14-2411.1 Gallatin 2 CD2 BID.pdf

CVR

cover sheet

26 september 2025 drawing no.project directory

No. Date Issue Notes gallatin school renovations city mission living stones

155 n gallatin ave uniontown pa 15401

155 n gallatin ave uniontown pa 15401 renovations phase 2 (revised/rebid)

© copyright 2025 lee CALISTI architecture+design all rights reserved this drawing is an instrument of service and is not to be reproduced or used without prior expressed written consent of lee CALISTI architecture+design.

leecalisti.com

24 cypress avenue greensburg pa 15601

724 832 7030 lee@leecalisti.comlee CALISTI architecture+design

2411.1project no.

THESE DRAWINGS AND THE INCLUDED SPECIFICATIONS ARE PART OF A COMPLETE SET OF DOCUMENTS. THE BREAKDOWN OF DRAWINGS AND SPECIFICATIONS INTO INDIVIDUAL SHEETS AND SECTIONS SHALL NOT DETERMINE THE RESPONSIBILITY FOR THE WORK OF INDIVIDUAL CONTRACTORS. ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS, TRADESPERSONS) MUST REVIEW ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS TO CONFIRM THE FULL SCOPE OF WORK.

SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR RESPECTIVE SCOPES OF WORK REGARDLESS OF WHICH PAGE OF THIS SET THE WORK MAY APPEAR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING FULL SETS OF DRAWINGS TO ALL THE SUB-CONTRACTORS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LIMIT OR EXTENT OF THE WORK OF INDIVIDUAL TRADES AND SHALL FULLY

COORDINATE ALL THEIR ACTIVITY AND INFORM THE SUB-CONTRACTORS.

LEE CALISTI RA - 014425-X

RE

GISTERED ARCHITECT

PENNSYLVANIA

Issued for BID (Combined Projects A + B)9/26/2025A north drawing list

Dwg No Dwg Name 1 Dwg Name 2 Issue No Latest

Issue Date

ARCHITECTURAL

CVR cover sheet project directory A 26 september 2025

C1 survey reference only A 26 september 2025

LS legends symbols abbreviations A 26 september 2025

A001 specifications divisions 01 - 02 A 26 september 2025

A002 specifications divisions 03 - 08 A 26 september 2025

A100 site plan key notes A 26 september 2025

A101 site details railing detailsrailing elevations A 26 september 2025

A200 floor plans key plans key plan notes drywall + paint specs A 26 september 2025

A300 elevations window replacement A 26 september 2025

A400 window details window elevation keys A 26 september 2025

GENERAL BUILDING OPERATION NOTES

1.

2.

3.

4.

5.

THE OWNER IS CURRENTLY OCCUPYING THE BUILDING AND WILL CONTINUE TO DO SO

THROUGHOUT THE RENOVATIONS. BASED ON GC’S CONSTRUCTION SCHEDULE, THE

OWNER WILL GRANT ACCESS TO INDIVIDUAL APARTMENTS SO THAT THE GC CAN

COMPLETE THE RENOVATIONS TO THAT AREA. SUBMIT AN INITIAL CONSTRUCTION

SCHEDULE ALONG WITH THEIR PROJECT BID.

NO UNUSUAL, INVASIVE, OR EXCEPTIONALLY NOISY WORK OR CONSTRUCTION

OPERATIONS ARE PERMITTED BETWEEN THE HOURS OF 9:00 AM AND 4:00 PM.

COORDINATE ALL NECESSARY INSTALLATIONS AND PROCESSES THAT EMIT LOUD

NOISE OUTSIDE OF THIS TIME FRAME. COORDINATE ANY SPECIAL CIRCUMSTANCES

WITH LANDLORD/OWNER.

TAKE MEASURES NOT TO INCONVENIENCE ANY RESIDENT OR NORMAL OCCUPANTS.

