PLAN

A100 ARCHITECTURAL FLOOR PLAN

A110 ELEVATIONS & DETAILS

A160 FINISH PLAN

M000 MECHANICAL LEGEND

M100 MECHANICAL FLOOR PLAN

MD100 MECHANICAL DEMOLITION PLAN

PARTIAL SITE PLAN 4

MCC-19, SLD

FP000

FP101 FIRE PROTECTION FLOOR PLAN

MCC-9 MCC-10 FRONT VIEWS AND DEMOLITIONE-016

E-017

E-018

E-019

MCC-17 & MCC-18 FRONT VIEWS AND DEMOLOTION

E-020

MCC-19 & MCC-20 FRONT VIEWS AND DEMILOTION

E-021

E-022

E-023

E-024 ELEMENTARY CONTROL & RISER DIAGRAMS

SERVER/CONTROL ROOM DEMOLITION PLAN

MCC-19 & MCC-20 FRONT VIEW AND MODIFICATIONS

MCC-17 & MCC-18 FRONT VIEWS & MODIFICATIONS

E-031

E-032

E-033

ELECTRICAL DETAIL 1E-034

MCC-11, MCC-12, MCC-13 & MCC-14 FRONT VIEWS & DEMOLITION

MCC-9 & MCC-10 FRONT VIEWS & MODIFICATIONS

MCC-11, MCC-12, MCC-13, & MCC-14 FRONT VIEWS & MODIFICATIONS

E-025 MIXER ELEMENTARY DIAGRAM 2

E-026 PANEL SCHEDULES

E-027 BASIN 7 ELECTRICAL PLAN - EAST

E-029 MAIN ELECTRICAL/BLOWER BUILDING SWITCHGEAR ROOM ELECTRICAL PLAN

E-028 BASIN 7 ELECTRICAL PLAN - WEST

E-030 WEST ELECTRICAL BUILDING ELECTRICAL PLAN

SERVER/CONTROL ROOM ELECTRICAL PLAN

SERVER/CONTROL ROOM LIGHTING PLAN

ELECTRICAL DETAIL 2E-035

ELECTRICAL DETAIL 3E-036

FIRE PROTECTION SYSTEM, SYMBOLS, LEGEND, ABBREVIATIONS & GENERAL NOTES

INSTRUMENT SYM, NOTES ,& ABBV I-001

BASIN 7 P&IDI-002

EWRF FIBER NETWORK ARCHITECTUREI-003

BASIN 7 PROFINET NETWORK ARCHITECTUREI-004

EWRF SERVER RACKS & SCADA SYSTEM ARCHITECTUREI-005

INSTRUMENTATION DETAILS 1I-006

I-007

DWG. NO.SHEET NO.

DRAWING INDEX

TITLE

58 OF 58 INSTRUMENTATION DETAILS 1

MCC-20 SLDE-014

POWER PANEL 7 & POWER PANEL BE-015

ABBREVIATIONS

AC ASBESTOS CEMENT

ALUM. ALUMINUM

APPROX. APPROXIMATELY

ASPH. ASPHALT

ASSEM. ASSEMBLY

BE BURIED ELECTRIC

BL BASELINE

B.M. BENCHMARK

B.O. BLOWOFF

BT BURIED TELEPHONE

B.F.V. BUTTERFLY VALVE

CATV CABLE TELEVISION

C.B. CATCH BASIN

C.F.S. CUBIC FEET PER SECOND

CIP CAST IRON PIPE

CL CENTERLINE

C.M. CONCRETE MONUMENT

C.M.P. CORRUGATED METAL PIPE

CONC. CONCRETE

CONN. CONNECTION

CONST. CONSTRUCT

CONT. CONTINUOUS

CORP. CORPORATION

C.V. CHECK VALVE

C.Y. CUBIC YARD

DBL. DOUBLE

DHW DESIGN HIGH WATER

DIA. DIAMETER

DIP DUCTILE IRON PIPE

DWLS. DOWELS

DWG. DRAWING

ELEC ELECTRIC

EA. EACH

EFF EFFLUENT

ELEV. ELEVATION

EMB. EMBED OR EMBEDDED

E/P EDGE OF PAVEMENT

ESMT. EASEMENT

E.W. EACH WAY

EXIST. EXISTING

EXP. JT. EXPANSION JOINT

F.D. FLOOR DRAIN

F.D.E.P. FLORIDA DEPT. OF

ENVIRONMENTAL PROTECTION

F.D.O.T. FLORIDA DEPT. OF

TRANSPORTATION

F.F. FINISHED FLOOR

F.H. FIRE HYDRANT

FLG. FLANGE

FL. FLOW LINE

FM FORCEMAIN

FT. FEET

FTG. FOOTING

GA GAUGE

GAL. GALLONS

GEN. GENERATOR

GRD. GROUND

G.S.P. GALVANIZED STEEL PIPE

GM GAS MAIN

GPM GALLONS PER MINUTE

GV GATE VALVE

HB HOSE BIBB

HDWL. HEADWALL

HT. HEIGHT

HP HIGH POINT

HORIZ. HORIZONTAL

H.W.L. HIGH WATER LEVEL

I.D. INSIDE DIAMETER

IN. INCHES

INV. INVERT

I.P. IRON PIPE

I.R. IRON ROD

J.B. JUNCTION BOX

JUNC. JUNCTION

LAT. LATERAL

LF LINEAR FEET

REF: REFERENCE MADE TO AN APPLICABLE

SECTION(S) OF THE TECHNICAL

SPECIFICATIONS FOR THIS PROJECT.

LEGEND

GUY WIRE AND ANCHOR EXISTING STORM PIPE

CAP EXISTING BURIED TELEPHONE

PLUG EXISTING FIBER OPTIC CABLE

BENCHMARK EXISTING BURIED ELECTRIC

TREE (TYPE & SIZE NOTED) EXISTING OVERHEAD ELECTRIC

SHRUB EXISTING CABLE TV (BURIED)

PROPOSED ELEVATION EXISTING ELEVATION

PROPOSED FORCE MAIN EXISTING FORCE MAIN

PROPOSED GRAVITY MAIN EXISTING GRAVITY MAIN

PROPOSED WATER SERVICE EXISTING WATER MAIN

PROPOSED CHAIN-LINK FENCE EXISTING CHAN-LINK FENCE

PROPOSED WOOD FENCE EXISTING WOOD FENCE

PROPOSED POWER POLE EXISTING POWER POLE

PROPOSED MANHOLE (SPECIFY) EXISTING MANHOLE (SPECIFY)

PROPOSED VALVE (SPECIFY) EXISTING VALVE (SPECIFY)

PROPOSED WATER METER EXISTING WATER METER

PROPOSED BACK-FLOW EXISTING BACK-FLOW

PREVENTER PREVENTER

AKA ALSO KNOWN AS L.S. LIFT STATION

LT LEFT

L.W.L. LOW WATER LEVEL

MAX. MAXIMUM

MATL MATERIAL

M.H. MANHOLE

MIN. MINIMUM

MOD MODIFIED

M.O.T. MAINTENANCE OF TRAFFIC

M.J. MECHANICAL JOINT

N.G. NATURAL GROUND

NO. NUMBER

NPW NON-POTABLE WATER

N.T.S. NOT TO SCALE

O.C.U. ORANGE COUNTY UTILITIES

O.D. OUTSIDE DIAMETER

O.H.E. OVERHEAD ELECTRIC

O.U.C. ORLANDO UTILITY COMMISSION

PAVT. PAVEMENT

P.B. PULL BOX

PG. PAGE

P.I. POINT OF INTERSECTION

PL PROPERTY LINE

POLY. POLYETHYLENE

PP POWER POLE

PROP. PROPOSED

PS PUMP STATION

P.S.I. POUNDS PER SQUARE INCH

P.U.E. PERMANENT UTILITY EASEMENT

PV PLUG VALVE

RAD. PT. RADIUS POINT

R RADIUS

RCP REINFORCED CONCRETE PIPE

REINF. REINFORCED

REQ. REQUIRED

RPZ REDUCED PRESSURE ZONE

BACKFLOW PREVENTER

RT. RIGHT

RW RECLAIMED WATER

R/W RIGHT OF WAY

SAN. SANITARY SEWER

SCH. SCHEDULE

S.D. STORM DRAIN

S.F. SQUARE FEET

ENVIRONMENTAL PROTECTION

SHT. SHEET

TRANSPORTATION

SPECS. SPECIFICATIONS

SQ. SQUARE

SS STAINLESS STEEL

STA. STATION

STD. STANDARD

STL. STEEL

S.Y. SQUARE YARDS

TEL TELEPHONE

T&B TOP AND BOTTOM

TBM TEMPORARY BENCH MARK

TCE TEMPORARY CONSTRUCTION

EASEMENT

TEMP. TEMPORARY

THD. THREADED

THK. THICK

TYP. TYPICAL

U.G. UNDERGROUND

VAC VOLTABE ALTERNATING CURRENT

VCP VITRIFIED CLAY PIPE

VDC VOLTAGE DIRECT CURRENT

VERT. VERTICAL

V.V.H. VERIFIED VERTICALLY &

HORIZONTALLY

W/ WITH

WM WATERMAIN

W/M WATER METER

WP WALL PIPE

WS WATER SERVICE

W.S. WATER SURFACE

WWF WELDED WIRE FABRIC

"X" SPOT ELEVATION

FKA FORMALLY KNOWN AS

I.E. INVERT ELEVATION

BCL BURRIED CABLE LINE

POLE_ID POLE_ID

GENERAL NOTES

1. EXCAVATE CAUTIOUSLY LOCATIONS OF EXISTING UTILITIES INDICATED HERE IN ARE BASED ON BEST AVAILABLE INFORMATION AND ARE NOT TO BE CONSIDERED ALL INCLUSIVE. CONTRACTOR SHALL VERIFY EXACT LOCATION, CHARACTER AND NATURE OF ALL EXISTING AND PROPOSED UTILITIES PRIOR TO BEGINNING CONSTRUCTION AND PRIOR TO FABRICATION OF PIPING AND EQUIPMENT TO

ENSURE PROPER ASSEMBLY OF ALL ITEMS.

2. COVER OVER ALL PIPES SHALL BE THREE (3) FEET MINIMUM, OR AS SHOWN.

3. PIPES SHALL NOT BE DEFLECTED.

4. ALL PIPE JOINTS SHALL BE MECHANICALLY RESTRAINED AND BELLS SHALL BE RFD.

5. ALL EXCAVATIONS SHALL BE BACK FILLED AT THE END OF EACH WORK DAY. ALL FINAL BACK FILL IS

TO BE COMPACTED TO 98% OF MAXIMUM MODIFIED PROCTOR.

6. ALL SITE WORK SHALL BE COORDINATED WITH THE COUNTY RESIDENT PROJECT REPRESENTATIVE

(RPR).

7. ELEVATIONS SHOWN ARE BASED ON NAVD 1988 DATUM.

8. NEW OR RELOCATED, UNDERGROUND WATER MAINS SHALL BE LAID TO PROVIDE A HORIZONTAL DISTANCE OF AT LEAST SIX FEET, AND PREFERABLY TEN FEET, BETWEEN THE OUTSIDE OF THE

WATER MAIN AND THE OUTSIDE OF ANY EXISTING OR PROPOSED GRAVITY- OR PRESSURE-TYPE

SANITARY SEWER, WASTEWATER FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER NOT

REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C. THE MINIMUM HORIZONTAL SEPARATION DISTANCE BETWEEN WATER MAINS AND GRAVITY-TYPE SANITARY SEWERS SHALL BE REDUCED TO THREE FEET WHERE THE BOTTOM OF THE WATER MAIN IS LAID AT LEAST SIX INCHES ABOVE THE TOP

OF THE SEWER. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING ANY EXISTING OR

PROPOSED GRAVITY-OR VACUUM-TYPE SANITARY SEWER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST SIX INCHES, AND PREFERABLY 12 INCHES, ABOVE OR AT LEAST 12 INCHES BELOW THE OUTSIDE OF THE OTHER PIPELINE. HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE. NEW OR RELOCATED, UNDERGROUND WATER MAINS CROSSING

ANY EXISTING OR PROPOSED PRESSURE TYPE SANITARY SEWER, WASTEWATER OR STORMWATER

FORCE MAIN, OR PIPELINE CONVEYING RECLAIMED WATER SHALL BE LAID SO THE OUTSIDE OF THE WATER MAIN IS AT LEAST 12 INCHES ABOVE OR BELOW THE OUTSIDE OF THE OTHER PIPELINE.

HOWEVER, IT IS PREFERABLE TO LAY THE WATER MAIN ABOVE THE OTHER PIPELINE.

AT THE UTILITY CROSSINGS DESCRIBED ABOVE, ONE FULL LENGTH OF WATER MAIN PIPE SHALL BE CENTERED ABOVE OR BELOW THE OTHER PIPELINE SO THE WATER MAIN JOINTS WILL BE AS FAR AS POSSIBLE FROM THE OTHER PIPELINE. ALTERNATIVELY, AT SUCH CROSSINGS, THE PIPES SHALL BE

ARRANGED SO ALL WATER MAIN JOINTS ARE AT LEAST THREE FEET FROM ALL JOINTS IN

VACUUM-TYPE SANITARY SEWERS, OR PIPELINES CONVEYING RECLAIMED WATER REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C., AND AT LEAST SIX FEET FROM ALL JOINTS IN GRAVITY-OR

PRESSURE-TYPE SANITARY SEWERS, WASTEWATER FORCE MAINS, OR PIPELINES CONVEYING

RECLAIMED WATER NOT REGULATED UNDER PART III OF CHAPTER 62-610, F.A.C.

9. ALL EXISTING AND PROPOSED WATER, WASTEWATER AND REUSE VALVES SHALL BE OPERATED BY

ORANGE COUNTY UTILITIES AUTHORIZED REPRESENTATIVES. EXISTING VALVE BOXES AND

MANHOLES, WHICH ARE TO REMAIN, SHALL BE ADJUSTED TO THE FINISHED GRADE. ALL VALVES

UNDER CONSTRUCTION SHALL REMAIN CLOSED DURING CONSTRUCTION.

10. THE CONTRACTOR SHALL PROVIDE TANKERS AND SIGNED DOCUMENT ACKNOWLEDGING THE

UNDERSTANDING OF THE ORANGE COUNTY UTILITY "EMERGENCY WASTEWATER SPILL AND WATER

MAIN BREAK PROCEDURES", IN THE PRE-CONSTRUCTION PACKET FOR THE MEETING.

11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ON-SITE DURING THE LIFE OF THE PROJECT, A WEATHERPROOF ENCLOSURE CONTAINING A READILY ACCESSIBLE LIST OF EMERGENCY CONTACTS

AND PHONE NUMBERS.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SATISFACTION OF ALL REQUIREMENTS OF

REGULATORY AGENCY PERMITS WITH REGARD TO CONSTRUCTION ACTIVITIES AND RELATED

CONDITIONS.

13. THE CONTRACTOR SHALL CALL SUNSHINE STATE ONE CALL NO LESS THAN FORTY-EIGHT (48) HOURS

PRIOR TO THE START OF CONSTRUCTION. - PHONE - 800-432-4777.

14. ADVANCE NOTIFICATION OF CONSTRUCTION

THE ORANGE COUNTY UTILITY CONSTRUCTION SECTION (407) 254-9798, SHALL BE NOTIFIED AT LEAST

SEVEN (7) DAYS PRIOR TO ANY CONSTRUCTION ACTIVITY.

15. THE CONTRACTOR SHALL MAKE EXPLORATORY EXCAVATIONS AT ALL LOCATION OF PROPOSED WORK AND FIELD LOCATE EXISTING UTILITIES. THE EXPLORATORY EXCAVATIONS SHALL BE MADE A MINIMUM OF FORTY-EIGHT (48) HOURS IN ADVANCE OF THE WORK. IF THERE IS A POTENTIAL CONFLICT, THE CONTRACTOR SHALL NOTIFY THE COUNTY RESIDENT PROJECT REPRESENTATIVE IMMEDIATELY WITH INFORMATION WHICH SHALL INCLUDE LOCATION, ELEVATION, UTILITY TYPE, MATERIAL AND SIZE.

16. THE DISPOSAL OF ANY EXCESS EARTH WORK MATERIAL SHALL BE THE RESPONSIBILITY OF THE

CONTRACTOR.

17. THE CONTRACTOR SHALL REPLACE WITH EQUAL MATERIAL, OR AS DIRECTED BY THE RPR, ALL PAVING, GRASSED AREAS, STABILIZED EARTH, DRIVEWAYS, ETC., DISTURBED OR DAMAGED BY THE CONSTRUCTION OR RELATED ACTIVITIES. ALL DISTURBED AREAS SHALL BE SODDED, EXCEPT DIRT

DRIVES AND WHERE INDICATED IN THE DRAWINGS.

18. SALVAGE AND/OR DISPOSAL OF ALL EXISTING EQUIPMENT SHALL BE AT THE DIRECTION OF THE RPR.

19. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER DISPOSAL OF ALL STRUCTURES, PIPE, CONDUIT, WIRE, FITTINGS, PANELS, ETC. THAT ARE DEMOLISHED, DISASSEMBLED, OR REMOVED, PER

SECTION 02080 OF THE SPECIFICATION MANUAL OF THIS PROJECT.

20. CONTRACTOR SHALL PROTECT AND MAINTAIN ALL EXISTING TREE, SHRUBS, AND PLANTS UNLESS

OTHERWISE NOTED.

21. FINISHED GRADE ELEVATION AT THE BUILDING FACE WHERE NOT ADJACENT TO PAVEMENT SHALL BE

APPROXIMATE 6 INCH BELOW FINISHED FLOOR ELEVATIONS UNLESS OTHERWISE NOTED.