PERMIT OCCUPANTS PRIORITY IN USING ELEVATORS, STAIRS AND ACCESS IN AND

OUT OF BUILDING.

THIS IS A NON-SMOKING BUILDING AND NON-SMOKING SITE. NO SMOKING IS

PERMITTED ANYWHERE ON THE PROPERTY.

DUMPSTER - COORDINATE PLACEMENT OF DUMPSTER WITH THE OWNER IN FIELD.

gallatin school - phase 2 renovations architect lee CALISTI architecture+design lee calisti, aia

24 cypress avenue greensburg, pa 15601

724.832.7030 lee@leecalisti.com project directory owner city mission living stones irmi gaut

155 north gallatin avenue uniontown, pa 15401

724.439.0201 igaut@citymissionfayette.org leecalisti.com citymissionfayette.org

SITE

THIS PROJECT IS FINANCED IN PART BY A GRANT FROM THE REDEVELOPMENT ASSISTANCE CAPITAL PROGRAM (RACP IN COOPERATION WITH THE CITY OF UNIONTOWN, REDEVELOPMENT AUTHORITY, AND IS SUBJECT TO ALL RELATED RACP REGULATIONS. THE PENNSYLVANIA PREVAILING WAGE ACT WILL APPLY TO

THIS CONTRACT. THE CONTRACT DOCUMENTS CONTAIN REQUIREMENTS ADDRESSING LABOR WAGE

RATES, LABOR STANDARDS, NONDISCRIMINATION IN HIRING PRACTICES, GOALS FOR MINORITY AND FEMALE PARTICIPATION, MBE AND WBE PARTICIPATION, PARTICIPATION BY SECTION 3 RESIDENTS AND

BUSINESSES, PROHIBITION ON EMPLOYING ILLEGAL ALIENS, AND RELATED MATTERS.

ALL CONTRACTORS AND SUBCONTRACTORS WORKING ON THIS PROJECT WILL BE REQUIRED TO COMPLY WITH THE PENNSYLVANIA HUMAN RELATIONS ACT (NO. 222, PA), THE STEEL PRODUCTS PROCUREMENT ACT, THE TRADE PRACTICES ACT, AND THE AMERICANS WITH DISABILITIES ACT. THEY MUST MEET GUIDELINES AND PRACTICES ESTABLISHED BY THE REDEVELOPMENT AUTHORITY AND CITY MISSION AND ALL OTHER APPROPRIATE REGULATIONS, INCLUDING: 1) EXECUTIVE ORDER 11246, 2) SECTION 3 OF THE HOUSING AND COMMUNITY DEVELOPMENT ACT OF 1968, AS AMENDED. BIDDERS SHALL CERTIFY THAT

THEY ARE NOT DEBARRED FROM PARTICIPATING IN STATE-FUNDED CONTRACTS.

THE REDEVELOPMENT AUTHORITY AND THE CITY MISSION DO NOT DISCRIMINATE REGARDING RACE, COLOR, RELIGION, SEX, ANCESTRY, MARITAL STATUS, DISABILITY OR THE USE OF A GUIDE OR SUPPORT ANIMAL BECAUSE OF PHYSICAL HANDICAP, OR AGE, IN THE PROVISION, ADMISSION, EMPLOYMENT, SEXUAL ORIENTATION, NATIONAL ORIGIN, GENDER IDENTITY OR EXPRESSION, FAMILY RESPONSIBILITY OR FAMILIAL

STATUS.

https://www.leecalisti.com/ https://www.citymissionfayette.org

C1 survey

26 september 2025 drawing no.reference only

No. Date Issue Notes gallatin school renovations city mission living stones

155 n gallatin ave uniontown pa 15401

155 n gallatin ave uniontown pa 15401 renovations phase 2 (revised/rebid)

© copyright 2025 lee CALISTI architecture+design all rights reserved this drawing is an instrument of service and is not to be reproduced or used without prior expressed written consent of lee CALISTI architecture+design.

leecalisti.com

24 cypress avenue greensburg pa 15601

724 832 7030 lee@leecalisti.comlee CALISTI architecture+design

2411.1project no.