22. THE CONTRACTOR IS RESPONSIBLE TO SUBMIT A CAR (CONSTRUCTION ADMINISTRATION REQUEST) TO THE OWNER'S REPRESENTATIVE FOR ANY INTERACTION REQUIRING THE INVOLVEMENT OF THE

OWNER'S OPERATIONAL STAFF INCLUDING BUT NOT LIMITED TO THE FOLLOWING EXAMPLES:

EXISTING VALVE ACTUATION, PROCESS INTERRUPTION, EQUIPMENT OPERATION INTERRUPTION, POWER INTERRUPTIONS, FLOW DIVERSIONS, TRAINING. THE CONTRACTOR WILL NOT HAVE

CONTRACT WITH THE OPERATIONS STAFF WITHOUT OWNER'S REPRESENTATIVE'S KNOWLEDGE.

THE OWNER'S REPRESENTATIVE RESERVES THE RIGHT TO DIRECT THE CONTRACTOR TO PROVIDE A CAR AT HIS DISCRETION. UNLESS OTHERWISE NOTED BY THE OWNER'S REPRESENTATIVE, A CAR SHALL BE SUBMITTED A MINIMUM OF SEVEN (7) CALENDAR DAYS IN ADVANCE OF THE INTENDED

OPERATION NOTED WITHIN THE CAR. UNLESS OTHERWISE NOTED WITHIN THE CONTRACT

DOCUMENTS, FOR ALL ACTIVITIES AFFECTING TREATMENT PROCESS OPERATION, A CAR SHALL BE

SUBMITTED A MINIMUM OF THIRTY (30) DAYS IN ADVANCE OF THE SCHEDULED ACTIVITY.

UNLESS OTHERWISE NOTED WITHIN THE CONTRACT DOCUMENTS, THE SCHEDULE FOR

PERFORMING WORK WHICH WILL REQUIRE SHUTTING DOWN A UNIT PROCESS MUST BE

COORDINATED WITH THE OWNER BY CAR SUBMITTAL A MINIMUM OF SIXTY (60) DAYS IN ADVANCE

OF THE SCHEDULE ACTIVITY. REFERENCE A BLANK COPY OF THE FORM IN APPENDIX B OF THE

SPECIFICATIONS.

23. CONTRACTOR SHALL FIELD VERIFY PRECISE LOCATION, ELEVATION, AND ARRANGEMENT OF

CONNECTIONS OF NEW PIPELINES WITH EXISTING PIPELINES BASED ON FIELD CONDITIONS,

INCLUDING EXPOSING EXISTING PIPING PRIOR TO FABRICATING NEW PIPING. CONTRACTOR SHALL

PROVIDED FITTINGS, ADAPTERS, SOLID SLEEVE CLOSURES, AND HARNESSED MECHANICAL

COUPLING; ROTATE FITTINGS; DEFLECT JOINTS; AND MODIFY EXISTING PIPING AS APPLICABLE AND

AS REQUIRED TO MAKE CONNECTIONS, INCLUDING ADJUSTMENTS FOR ANY OFFSETS IN

CENTERLINE ELEVATIONS BETWEEN PIPELINES. CONTRACTOR SHALL PROVIDE TEMPORARY PLUG

WITH FACTORY OUTLET SIZED AS REQUIRED FOR CONTRACTOR'S TESTING AND DISINFECTION

WORK BEFORE MAKING CONNECTION, WHEN APPLICABLE. CONTRACTOR SHALL COORDINATE

MAKING EACH CONNECTION WITH THE OWNER.

24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DE-WATERING REQUIRED DURING

CONSTRUCTION AND TO OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR THE TEMPORARY

DEWATERING OF DRAINAGE STRUCTURES.

25. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL TEMPORARY PLUGS, BLOCKING, TAPS, AND

TESTING EQUIPMENT REQUIRED TO COMPLETE PRESSURE TESTING, AS SPECIFIED.

26. THE CONTRACTOR SHALL NOTIFY THE COUNTY SEVEN (7) WORKING DAYS IN ADVANCE OF ANY

SANITARY FORCE MAIN SHUT-DOWN.

27. ADVANCE NOTIFICATION OF PENDING CONNECTION

THE ORANGE COUNTY UTILITY WATER DIVISION AND THE ORANGE COUNTY UTILITY WATER

RECLAMATION DIVISION SHALL BE NOTIFIED AT LEAST SEVEN (7) DAYS IN ADVANCE TO SCHEDULE

MAIN TIE-INS AND VALVE OPERATIONS.

28. REPAIR IMMEDIATELY

ALL DAMAGE TO ORANGE COUNTY MAINS SHALL BE REPAIRED IMMEDIATELY BY THE CONTRACTOR

AT THE CONTRACTOR'S EXPENSE. IF THE REPAIR IS NOT DONE IN A TIMELY MAINER, AS

DETERMINED BY THE ORANGE COUNTY UTILITY RPR, ORANGE COUNTY MAY PERFORM REPAIRS

AND THE CONTRACTOR WILL BE CHARGED FOR SAID REPAIRS.

29. TELEPHONE NOTIFICATIONS

THE ORANGE COUNTY DISPATCH OPERATOR SHALL BE NOTIFIED IMMEDIATELY IN THE EVENT OF A

FORCEMAIN, GRAVITY SEWER, OR WATER MAIN BREAK OR DAMAGE AT (407)836-2777 (24-HOURS

ASSISTANCE).

30. ALL WORK AND MATERIAL SHALL CONFORM TO THE ORANGE COUNTY UTILITIES STANDARDS AND CONSTRUCTION SPECIFICATIONS MANUAL, LATEST EDITION OR AS INDICATED IN THE PROJECT

SPECIFICATIONS OR DRAWINGS.

31. THE EXISTING PROCESS FACILITIES SHALL REMAIN IN OPERATION CONTINUOUSLY THROUGHOUT THE CONSTRUCTION ACTIVITIES. INDIVIDUAL PROCESS FACILITIES CAN BE TAKEN OUT OF SERVICE

FOR LIMITED PERIODS OF TIME AS COORDINATED WITH THE COUNTY.

32. CONTRACTOR IS CAUTIONED TO MAKE CONTINUOUS OBSERVATIONS OF THE EXISTING STRUCTURE DURING THE PERFORMANCE OF HIS WORK. SHOULD HE BECOME AWARE OF ANY SITUATIONS THAT REQUIRE FURTHER INVESTIGATION OR STUDY, SUCH AS CRACKS AND MOVEMENTS, ETC., HE/SHE

SHALL IMMEDIATELY NOTIFY THE ENGINEER AND OWNER.

33. THE CONTRACTOR SHALL OBTAIN ALL PERMITS AT CONTRACTOR'S EXPENSE BEFORE STARTING

ANY WORK OR ORDERING ANY MATERIAL. DO NOT BEGIN CONSTRUCTION UNLESS AND UNTIL A

WRITTEN PERMIT HAS BEEN ISSUED IN ACCORDANCE WITH THE REQUIREMENTS OF THE BUILDING

CODE. SUBMIT ORIGINAL COPIES TO OWNER BEFORE PROCEEDING.

34. THE CONTRACTOR SHALL PROTECT PROPERTY FROM DEBRIS AND DUST, WITHIN WORKING AREA.

35. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH MECHANICAL AND

ELECTRICAL DRAWINGS WHERE APPLICABLE.

G-300 General Notes.dwg

AS SHOWN

DEMOLITION NOTES

1. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUPPORT, SECURE, REMOVE

IF NECESSARY, AND REINSTALL ANY EXISTING MECHANICAL EQUIPMENT

PRIOR TO ANY DEMOLITION ACTIVITIES.

2. ANY DAMAGE TO EXISTING STRUCTURES TO REMAIN OR ADJACENT AREAS,

SHALL BE RECTIFIED TO THE SATISFACTION OF THE OWNER AT THE

CONTRACTOR'S EXPENSE.

3. DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS SHALL BE DONE IN AN

ORDERLY MANNER WITH THE LEAST POSSIBLE DISRUPTION TO THE

OPERATION OF THE FACILITIES.

4. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERS

REPRESENTATIVE AND ENGINEER REGARDING HOURS FOR DEMOLITION,

REMOVAL OF DEBRIS, DELIVERY AND STORAGE OF MATERIAL, ACCESS AND

EGRESS, ETC.

5. AT COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL CLEAN

AREAS OF ANY ACCUMULATION OF DEBRIS, MATERIALS, DIRT, ETC.,

RESULTING FROM DEMOLITION OPERATIONS. IT IS NOT PERMITTED TO

ALLOW DEBRIS TO ACCUMULATE AND IT SHALL BE REMOVED FROM THE SITE

AS SOON AS POSSIBLE.

6. DO NOT REMOVE NON-DAMAGED SOUND MATERIAL. THE EXACT EXTENT OF

DEMOLITION SHALL BE ESTABLISHED BY SOUNDING THE DAMAGED AREA.

UTILITIES ORANGE COUNTY DISPACT --------------- 407-836-2777 (24-HR ASSISTANCE)

WASTEWATER ORANGE COUNTY UTILITIES (O. C. U.) ----------- 407-254-9680

EMERGENCY NUMBERS

REF: REFERENCE MADE TO THE LATEST BUILDING CODE

DEMOLITION NOTES

1. TANKS SHALL BE EMPTIED AND CLEANED FROM SURFACE DEBRIS AND

SLUDGE, REMOVE ALL VEGETATION FROM TANKS AND WALKWAYS.

CONCRETE SURFACES SHALL BE ADEQUATELY CLEAN TO ALLOW

INSPECTION AND REPAIR.

2. DEMOLITION SHALL BE PERFORMED BY QUALIFIED AND EXPERIENCED

PERSONNEL. DEMOLITION OPERATIONS SHALL BE PERFORMED IN AN

ORDERLY AND CONTROLLED MANNER TO PREVENT HAZARDS TO

PERSONNEL AND PROPERTY.

3. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS AND

EQUIPMENT NECESSARY TO PERFORM ALL OPERATIONS REQUIRED FOR

THE DEMOLITION, REMOVAL, CUTTING AND ALTERATION OF WORK

SHOWN ON THE DRAWINGS.

4. THE CONTRACTOR SHALL PROVIDE, INSTALL AND MAINTAIN ALL

NECESSARY FALSEWORK, SHORING, BRACING, WEDGING AND ANY

OTHER TEMPORARY CONSTRUCTION REQUIRED. THE CONTRACTOR

SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURE DURING

THIS OPERATION. THE CONTRACTOR SHALL TAKE ADEQUATE

PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING STRUCTURE AND

IS RESPONSIBLE FOR SITE SAFETY AND PROTECTION OF THE PUBLIC,

WORKMEN AND PROPERTY DURING ALL PHASES OF THE WORK.

5. THE CONTRACTOR SHALL BE RESPONSIBLE TO SUPPORT, SECURE,

REMOVE IF NECESSARY, AND REINSTALL ANY EXISTING MECHANICAL

EQUIPMENT PRIOR TO ANY DEMOLITION ACTIVITIES.

6. ANY DAMAGE TO EXISTING STRUCTURES TO REMAIN OR ADJACENT

AREAS, SHALL BE RECTIFIED TO THE SATISFACTION OF THE OWNER AT

THE CONTRACTOR'S EXPENSE.

7. DEMOLITION OPERATIONS AND REMOVAL OF DEBRIS SHALL BE DONE IN

AN ORDERLY MANNER WITH THE LEAST POSSIBLE DISRUPTION TO THE

OPERATION OF THE FACILITIES.

8. THE CONTRACTOR SHALL COORDINATE WITH THE OWNERS

REPRESENTATIVE AND ENGINEER REGARDING HOURS FOR DEMOLITION,

REMOVAL OF DEBRIS, DELIVERY AND STORAGE OF MATERIAL, ACCESS

AND EGRESS, ETC.

9. AT COMPLETION OF EACH DAY'S WORK, THE CONTRACTOR SHALL CLEAN

AREAS OF ANY ACCUMULATION OF DEBRIS, MATERIALS, DIRT, ETC.,

RESULTING FROM DEMOLITION OPERATIONS. IT IS NOT PERMITTED TO

ALLOW DEBRIS TO ACCUMULATE AND IT SHALL BE REMOVED FROM THE

SITE AS SOON AS POSSIBLE.

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic/Transportation

KL / DEM

DEM

GCM

97011

1 11/1/2021 ADDENDUM 1

J:\O28604\Civil\DWG\_Current_Plan_Set\O28604 G-300 - G-400 General Notes.dwg

GENERAL NOTES, ABBREVIATIONS AND

LEGEND

EWRF SCADA SERVERS & OPERATIONS

IMPROVEMENTS

ORANGE COUNTY FLORIDA

General Notes.dwg

AS SHOWN

EROSION AND SEDIMENT CONTROLS:

1. AN EROSION CONTROL PLAN SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE ENGINEER FOR APPROVAL PRIOR TO THE PRE-CONSTRUCTION MEETING. THE CONTRACTOR SHALL EXECUTE ALL MEASURES NECESSARY TO LIMIT THE TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT TO THE VOLUME AND AMOUNT AS THAT ARE EXISTING PRIOR TO THE COMMENCEMENT OF CONSTRUCTION PERIOD. PROVISION MUST BE MADE TO PRESERVE THE INTEGRITY AND CAPACITY OF CHECK WEIRS, SEDIMENT BASINS, SLOPE DRAINS, GRADING PATTERNS, ETC. REQUIRED TO MEET THIS PROVISION THROUGHOUT THE LIFE OF THE CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE HAY BALES, SILT BARRIERS, TEMPORARY GRASSING, ETC. AS REQUIRED TO FULLY COMPLY WITH THE INTENT OF THIS SPECIFICATION. PROVIDE STORM WATER BY-PASS PIPING OF PUMPING TO

MAINTAIN DRAINAGE IN ALL LOCATIONS NECESSARY FOR EQUIPMENT STAGING.

A. STOCKPILING MATERIAL

NO EXCAVATED MATERIAL SHALL BE STOCKPILED IN SUCH A MANNER AS TO DIRECT RUNOFF DIRECTLY OFF THE PROJECT SITE OR INTO ANY ADJACENT WATER BODY OR STORMWATER COLLECTION FACILITY.

B. EXPOSED AREA LIMITATION

THE SURFACE AREA OF OPEN, RAW ERODABLE SOIL EXPOSED BY CLEARING AND GRUBBING OPERATIONS OR EXCAVATION AND FILLING OPERATIONS SHALL BE CONTROLLED, SO THAT THIS OPERATION WILL NOT

SIGNIFICANTLY AFFECT OFFSITE DEPOSIT SEDIMENTS.

C. INLET PROTECTION

INLETS AND CATCH BASINS SHALL BE PROTECTED FROM SEDIMENT LADEN STORMWATER RUNOFF UNTIL THE COMPLETION OF THE ALL CONSTRUCTION OPERATIONS THAT MAY CONTRIBUTE SEDIMENT TO THE INLET.

D. TEMPORARY SEEDING

AREAS OPENED BY CONSTRUCTION OPERATIONS THAT ARE NOT ANTICIPATED TO BE DRESSED OR RECEIVE FINAL GRASSING TREATMENT WITHIN THIRTY (30) DAYS SHALL BE SEEDED WITH A QUICK GROWING GRASS SPECIES WHICH WILL PROVIDE AN EARLY COVER, DURING THE SEASON IN WHICH IT IS PLANTED. TEMPORARY SEEDING SHALL BE CONTROLLED SO AS TO NOT ALTER OR COMPETE WITH PERMANENT GRASSING. THE RATE

OF SEEDING SHALL BE 30 POUNDS PER ACRE.

E. TEMPORARY SEEDING AND MULCHING

SLOPES STEEPER THAN 6:1 THAT FALL WITHIN THE CATEGORY ESTABLISHED IN 4 ABOVE, SHALL ADDITIONALLY RECEIVE MULCHING OF APPROXIMATELY TWO (2) INCHES, LOOSE MEASURE, OF MULCH

MATERIAL CUT INTO THE SOIL OF THE SEEDED AREA TO A DEPTH OF FOUR (4) INCHES.

F. TEMPORARY GRASSING

SEEDED OR SEEDED AND MULCHED AREA(S) SHALL BE ROLLED AND WATERED AS REQUIRED TO ASSURE

OPTIMUM GROWING CONDITIONS FOR THE ESTABLISHMENT OF A GOOD GRASS COVER.

G. TEMPORARY RE-GRASSING

IF, AFTER 14 DAYS, THE TEMPORARY GRASSED AREAS HAVE NOT ATTAINED A MINIMUM OF 75% GOOD GRASS COVER, THE AREA WILL BE REWORKED AND ADDITIONAL SEEDS APPLIED TO ESTABLISH THE DESIRED

VEGETATION COVER.

H. MAINTENANCE

ALL FEATURES OF THE PROJECT SHALL BE CONSTRUCTED TO PREVENT EROSION AND SEDIMENT AND SHALL BE MAINTAINED DURING THE LIFE OF THE CONSTRUCTION SO AS TO FUNCTION PROPERLY WITHOUT THE

TRANSPORT OF SEDIMENTS OUTSIDE THE LIMITS OF THE PROJECT.

2. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985 AND SHALL BE INSTALLED ALONG THE WESTERN LIMITS OF THE

PROJECT.

3. TEMPORARY SILT FENCES AND STAKED SILT BARRIERS, SHALL BE IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATION, SEC. 104.6, 104.7 AND SEC. 985 AND SHALL BE INSTALLED ALONG THE WESTERN LIMITS OF THE

PROJECT.