THESE DRAWINGS AND THE INCLUDED SPECIFICATIONS ARE PART OF A COMPLETE SET OF DOCUMENTS. THE BREAKDOWN OF DRAWINGS AND SPECIFICATIONS INTO INDIVIDUAL SHEETS AND SECTIONS SHALL NOT DETERMINE THE RESPONSIBILITY FOR THE WORK OF INDIVIDUAL CONTRACTORS. ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS, TRADESPERSONS) MUST REVIEW ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS TO CONFIRM THE FULL SCOPE OF WORK.

SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR RESPECTIVE SCOPES OF WORK REGARDLESS OF WHICH PAGE OF THIS SET THE WORK MAY APPEAR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING FULL SETS OF DRAWINGS TO ALL THE SUB-CONTRACTORS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LIMIT OR EXTENT OF THE WORK OF INDIVIDUAL TRADES AND SHALL FULLY

COORDINATE ALL THEIR ACTIVITY AND INFORM THE SUB-CONTRACTORS.

LEE CALISTI RA - 014425-X

RE

GISTERED ARCHITECT

PENNSYLVANIA

Issued for BID (Combined Projects A + B)9/26/2025A

X X

XXX

XX

CO

NC

. W

AL

K

CR

OW

A

VE

NU

E

(B

IT

UM

IN

OU

S)

X

X X

X X

NO

RT

H

GA

LL

AT

IN

A

VE

NU

E (B

IT

UM

IN

OU

S)

MILLVIEW STREET

(BITUMINOUS)

N65° 21' 45"W 90.00'90.00'

N24° 37' 06"E

76.29'

S65° 21' 45"E 90.00'

N2 4°

8'

5"

E

.8

6'

S65° 23' 52"E 118.80'

N2 4°

8'

5"

E

.0

6'

75.39' S65° 21' 45"E

73.00'

S24° 37' 06"W

107.92'

S2 4°

7'

6"

W

.2

9'

N2 4°

7'

6"

E

.2 9'

N65° 21' 45"W 73.00'

N65° 21' 45"W 83.43' N24º 37' 06"E

107.95'

LOT 3

CITY MISSION PLAN OF LOTS

6,866 SQ. FT.

0.16 ACRE

P.B. 109 PG. 15

TAX PARCEL 38-04-0304

RBV 3482 PG 522

LOT 4

CITY MISSION PLAN OF LOTS

6,866 SQ. FT.

0.16 ACRE

P.B. 109 PG. 15

TAX PARCEL 38-04-0303

RBV 3482 PG 522

LOT 2

CITY MISSION PLAN OF LOTS

8,809 SQ. FT.

0.20 ACRE

P.B. 109 PG. 15

TAX PARCEL 38-01-0086

RBV 3413 PG 570

LOT 1

CITY MISSION PLAN OF LOTS

7,878 SQ. FT.

0.18 ACRE

P.B. 109 PG. 15

TAX PARCEL 38-01-0085

RBV 3413 PG 570

N/F

CITY MISSION

TAX ID: 38-01-0087

RB. 2920 P. 806

8.28%

979.2 X

ALLEY

SS

EX

. B

LO

CK

W

AL

L

EX ASPHALT WEDGE CURB

CO

NC

. W

AL

K

0.129 acres 38-01-0087

187 N GALLATIN AVE

140'0" N 64°00'00" W

'0

N

°0

0'

E

140'0" S 64°00'00" E

'0

S

°0

0'

W

140'0" N 64°00'00" W

PHASE 3

MISSION PLACE BLDG. 3

FF = 978.70'

974.00

973.50

975.06

973.28

975.70

975.07

973.03 971.66

972.72

972.78

978.51

978.53

978.16 978.34

978.68

978.91

977.75 977.07

977.84

978.14

979.09978.51

985.45 983.48

979.33

978.76

984.27

987.49

982.84

988.81 988.00

984.63

984.35 985.52

985.56

984.61

980.88

979.44

979.94

980.34

981.32

985.15

980.79

979.52

980.76

TOP OF WALL

EL.=978.66

9 SPACES

9 SPACES

9 SPACES

9 SPACES

8 SPACES

DO

UB

LE

Y

EL

LO

W L

IN

E

R I

GH

T-

OF

-W

AY

EX BITUMINOUS PARKING LOT

NORTH GALLATIN AVENUE

(BITUMINOUS)

CITY MISSION LIVING STONES, INC

TAX ID: 38-01-0326-01

P.B. 109 PG. 15

ALLEY

N/F

KOVAL RENTALS

TAX ID: 38-01-0082

RB. 3353 P. 1648

N/F

INDUSTRIAL REALTY, INC.

TAX ID: 38-04-0296

RB. 1323 P. 241

CONC. WALK

CONC. WALK

EX CONC. WALK

MB

EX ASPHALT DRIVE

EDGE OF EX.

BITUMINOUS

PAVEMENT

EX

. B

LO

CK

W

AL

L

FF ELEV: 992.86

(OUTSIDE)

N/F

CITY MISSION LIVING STONES, INC.

TAX ID: 38-01-0326

RB. 3482 P. 522

AREA: 9406 SQ. FT.; 0.22 ACRES

EX. BLOCK

WALL

EX

. W

AL

L

WALL CONTINUES IN

SOUTHERLY DIRECTION

EX ASPHALT WEDGE CURB

118.82' N64° 11' 46"W

EX ASPHALT DRIVE

MISSION PLACE BLDG. 1

FF: 987.3

MISSION PLACE BLDG. 2

FF: 990.5

CONDUIT

CONDUIT

N65° 21' 45"W 90.00'90.00'

GALLATIN SCHOOL

CITY MISSION PLAN OF LOTS

41,708 SQ. FT.

0.96 ACRE

P.B. 109 PG. 15

TAX PARCEL 38-04-0302

RBV 3329 PG 1829

RI

GH

T-

OF

-W

AY

EXISTING

TRANSFORMER

BU

S

ST

OP

SH

ED

EX.CONC. WALK

N/F ROBERT E. RAFAIL

DV 1095 PG 133

TAX PARCEL 38-04-0301

ARTIS FAMILY ONE LLC

RBV 528 PG 1326

TAX PARCEL 38-04-0297

EX GENERATOR

SURVEY EX - GALLATIN SCHOOL

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

C1

PROJECT SITE

GENERAL SITE NOTES

A.

B.

C.

ALL SURVEY INFORMATION IS BASED ON A SURVEY TITLED "UNIONTOWN CITY MISSION, OVERALL EXISTING CONDITIONS PLAN" CITY OF UNIONTOWN, FAYETTE COUNTY, PA, DATED 03/25/2025 BY HARSHMAN CE GROUP LLC, 100 COURSON HILL ROAD, WASHINGTON PA 15301 (724) 503-4125, PROJECT NO. 23.032.01 / DRAWING NO 23.032-C01 (SHEET NUMBER 2 OF 9)

PLAT IS ZONED C-1 LOCAL BUSINESS DISTRICT / BUILDING SETBACKS (PER VARIANCE) - REFER TO

APPROVED LAND DEVELOPMENT PLAN - AVAILABLE UPON REQUEST

FIELD VERIFY ALL PERTINENT SITE FEATURES IS RECOMMENDED. CONFIRM ALL TOPOGRAPHIC BENCH

MARKS WITH SURVEYOR IN FIELD AND NOTIFY ARCHITECT IMMEDIATELY OF ANY AND ALL

DISCREPANCIES.