G-400 General Notes.dwg

AS SHOWN

SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

DRAWING NO. :

OF

REV DATE DESCRIPTION

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.:

CADD FILE:

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY) www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215

Survey L.B. No. 7143

Arch. Lic. No. AA2600926

Lndscp. Lic. No. LC0000298

A Full Service A & E Firm

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic/Transportation

KL / DEM

DEM

GCM

J:\O28604\Civil\DWG\_Current_Plan_Set\O28604 G-300 - G-400 General Notes.dwg

OUC ENGINEERING NOTES

EWRF SCADA SERVERS & OPERATIONS

IMPROVEMENTS

ORANGE COUNTY FLORIDA

97011 www.cphcorp.com

1117 East Robinson Street ~ Orlando, FL 32801 ~ Phone: 407.425.0452

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

Architects Engineers

Environmental Landscape Architects

M / E / P Planners

Surveyors Traffic/Transportation

A Full Service A & E Firm SCALE:

SHEET:9150 CURRY FORD ROAD ORLANDO, FL. 32825

ORANGE COUNTY

ENGINEERING DIVISION

UTILITIES DEPARTMENT

DRAWING NO. :

OF

DESIGNED BY:

DRAWN BY:

CHECKED BY:

OCU FILE NO.: X

CADD FILE: X

LINE IS 2 INCHES

AT FULL SIZE

(IF NOT SCALE ACCORDINGLY)

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

AS SHOWN97011

BID SET

C:\Users\jmillard\Documents\O28604_Orange County Utilities Operations Improvements - A - 2022_jmillard1.rvt

8/7/2024 1:12:46 PM

A001

EWRF SCADA SERVERS & OPERATIONS

IMPROVEMENTS,

ORANGE COUNTY FLORIDA

GENERAL INFORMATION AND ABBREVIATIONS

O28604

JKM

BKS

CPH

ABREVIATIONS

A

& AND

@ AT

A/E ARCHITECT / ENGINEER

AB ANCHOR BOLT

AC AIR CONDITIONING

ACC ACCESSIBLE

ACOUST ACOUSTICAL

ACT ACOUSTIC CEILING TILE

AD AREA DRAIN

AD ACCESS DOOR

ADJ ADJACENT

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AGGR AGGREGATE

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZED

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ASPH ASPHALT

ATTN ATTENTION

AUTO AUTOMATIC

AV AUDIOVISUAL

B

BD BOARD

BIT BITUMINOUS

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BOB BOTTOM OF BEAM

BOC BOTTOM OF CURB

BOT BOTTOM

BRG BEARING

BRK BRICK

BRKT BRACKET

BSMNT BASEMENT

BUR BUILT UP ROOFING

C

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CAT CATEGORY

CB CATCH BASIN

CB CEMENT BOARD

CBU CEMENTITIOUS BACKER UNIT

CCTV CLOSED CIRCUIT TELEVISION

CEM CEMENT

CER CERAMIC

CG CORNER GUARD

CH CHILLER

CI CAST IRON

CIP CAST-lN-PLACE

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTR COUNTER

CO CLEANOUT

COL COLUMN

CONC CONCRETE

COND CONDITION

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS

CONTR CONTRACTOR

COORD COORDINATE

CORR CORRIDOR

CPT CARPET

CT CERAMIC TILE

CTR CENTER

CTSK COUNTERSUNK

CUST CUSTODIAL

CW COLD WATER

D

D DEEP, DEPTH

DBL DOUBLE

DEG DEGREE

DEMO DEMOLISH OR DEMOLITION

DEMO DEMOLITION

DEPT DEPARTMENT

DF DRINKING FOUNTAIN

DIA DIAMETER

DIAG DIAGONAL

DIFF DIFFUSER

DIM DIMENSION

DIMS DIMENSIONS

DISP DISPENSER

DIV DIVISION

DMPF DAMP PROOFING

DN DOWN

DO DOOR OPENING

DR DOOR

DRN DRAIN

DS DOWNSPOUT

DTL DETAIL

DW DISHWASHER

DWG DRAWING

DWR DRAWER

GENERAL NOTES TO CONTRACTOR

1 APPLICABLE BUILDING CODE AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED IN THE SPECIFICATIONS OR ON THE

DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE". THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR OMISSIONS DISCOVERED TO

THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING ANY WORK.

2 THE GENERAL CONTRACTOR SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE RULES OF THE BUILDING RELATIVE TO CONSTRUCTION; WHEN AND HOW DELIVERIES CAN BE MADE, WHAT PHASES AND TYPES OF CONSTRUCTION MAY BE DONE ON REGULAR OR OVERTIME BASIS AND, IN GENERAL, ANY SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE COST OF ALL WORK BORNE BY THE GENERAL CONTRACTOR. ALL WORK SHALL CONFORM TO ALL BASE BUILDING STANDARD SPECIFICATIONS AND BUILDING REGULATIONS WHICH THE GENERAL CONTRACTOR SHALL OBTAIN PRIOR TO SUBMISSION OF BID.

3 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE SUB-CONTRACTORS RECEIPT OF COMPLETE SETS OF THESE DOCUMENTS AS WELL AS ALL FUTURE ADDENDA, BULLETINS, FIELD DIRECTIVES AND CHANGE ORDERS.

4 THE GENERAL CONTRACTOR SHALL COORDINATE WITH BUILDING MANAGEMENT THE STORAGE OF MATERIALS. GENERAL CONTRACTOR SHALL PROVIDE PROTECTION AS NECESSARY TO PREVENT VANDALISM AND LOSS OF MATERIALS BY THEFT OR DAMAGE SUSTAINED DUE TO EXPOSURE TO INAPPROPRIATE ENVIRONMENTAL CONDITIONS. GENERAL CONTRACTOR WILL REPAIR AND REPLACE ANY DAMAGE OR

LOSS AT THE GENERAL CONTRACTOR'S EXPENSE WITHOUT CHARGE TO THE OWNER / TENANT.

5 1.WHERE ADJACENT AREAS BEYOND THE IMMEDIATE CONSTRUCTION AREA WILL BE OCCUPIED DURING THE CONSTRUCTION PERIOD, THE GENERAL CONTRACTOR SHALL:

a.CONFORM TO OWNERS AND TENANT REQUIREMENTS FOR HOURS OF CONSTRUCTION OPERATIONS, ACCESS TO TENANT SPACES AND

ALLOWABLE NOISE LEVEL DURING TENANT BUSINESS HOURS;

b.NOT BLOCK HALLWAYS, ACCESSIBLE ROUTES OR MEANS OF EGRESS FOR TENANTS OF BUILDING;

c.NOT CAUSE INTERRUPTIONS OF ELECTRICAL SERVICES TO THE TENANTS OF THE BUILDING WITHOUT PRIOR NOTIFICATION AND

APPROVALS;

d.PROPERLY PROTECT ALL FLOORS, MAIL CHUTES AND DOORS IN PUBLIC AREAS SUBJECT TO CONSTRUCTION TRAFFIC;

e.PROVIDE SHOE WIPING MATS AT ALL OPENINGS BETWEEN CONSTRUCTION AREAS AND ALL PUBLIC SPACES;

f.KEEP ALL ACTIVE AREAS CLEAN AND FREE FROM DEBRIS;

g.ERECT AND MAINTAIN TEMPORARY BRACING, LIGHTS, DUSTPROOF PARTITIONS, BARRICADES, FENCES AND WARNING SIGNS AS NECESSARY TO PREVENT INJURY, NOISE, DUST AND INCONVENIENCE TO OTHER TENANTS, THE PUBLIC AND TO PREVENT DAMAGE TO

ADJACENT CONSTRUCTION TO REMAIN;

h.FOLLOW THE RECOMMENDED CONTROL MEASURES OF THE SHEET METAL AND AIR CONDITIONING NATIONAL CONTRACTORS ASSOCIATION (SMACNA) IAQ GUIDELINES FOR OCCUPIED BUILDINGS UNDER CONSTRUCTION, 2ND EDITION 2008, ANSI / SMACNA 008-2008, CHAPTER 3;

i.INSTALL FILTRATION MEDIA AT ALL RETURN AIR GRILLS FOR PERMANENTLY INSTALLED AIR HANDLERS TO BE USED DURING

CONSTRUCTION WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8;

j.PROVIDE A ZIPWALL (OR SIMILAR) BARRIER IN AREAS WHERE NO IMMEDIATE ADJACENT SPACES (I.E. CORRIDORS) ARE AVAILABLE, SEPARATING THE CONSTRUCTION SPACE FROM ANY OCCUPIED SPACE;

PROVIDE A TEMPORARY FRAMED PARTITION IN AREAS WHERE LARGER SPACES ARE REQUIRED TO BE SEPARATE AND PORTIONS OF ROOMS ARE OCCUPIED. FINISHED SIDE OF TEMPORARY WALL FACING ADJACENT OCCUPIED SPACE SHALL BE PAINTED TO LOOK

SIMILAR TO THE OCCUPIED SPACE.

6 6.ALL CUTTING, CHASING, DRILLING OR DEMOLITION OF WALLS, SLABS, ETC. REQUIRING THE USE OF JACKHAMMERS OR OTHER HEAVY HAND OR POWER TOOLS SHALL BE PERFORMED AFTER REGULAR BUSINESS HOURS ON AN OVERTIME BASIS, IF NECESSARY, UNLESS THE BUILDING MANAGEMENT AND ANY AFFECTED TENANTS PROVIDE A WRITTEN WAIVER EXPRESSLY PERMITTING OTHERWISE.