LS

legends symbols

26 september 2025 drawing no.abbreviations

No. Date Issue Notes gallatin school renovations city mission living stones

155 n gallatin ave uniontown pa 15401

155 n gallatin ave uniontown pa 15401 renovations phase 2 (revised/rebid)

© copyright 2025 lee CALISTI architecture+design all rights reserved this drawing is an instrument of service and is not to be reproduced or used without prior expressed written consent of lee CALISTI architecture+design.

leecalisti.com

24 cypress avenue greensburg pa 15601

724 832 7030 lee@leecalisti.comlee CALISTI architecture+design

2411.1project no.

THESE DRAWINGS AND THE INCLUDED SPECIFICATIONS ARE PART OF A COMPLETE SET OF DOCUMENTS. THE BREAKDOWN OF DRAWINGS AND SPECIFICATIONS INTO INDIVIDUAL SHEETS AND SECTIONS SHALL NOT DETERMINE THE RESPONSIBILITY FOR THE WORK OF INDIVIDUAL CONTRACTORS. ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS, TRADESPERSONS) MUST REVIEW ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS TO CONFIRM THE FULL SCOPE OF WORK.

SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR RESPECTIVE SCOPES OF WORK REGARDLESS OF WHICH PAGE OF THIS SET THE WORK MAY APPEAR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING FULL SETS OF DRAWINGS TO ALL THE SUB-CONTRACTORS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LIMIT OR EXTENT OF THE WORK OF INDIVIDUAL TRADES AND SHALL FULLY

COORDINATE ALL THEIR ACTIVITY AND INFORM THE SUB-CONTRACTORS.

LEE CALISTI RA - 014425-X

RE

GISTERED ARCHITECT

PENNSYLVANIA

Issued for BID (Combined Projects A + B)9/26/2025A m in

A B B R E V I A T I O N S AFF above finished floor DL dead load ID inside diameter PNT paint (ed) TEL telephone AC acoustical DEMO demolish, demolition INSUL insulate (d), (ion) PNL panel TV television ACT acoustical tile DTL detail INT interior PART partition THK thick (ness) ADD addendum DIAG diagonal INV invert PVMT pavement TLT toilet ADJ adjacent DIA diameter PERF perforate (d) TOL tolerance ADJUST adjustable DIM dimension PLAS plaster T&G tongue and groove AGG aggregate DS downspout JT joint PLAM plastic laminate T.O.M. top of masonry A/C air conditioning DWG drawing PLWD plywood T.O.S. top of steel ALT alternate DF drinking fountain KIT kitchen PT point T.O.W. top of wall ALUM aluminum DW dishwasher KO knockout PVC polyvinyl chloride TYP typical AB anchor bolt PCF pounds per cubic foot ANOD anodized E east LBL label PLF pounds per lineal foot UR urinal APPROX approximate ELEC electrical LAM laminate (d) PSI pounds per square inch UON unless otherwise noted ARCH architect(ural) ELEV elevation LAV lavatory PSL parallel strand lumber UNO unless noted otherwise ASB asbestos EMER emergency LH left hand ASPH asphalt EQ equal LT light QT quarry tile VB vapor barrier AUTO automatic EQUIV equivalent LSL laminated strand lumber QTY quantity VCB vinyl cove base

EQUIP equipment LL live load VCT vinyl composite tile B.B. back to back EXH exhaust LVL laminated veneer lumber RAD radius VERT vertical BSMT basement EX / EXIST existing RWC rainwater conductor VIF verify in field BRNG bearing EF each face MH manhole/maintenance hole REF reference VIN vinyl BPL bearing plate EXT exterior MFR manufacture (r) RET return VNR veneer BM bench mark EW (B) each way (bottom) MAS masonry RA return air VSB vinyl straight base BET between MO masonry opening REV revision (s), revised BIT bituminous FIN finish (ed) MATL material (s) RH right hand WH wall hung BLKG blocking FF+E fixtures, furnishings & equipment MECH mechanic (al) ROW right of way WC water closet BD board FFL finished floor line MED medium R riser WP waterproofing BS both sides FE fire extinguisher MT metal threshold RD roof drain WWF welded wire fabric BW both ways FP fireproof M meter (s) RO rough opening W west BOT bottom FRT fire-retardant treated MM millimeter (s) Ø round (diameter) WDW window BLDG building FLR floor (ings) MIN minimum RCB rubber cove base WM wire mesh BUR built up roofing FD floor drain MISC miscellaneous RSB rubber straight base W/O without BLKHD bulkhead FTG footing MOD modular WD wood B.O. by others FND foundation SCH schedule WPT working point

FUT future NR noise reduction SKYLT skylight CABT cabinet NRC noise reduction coefficient CI cast iron GA gage, gauge NOM nominal SC solid core CIPC cast-in-place concrete GALV galvanized NMT nonmetallic S south CB catch basin GC general contractor N north SPKR speaker CLG ceiling GF ground face NIC not in contract SPEC specification (s) CTR center GWB gypsum wall board NTS not to scale SQ square CT ceramic tile SST stainless steel CLR clear(ance) HDWE hardware OH overhead STD standard COL column HDR header OC on center (s) STL steel COMP compress (ed), (ion), (ible) HVAC heating, ventilating, air conditioning OPNG opening STOR storage CONC concrete HM hollow metal OPP opposite SD storm drain CMU concrete masonry unit HOR horizontal OPH opposite hand STRUCT structural CONST construction HB hose bibb OD outside diameter SUSP suspended CONT continuous or continue OA overall SYM symmetry (ical) CORR corrugated SECT section CNTR counter

W1

A

NORTH ARROW

SECTION REFERENCE

ELEVATION MARKS ROOM TITLE/NUMBER

COLUMN LINEDETAIL REFERENCE

DOOR AND DOOR NUMBER

BUILDING SECTION

WINDOW REFERENCE

PARTITION TYPE

ELEVATION REFERENCE

EXISTING CONTOURS

ELEVATIONS NOTED ON HIGH SIDE

NEW CONTOURS

ELEVATIONS NOTED ON HIGH SIDE

TEST BORING

REVISION

TB-1

COMPACTED EARTH/SOIL

FINISH WOOD

POROUS FILL/GRAVEL

CONTINUOUS ROUGH FRAMING

CERAMIC TILE (OR ACOUSTICAL TILE)

BLOCKING

CONCRETE

BRICK PLYWOOD (SMALL SCALE)

CMU

PLYWOOD (LARGE SCALE) GWB OR CEMENT BOARD

STEEL

RIGID INSULATION

BATT INSULATION

CONCRETE MASONRY

DRAWING REFERENCES + SYMBOLS + MATERIAL HATCHES

LOWER LEVEL

EL. 0'-0"

OFFICE

101.5

PROPERTY LINES SET BACK LINES

W1

P1

A403

AA-A400 AA-A4003-A403 3-A403

3'0 " x

7' 0"

EL. 1'8"

no rth

A1

A403

A403

P1

100-1

A403

DRAWING REFERENCES + SYMBOLS

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

LS

Figure 404.2.3.2 Maneuvering Clearance at Manual Swinging Doors m ax m in

Fig. 308.2.1 Unobstructed Forward Reach

Fig. 308.2.2 Obstructed High Forward Reach

Fig. 308.3.1 Unobstructed Side Reach

Fig. 308.3.2 Obstructed High Side Reach m ax m ax

>20-25 max20 max

(a) (b) ax

10 max m in m ax m ax

10 max > 10-24 max

(a) (b) m ax ax

60" min 67" new construction m in

24 min in

36 min

12 min 12 min

" n ew co ns tru cti on

(b) T-shaped

Fig. 304.3 Size of Turning Space

(a) Circular

60" min 67" min new construction

48 min 54 new construction in

Fig. 305.3 Size of Clear Floor Space

Figure 703.4.4 / 703.4.5 Position of Braille

(For raised character mounting heights see Section 703.3.10)

AREA OF

REFUGE

3/8 min

3/8 min

Figure 703.3.5 Height of Raised Characters

5/ 8"

2"

LIBRARY

17-25

Figure 306.2 Toe Clearance

6 max in

(a) elevation

(b) plan

11 min

8 min

9 min

(a) elevation

(b) plan

25 max

Figure 306.3 Knee Clearance m

in. 60 m ax

17" MIN

17" TO 19"

8" MIN. 6" MAX.