7 THE GENERAL CONTRACTOR SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS FOR THE DURATION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND REQUIRED BY GOVERNING AGENCIES HAVING JURISDICTION UNTIL OWNER / TENANT ACCEPTANCE OF THE PREMISES.

8 FOR THE DURATION OF THE PROJECT, ALL EXITS, EXIT AND OPERABLE LIGHTING, FIRE PROTECTION DEVICES AND ALARMS AND ANY OTHER REQUIRED OR EXISTING SAFETY EQUIPMENT SHALL BE MAINTAINED AS REQUIRED BY ANY APPLICABLE CODES, REGULATIONS OR STANDARDS HAVING JURISDICTION OVER THE WORK. UNLESS NOTED OTHERWISE, ALL EXISTING, SERVICES AND DEVICES SHALL

REMAIN ACTIVE AND IN GOOD REPAIR.

9 THE GENERAL CONTRACTOR SHALL PROTECT THE PROPERTY OF THE TENANT AND THE BUILDING OWNER INCLUDING, BUT NOT LIMITED TO, WINDOWS, FLOOR AND CEILING FINISHES, PUBLIC TOILETS, ELEVATORS, DOORS AND BUCKS, ELECTRICAL AND HVAC EQUIPMENT.

THE GENERAL CONTRACTOR SHALL PROTECT ADJOINING PROPERTY. DAMAGE CAUSED BY THE GENERAL CONTRACTOR'S WORK OR WORKMEN MUST BE MADE GOOD IN A TIMELY FASHION. PATCHING AND REPLACEMENT OF DAMAGED WORK SHALL BE PERFORMED AT THE COST OF THE GENERAL CONTRACTOR. THE GENERAL CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ALL OF ITS SUB-CONTRACTORS. IF THE GENERAL CONTRACTOR FAILS TO COMPLETE THE REPAIRS IN A TIMELY FASHION, REPAIRS WILL BE MADE BY A CONTRACTOR SELECTED BY THE OWNER / TENANT OR OWNER / TENANT'S REPRESENTATIVE AND BACK CHARGED TO THE

GENERAL CONTRACTOR ACCORDINGLY.

10 THE GENERAL CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE LANDLORD, TENANT AND ARCHITECT AGAINST ANY AND ALL CLAIMS AND DEMANDS FOR THE DAMAGE TO THE PROPERTY OF ANY PERSON, FIRM OR INDIVIDUAL OR FOR PERSONAL INJURIES (INCLUDING DEATH) ARISING OUT OF OR SUFFERED WHILE ENGAGED IN, OR CAUSED IN WHOLE OR IN PART, BY THE EXECUTION OF THE WORK; THE CONTRACTOR SHALL WELL AND TRULY DEFEND THE LANDLORD, TENANT AND ARCHITECT AND SHALL PAY ALL MONIES AWARDED FOR SUCH DAMAGES OR INJURIES (INCLUDING DEATH), ALL COSTS INCLUDING REASONABLE ATTORNEY'S FEES SUSTAINED AND SHALL OBTAIN A FULL ACQUAINTANCE AND RELEASE IN FAVOR OF THE LANDLORD, TENANT AND ARCHITECT, UNLESS SUCH LIABILITY RESULTS SOLELY FROM THE NEGLIGENCE OF THE LANDLORD, TENANT, ARCHITECT, ITS AGENTS OR EMPLOYEES.

11 THE ARCHITECT SHALL NOT BE HELD RESPONSIBLE FOR THE PERFORMANCE OF ANY WORK, THE MEANS AND METHODS OF CONSTRUCTION CHOSEN BY THE CONTRACTOR OR ANY SUB-CONTRACTORS, NOR SHALL THE ARCHITECT GUARANTEE THE

PERFORMANCE OF THEIR CONTRACTS.

12 THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK OF ALL SUB-CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THE COMPLETION OF THE WORK. IT IS EXPECTED THAT THE GENERAL CONTRACTOR SHALL ALSO CLOSELY COORDINATE THE WORK WITH THAT OF ALL OTHER VENDORS RETAINED BY THE OWNER / TENANT

TO ASSURE THAT ALL SCHEDULES ARE MET AND WORK PROCEEDS WITHOUT DELAY.

13 BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREAS AFFECTED BY THE WORK TO FAMILIARIZE THEMSELVES WITH ALL EXISTING CONDITIONS AND ANY DIFFICULTIES THAT WILL AFFECT THE EXECUTION OF THE WORK.

SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT OR MATERIALS REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN REASONABLY FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND / OR UNUSUAL CONDITIONS TO THE

ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY WORK.

14 THE GENERAL CONTRACTOR SHALL MAKE KNOWN ANY AND ALL LIMITATIONS, EXCLUSIONS OR MODIFICATIONS TO THE PROJECT DURING THE BIDDING PROCESS. ANY AND ALL LIMITATIONS, EXCLUSIONS OR MODIFICATIONS NOT ITEMIZED IN THE BID PROPOSAL DOCUMENTS ARE PRESUMED "INCLUDED", IN WHICH CASE NO ADDITIONAL MONIES WILL BE ALLOCATED FOR THIS WORK.

15 EXISTING CONSTRUCTION AND DIMENSIONS SHOWN ARE PER EXISTING DRAWINGS AND FIELD VERIFICATION OF EXISTING CONDITIONS AND DIMENSIONS. ALL EXISTING INFORMATION MUST BE VERIFIED IN THE FIELD. EVERY EFFORT HAS BEEN MADE TO ASSURE THE ACCURACY OF THE EXISTING CONDITIONS AND DIMENSIONS REFLECTED IN THE CONSTRUCTION DOCUMENTS, HOWEVER, IT IS STILL UP TO THE GENERAL CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS. SHOULD ANY DISCREPANCIES IN THE CONSTRUCTION DOCUMENTS ARISE RESULTING FROM THE GENERAL CONTRACTOR'S FIELD INVESTIGATIONS AND INSPECTIONS, SUCH DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO THE COMMENCEMENT OF ANY WORK. EXISTING CONSTRUCTION CONDITIONS IN AREAS WHERE NEW WORK IS NOT PLANNED MAY NOT BE COMPLETELY SHOWN.

16 EXHAUSTIVE AND INVASIVE INSPECTIONS OF EXISTING CONDITIONS WERE NOT PERFORMED BY THE ARCHITECT. AS SUCH, ADVERSE CONDITIONS MAY BE DISCOVERED DURING THE PROGRESSION OF THE WORK. IF SUCH ADVERSE CONDITIONS ARE REVEALED OR DISCOVERED DURING THE PROGRESSION OF THE WORK, SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BEFORE THE COMPLETION OF ANY WORK ADVERSELY EFFECTED BY THESE DISCOVERIES.

17 WITHIN ONE (1) WEEK (5 BUSINESS DAYS) OF THE AWARD OF THIS CONTRACT AND PRIOR TO MOBILIZATION FOR ANY WORK, THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE PROGRESSION OF THE WORK FOR THE TIMELY COMPLETION OF THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE, ITS START AND COMPLETION, WITH A PROJECTED TIMELY COMPLETION DATE. THE CONSTRUCTION SCHEDULE SHALL BE APPROVED IN

WRITING BY THE OWNER / TENANT PRIOR TO THE COMMENCEMENT OF ANY WORK.

18 THE GENERAL CONTRACTOR AND SUB-CONTRACTORS SHALL ATTEND JOB MEETINGS AS REQUIRED BY CONTRACT.

19 THE GENERAL CONTRACTOR SHALL OBTAIN ALL PERMITS FOR ALL SITE DEVELOPMENT WORK, PAY ALL FEES FOR PERMITS AND CHECK ALL GOVERNING AUTHORITIES' SPECIFICATIONS FOR, BUT NOT LIMITED TO, GUTTERS, SIDEWALKS, POLES, AND OTHER STRUCTURES, INCLUDING THE REMOVAL OR RELOCATION OF EXISTING UTILITIES OR OTHER PHYSICAL OBJECTS SHOWN ON PLANS OR NOTED OTHERWISE. SEPARATE PERMITS, WHEN REQUIRED AND / OR WHEN WORK ITEMS ARE DESIGN / BUILD IN NATURE, SHALL BE OBTAINED BY THE GENERAL CONTRACTOR FOR MECHANICAL, PLUMBING, FIRE SPRINKLERS, ELECTRICAL AND FIRE ALARM SYSTEMS.