9" M

IN

" M

IN

" M

AX

" S

TA

ND

IN

G

EQUIPMENT PERMITTED IN SHADED AREA

SPOUT HEIGHT AND KNEE CLEARANCE

CLEAR FLOOR SPACE

" M

IN

48" MIN.

Figure C602.2(a) Figure C602.2(b)

X < 24 m in.

NUMBER

SIGN NAME

SIGN NAME

NUMBER

m ax

Figure 703.3.10 Height of Tactile Characters Above Floor or Ground

COORDINATE WITH

703.4.5

Figure 703.3.11 Location of Tactile Signs at Doors

18 min centered on tactile charactersLC

Figure 604.3 Size of Clearance at Water Closets

" m in.

60" min.

Other Fixtures Not Allowed Within This Area

16"-18"

17"-19"

(a) wheelchair accessible water closets

(b) ambulatory accessible water closets

LC

LC

Figure 604.2 Water Closet Location

Figure 608.2.1 Transfer Type Shower Compartment

Size and Clearance

36 mi n.

48 min.

control wall seat wall back wall

Note: inside finished dimensions measured at the center points of opposing sides

15-16

22 - 23

1- 1/2

" m ax

2-1/2" max

FOLD

DOWN

SEAT

SEAT

SIZE

DISTANCE

FROM WALL

Figure 610.3.2 L-shaped Shower Seat

Figure 608.3.1 Grab Bars for

Transfer-Type Showers seat wall back wall

Figure 608.4.1 Transfer-Type Shower

Compartment Controls and Hand Shower Location in m ax side wall control wall

15 max

36 min 60 m in

FIG. 404.2.3.2 (D)

hinge approach, pull side m in

FIG. 404.2.3.2 (E)

hinge approach, pull side

42 min m

FIG. 404.2.3.2(A) Front Approach, Pull Side

12 min if both a closer and latch are provided

2" m in m in

(E X bl dg s)

FIG. 404.2.3.2 (B) Front Approach Push Side FIG. 404.2.3.2 (C) Front Approach Push Side EX Bldgs

FIG. 404.2.3.2 (F) hinge approach, push side m

22 min

12 min* m in

* if both closer and latch are provided

* 48 in. min. if both closer and latch are provided m in m in w

/c lo se r

24 min

FIG. 404.2.3.2 (G) Latch Approach, Pull Side

FIG. 404.2.3.2 (H) Latch Approach, Push Side

24 min m in m in if door is provided with a closer elec receptacles, comm, devices (center) 1'-6" top of wall mtd.access. tele outlets 3'-6" light switches (center) 3'-10" top of disc.switches, starters, contactors 6'-0" top of panelboards 6'-6" mounting heights detail (confirm with reach range diagrams)

6'- 6"

6'- 0"

3'-

3'- 6"

1'- 6"