DESCRIPTIVE, DETAILED DESIGN AND REQUIRED SUBMITTAL DOCUMENTS INFORMATION SHALL BE PROVIDED FOR REVIEW BY THE REGULATING AUTHORITIES AND BY THE OWNER / TENANT AND ARCHITECT PRIOR TO ANY WORK BEING PERFORMED. SEE SPECIFICATIONS FOR REQUIRED DESIGN / BUILD SYSTEMS. SUBMIT PLAN TO AND OBTAIN PERMIT FROM THE AUTHORITY HAVING JURISDICTION OVER DESIGN / BUILD SYSTEMS' INSTALLATION OR MODIFICATION. ALL WORK SHALL COMPLY WITH GOVERNING CODES AND REGULATIONS APPLICABLE TO THE WORK. NOTHING IN THE CONSTRUCTION DOCUMENTS IS TO BE CONSTRUED TO PERMIT WORK

WHICH DOES NOT CONFORM TO CURRENT GOVERNING CODES.

ABREVIATIONS

E

E EAST

EA EACH

EB EXPANSION BOLT

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

EMER EMERGENCY

ENCL ENCLOSURE

ENG ENGINEER

EP ELECTRICAL PANEL

EPDM ETHYLENE PROPYLENE DIENE M-CLASS

EQ EQUAL

EQUIP EQUIPMENT

EWC ELECTRIC WATER COOLER

EX EXISTING

EXH EXHAUST

EXP EXPANSION

EXT EXTERIOR

F

FA FIRE ALARM

FB FACE BRICK

FD FLOOR DRAIN OR FIRE DEPARTMENT

FDC FIRE DEPARTMENT CONNECTION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FF&E FURNITURE, FIXTURES AND EQUIPMENT

FFB FLUSH FLOOR BOX

FFEL FINISH FLOOR ELEVATION

FH FULL HEIGHT OR FLAT HEAD

FHC FIRE HOSE CABINET

FIN FINISH

FIXT FIXTURE

FLASH FLASHING

FLR FLOOR

FLUOR FLUORESCENT

FND FOUNDATION

FO FACE OF OR FINISHED OPENING

FP FIRE PROTECTION

FPG FIREPROOFING

FR FIRE RESISTANT

FRC FIBER REINFORCED CONCRETE

FRP FIBER REINFORCED PLASTIC

FRT FIRE RETARDANT TREATED

FS FLOOR SINK

FT FEET/FOOT

FTG FOOTING

FURN FURNITURE

FURR FURRING

FWC FABRIC WALL COVERING

FWP FABRIC WRAPPED PANEL

G

GA GAUGE

GALV GALVANIZED

GB GRAB BAR

GC GENERAL CONTRACT(OR)

GEN GENERAL

GFRC GLASS FIBER REINFORCED CONCRETE

GL GLASS

GLAZ GLAZING

GR GRADE

GRAN GRANULAR

GRD GROUND

GRFG GLASS FIBER REINFORCED GYPSUM

GSM GALVANIZED SHEET METAL

GV GAS VALVE

GWB GYPSUM WALL BOARD

GYP GYPSUM

H

H HIG

HB HOSE BIB

HC HANDICAPPED OR HOLLOW CORE

HDWD HARDWOOD

HDWR HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HNDRL HANDRAIL

HO HOLD OPEN

HORIZ HORIZONTAL

HP HIGH POINT

HR HOUR

HRC HOSE REEL CABINET

HT HEIGHT

HTG HEATING

HVAC HEATING VENTILATION & AIR CONDITIONING

HW HOT WATER

I

ID INSIDE DIAMETER

IN INCH/INCHES

INCAND INCANDESCENT

INCL INCLUDED/INCLUDING

INFO INFORMATION

INSUL INSULATED OR INSULATION

INT INTERIOR

INTERM INTERMEDIATE

INV INVERT

J

JAN JANITOR

JC JANITOR'S CLOSET

JST JOIST

JT JOINT

K

KIT KITCHEN

ABREVIATIONS

KO KNOCK OUT

L

LAM LAMINATE

LAV LAVATORY

LB POUND

LF LINEAR FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LT LIGHT

LTG LIGHTING

LTWT LIGHTWEIGHT

LVL LEVEL

LVR LOUVER

M

MAINT MAINTENANCE

MAS MASONRY

MAT MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MECH MECHANICAL

MED MEDIUM

MEMBR MEMBRANE

MEZZ MEZZANINE

MFR MANUFACTURER

MH MANHOLE

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MR MOISTURE RESISTANT

MTD MOUNTED

MTG MOUNTING

MTL METAL

MULL MULLION

N

N NORTH

NA NOT APPLICABLE

NC NOISE CRITERIA

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NR NON RATED

NTS NOT TO SCALE

O

CFCI CONTRACTOR FURNISHED, CONTRACTOR

INSTALLED

OA OUTSIDE AIR

OC ON CENTER

OD OUTSIDE DIAMETER

OD OVERFLOW DRAIN

OF OWNER FURNISHED

OFCI OWNER FURNISHED, CONTRACTOR INSTALLED

OFF OFFICE

OFOI OWNER FURNISHED, OWNER INSTALLED

OH OVERHEAD

OPNG OPENING

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P

P PAINT

PAV PAVING

PBD PARTICLE BOARD

PC PRECAST

PDF POWER DRIVEN FASTENER

PERF PERFORATED

PERIM PERIMETER

PERP PERPENDICULAR

PI. PLATE

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLYWD PLYWOOD

PNL PANEL

PNT PAINT OR PAINTED

POL POLISHED

PR PAIR

PREFAB PREFABRICATED

PROJ PROJECT

PSF POUNDS PER SQUARE FOOT

PT POINT

PT PRESSURE TREATED

PTD PAINTED

PTN PARTITION

PVC POLYVINYL CHLORIDE

Q

QT QUARRY TILE

QTY QUANTITY

R

R RADIUS/RISER

RA RETURN AIR

RAD RADIUS

RB RESILIENT BASE

RBR RUBBER

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

RECPT RECEPTACLE

REF REFERENCE

REFR REFRIGERATOR

REG REGISTER

REINF REINFORCED REINFORCING

REINF REINFORCED

REL RELOCATE

ABREVIATIONS

REM REMOVABLE

REQ REQUIRE/REQUIRED

REQD REQUIRED

RESIL RESILIENT

REV REVISION/REVISED

RM ROOM

RO ROUGH OPENING

RTD RATED

RTG RATING

RWL RAIN WATER LEADER

S

S SOUTH

SA SUPPLY AIR

SAF SELF ADHERED FLASHING

SC SOLID CORE

SCHED SCHEDULE

SD STORM DRAIN

SECT SECTION

SF SQUARE FEET/FOOT

SH SPRINKLER HEAD

SHR SHOWER

SHT SHEET

SIM SIMILAR

SJ SAW JOINT

SM SHEET METAL

SM SURFACE MOUNTED

SP STANDPIPE

SPEC SPECIFIED OR SPECIFICATION

SPK SPRINKLE

SPKR SPEAKER

SQ SQUARE

SS STAINLESS STEEL

SSK SERVICE SINK

STA STATION

STC SOUND TRANSMISSION COEFFICIENT

STL STEEL

STOR STORAGE

STRG STRINGER

STRUCT STRUCTURAL

STRUCT STRUCTURE OR STRUCTURAL

SUBCAT SUBCATEGORY

SUSP SUSPENDED

SYM SYMMETRICAL

SYS SYSTEM

T

T TREAD

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TB TOWEL BAR

TDC TRAFFIC DECK COATING

TEL TELEPHONE/TELECOM

TELE TELEPHONE

TEMP TEMPORARY

THK THICKNESS

THRU THROUGH

TKBD TACK BOARD

TLT TOILET

TMPD TEMPERED

TO TOP OF

TOB TOP OF BEAM

TOC TOP OF CONCRETE OR TOP OF CURB

TOS TOP OF STEEL

TOW TOP OF WALL

TS TUBE STEEL

TV TELEVISION

TYP TYPICAL

U

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

URNL URINAL

V

VAC VENTILATION AND AIR CONDITIONING

VAR VARIES

VCT VINYL COMPOSITION TILE

VER VERIFY

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VP VISION PANEL

VR VAPOR RETARDER

VT VINYL TILE

VWC VINYL WALL COVERING

W

W WIDE OR WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WIN WINDOW

WM WIRE MESH

WP WATERPROOF OR WATERPROOFING

WPM WATERPROOF MEMBRANE

WS WEATHER-STRIPPING

WSCT WAINSCOT

WT WEIGHT

WV WATER VALVE

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

Y

YR YEAR

GENERAL NOTES TO CONTRACTOR

20 ALL REQUIRED PERMITS MUST BE OBTAINED FROM THE FIRE DEPARTMENT HAVING JURISDICTION PRIOR TO THE COMMENCEMENT OF

ANY WORK.

21 ALL COSTS FOR INSPECTIONS AND / OR TESTS SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR UNLESS NOTED

OTHERWISE.

22 THE CONTRACTOR SHALL PAY THE EXPENSES FOR ALL TRANSPORTATION, HOISTING AND ELEVATOR USE CHARGES ON ALL MATERIALS OR EQUIPMENT TO THE POINT OF USE AND SHALL BE RESPONSIBLE FOR ALL UNLOADING, CHECKING AND STORAGE OF THE SAME IN

CONNECTION WITH THE WORK.

23 OF THE INEVITABLE WASTE THAT IS GENERATED, AS MANY OF THE WASTE MATERIALS AS ECONOMICALLY FEASIBLE SHALL BE REUSED, SALVAGED OR RECYCLED. WASTE DISPOSAL IN LANDFILLS SHALL BE MINIMIZED. THE GENERAL CONTRACTOR SHALL COORDINATE WASTE MATERIALS HANDLING AND SEPARATION FOR ALL TRADES. THE GENERAL CONTRACTOR SHALL PROVIDE SEPARATION, HANDLING, TRANSPORTATION, RECYCLING, SALVAGE AND LANDFILL FOR ALL DEMOLITION AND WASTE MATERIALS. RECYCLABLE MATERIALS CAN BE COMMINGLED IN DUMPSTERS ON-SITE AS LONG AS PROVISION IS MADE FOR HAULING TO A TRANSFER STATION WHERE SEPARATION WILL OCCUR. TRANSFER STATION MUST PROVIDE DOCUMENTATION REPORTING TYPES OF MATERIALS SEPARATED BY LOAD AND PERCENTAGE OF EACH LOAD. FINAL DESTINATION OF SORTED MATERIALS MUST ALSO BE REPORTED.

DIVERSION GOALS: A MINIMUM OF 75% OF TOTAL PROJECT WASTE SHALL BE DIVERTED FROM LANDFILL. THE FOLLOWING WASTE

CATEGORIES, AT A MINIMUM, SHALL BE DIVERTED FROM LANDFILL:

a.CLEAN DIMENSIONED WOOD, PALLET WOOD;

b.PLYWOOD, ORIENTED STRAND BOARD AND PARTICLEBOARD;

c.CONCRETE;

d.CARDBOARD, PAPER, PACKAGING AND METALS;

e.GYPSUM DRYWALL - UNPAINTED;

f.ACOUSTIC TILE;

g.PAINT;

h.GLASS;

i.PLASTICS;

j.CARPET AND PAD;

k.BEVERAGE CONTAINERS.

24 THE GENERAL CONTRACTOR SHALL MAKE ALL ARRANGEMENTS, MAINTAIN AND PAY ALL COSTS FOR TEMPORARY WATER, PLUMBING, POWER, LIGHTING, HEATING OR VENTILATION REQUIRED TO PROPERLY CONDUCT THE WORK.

25 DIMENSIONS ARE TO FACE OF STUD, CONCRETE, OR MASONRY UNLESS NOTED OTHERWISE. DOORS SHALL BE 8" FROM ADJACENT MASONRY WALLS, 4" FROM ADJACENT STUD WALLS OR CENTERED IN THE WALL IN WHICH IT OCCURS UNLESS NOTED OTHERWISE. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS SHALL GOVERN. ANY DIMENSIONAL DISCREPANCIES ENCOUNTERED SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY FOR CLARIFICATION PRIOR TO THE COMMENCEMENT OF THE ASSOCIATED WORK.

26 LARGER SCALE DRAWINGS SHALL GOVERN OVER SMALLER SCALE DRAWINGS.

27 INSTALL ALL EQUIPMENT AND MATERIALS PER MANUFACTURERS' RECOMMENDATIONS. ANY DIFFICULTIES OR DISCREPANCIES ARE TO BE REPORTED TO THE ARCHITECT IMMEDIATELY PRIOR TO THE COMMENCEMENT OF THE ASSOCIATED WORK.

28 THE GENERAL CONTRACTOR AND EACH SUB-CONTRACTOR SHALL WARRANTEE ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACT(S) FOR A MINIMUM PERIOD OF ONE (1) YEAR. ALL DEFECTS IN THE WORK OCCURRING IN THE WARRANTEE PERIOD SHALL BE CORRECTED AT NO ADDITIONAL COST TO THE LANDLORD, OWNER OR TENANT, WHICHEVER IS APPLICABLE.

29 THE OWNER / TENANT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM ANY AGENCIES HAVING JURISDICTION OVER THE WORK SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS.

30 THE CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY TO EXECUTE ALL WORK, EXCEPT WHERE

NOTED AS NOT IN CONTRACT.

31 MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS UNLESS OTHERWISE AGREED UPON. WHERE THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER ENTITY HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED SHALL BE

FURNISHED IN ALL CASES.

32 FOR ALL MATERIALS PURCHASED, THE GENERAL CONTRACTOR SHALL FURNISH MATERIALS WHICH YIELD THE HIGHEST PERCENT OF PRE-CONSUMER (POST-INDUSTRIAL) AND POST-CONSUMER RECYCLED CONTENT. THE CONTRACTOR SHALL FURNISH THESE MATERIALS WITHIN THE PARAMETERS OF THE BUDGET AND SHALL NOT PURCHASE ANY COST ADDING MATERIAL OR PAY A PREMIUM (MORE THAN

FAIR MARKET VALUE) WITHOUT OWNER / TENANT ACKNOWLEDGEMENT AND APPROVAL.

33 FOR ALL MATERIALS PURCHASED, THE GENERAL CONTRACTOR SHALL FURNISH MATERIALS MANUFACTURED WITHIN A 500 MILE RADIUS OF THE PROJECT SITE WHERE AVAILABLE, WITHIN BUDGET, WITHIN FAIR MARKET VALUE AND DO NOT RISK TO THE PROJECT SCHEDULE.

34 FOR ALL NEW WOOD PRODUCTS INCLUDING, BUT NOT LIMITED TO, PARTICLE BOARD, MEDIUM DENSITY FIBERBOARD, PLYWOOD, ORIENTED STRAND BOARD AND WOOD DOORS, THE GENERAL CONTRACTOR SHALL FURNISH MATERIALS THAT CONTAIN NO ADDED

UREA-FORMALDEHYDE

35 DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT FIELD CONDITIONS.

THESE MODIFICATIONS SHALL BE INCLUDED AS PART OF THE WORK.

36 ALL WORK SHALL BE EXECUTED IN A WORKMANLIKE MANNER BY MECHANICS AND TRADES PERSONS SKILLED IN THEIR RESPECTIVE

TRADES AND IN ACCORDANCE WITH THE BEST ACCEPTED TRADE PRACTICES.

37 THE GENERAL CONTRACTOR SHALL CONFIRM THE AVAILABILITY AND DELIVERY TIMES FOR ALL SPECIFIED MATERIALS AND EQUIPMENT REQUIRED TO PERFORM THE WORK UPON RECEIPT OF THE CONSTRUCTION DOCUMENTS. SHOULD THE AVAILABILITY OF SPECIFIED ITEMS DELAY THE ON-TIME COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER / TENANT IMMEDIATELY AND PROPOSE AN EQUIVALENT SUBSTITUTION TO BE REVIEWED BY THE ARCHITECT AND OWNER / TENANT.

38 SUBSTITUTION OF ALL EQUALS SHALL BE ONLY AS APPROVED BY THE ARCHITECT. WHERE THE TERM "OR EQUAL" IS USED THE ARCHITECT SHALL BE THE SOLE JUDGE OF EQUALITY BASED UPON THE INFORMATION FURNISHED BY THE CONTRACTOR.

SUBSTITUTIONS MUST BE ACCEPTED IN WRITING BEFORE THEY MAY BE USED.

39 THE GENERAL CONTRACTOR SHALL PREPARE SUBMITTALS FOR REVIEW BY THE ARCHITECT FOR ALL MATERIALS AND EQUIPMENT SPECIFIED. IF THE GENERAL CONTRACTOR, OWNER / TENANT, OR OWNER / TENANT’S REPRESENTATIVE SUBSTITUTES A MATERIAL, METHOD OF ATTACHMENT, REVISES A CONSTRUCTION DETAIL OR IN ANY WAY ALTERS THE WORK SUCH THAT IT NO LONGER CONFORMS TO THESE DOCUMENTS WITHOUT THE WRITTEN ACCEPTANCE OF THE ARCHITECT, SUCH ACTION CONSTITUTES ACCEPTANCE OF FULL LIABILITY BY THE GENERAL CONTRACTOR OF ANY AND ALL COMPONENTS, SYSTEMS OR ITEMS AFFECTED BY THE SUBSTITUTION.

FURTHER, SUCH SUBSTITUTION WILL RELIEVE THE ARCHITECT OF ANY RESPONSIBILITY OR LIABILITY INCLUDING, BUT NOT LIMITED TO, AESTHETIC CONSEQUENCES, SUBSEQUENT FAILURE(S) AND PERSONAL OR PROPERTY DAMAGE ATTRIBUTABLE TO THIS CHANGE.

40 REVIEW OF A SPECIFIC ITEM SHALL NOT INCLUDE REVIEW OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.

41 SUBMITTALS THAT CONTAIN EXCESSIVE ERRORS OR ARE INCOMPLETE OR INADEQUATE MAY BE RETURNED WITHOUT ACTION. COSTS INCURRED FOR THE RESULTANT DELAYS WILL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.

42 REVIEW OF SUBMITTALS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OF OBLIGATIONS OR RESPONSIBILITIES FOR…