48 min

24 min

24 min

This Drawing Produced by the U.S. Access Board

Figure 406.10 Diagonal or Corner Type Curb Ramps

FLARED SIDES

1:10 MAX SLOPE

SLOPE

SLOPE

RAMP SLOPE

1:12 MAX SLOPE

PROVIDE DETECTABLE

WARNINGS PER 406.12

A B B R E V I A T I O N S AFF above finished floor DL dead load ID inside diameter PNT paint (ed) TEL telephone AC acoustical DEMO demolish, demolition INSUL insulate (d), (ion) PNL panel TV television ACT acoustical tile DTL detail INT interior PART partition THK thick (ness) ADD addendum DIAG diagonal INV invert PVMT pavement TLT toilet ADJ adjacent DIA diameter PERF perforate (d) TOL tolerance ADJUST adjustable DIM dimension PLAS plaster T&G tongue and groove AGG aggregate DS downspout JT joint PLAM plastic laminate T.O.M. top of masonry A/C air conditioning DWG drawing PLWD plywood T.O.S. top of steel ALT alternate DF drinking fountain KIT kitchen PT point T.O.W. top of wall ALUM aluminum DW dishwasher KO knockout PVC polyvinyl chloride TYP typical AB anchor bolt PCF pounds per cubic foot ANOD anodized E east LBL label PLF pounds per lineal foot UR urinal APPROX approximate ELEC electrical LAM laminate (d) PSI pounds per square inch UON unless otherwise noted ARCH architect(ural) ELEV elevation LAV lavatory PSL parallel strand lumber UNO unless noted otherwise ASB asbestos EMER emergency LH left hand ASPH asphalt EQ equal LT light QT quarry tile VB vapor barrier AUTO automatic EQUIV equivalent LSL laminated strand lumber QTY quantity VCB vinyl cove base

EQUIP equipment LL live load VCT vinyl composite tile B.B. back to back EXH exhaust LVL laminated veneer lumber RAD radius VERT vertical BSMT basement EX / EXIST existing RWC rainwater conductor VIF verify in field BRNG bearing EF each face MH manhole/maintenance hole REF reference VIN vinyl BPL bearing plate EXT exterior MFR manufacture (r) RET return VNR veneer BM bench mark EW (B) each way (bottom) MAS masonry RA return air VSB vinyl straight base BET between MO masonry opening REV revision (s), revised BIT bituminous FIN finish (ed) MATL material (s) RH right hand WH wall hung BLKG blocking FF+E fixtures, furnishings & equipment MECH mechanic (al) ROW right of way WC water closet BD board FFL finished floor line MED medium R riser WP waterproofing BS both sides FE fire extinguisher MT metal threshold RD roof drain WWF welded wire fabric BW both ways FP fireproof M meter (s) RO rough opening W west BOT bottom FRT fire-retardant treated MM millimeter (s) Ø round (diameter) WDW window BLDG building FLR floor (ings) MIN minimum RCB rubber cove base WM wire mesh BUR built up roofing FD floor drain MISC miscellaneous RSB rubber straight base W/O without BLKHD bulkhead FTG footing MOD modular WD wood B.O. by others FND foundation SCH schedule WPT working point

FUT future NR noise reduction SKYLT skylight CABT cabinet NRC noise reduction coefficient CI cast iron GA gage, gauge NOM nominal SC solid core CIPC cast-in-place concrete GALV galvanized NMT nonmetallic S south CB catch basin GC general contractor N north SPKR speaker CLG ceiling GF ground face NIC not in contract SPEC specification (s) CTR center GWB gypsum wall board NTS not to scale SQ square CT ceramic tile SST stainless steel CLR clear(ance) HDWE hardware OH overhead STD standard COL column HDR header OC on center (s) STL steel COMP compress (ed), (ion), (ible) HVAC heating, ventilating, air conditioning OPNG opening STOR storage CONC concrete HM hollow metal OPP opposite SD storm drain CMU concrete masonry unit HOR horizontal OPH opposite hand STRUCT structural CONST construction HB hose bibb OD outside diameter SUSP suspended CONT continuous or continue OA overall SYM symmetry (ical) CORR corrugated SECT section CNTR counter

WINDOW REFERENCE

ACCESSIBILITY GUIDELINES

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

LS

A001 specifications

26 september 2025 drawing no.divisions 01 - 02

No. Date Issue Notes gallatin school renovations city mission living stones

155 n gallatin ave uniontown pa 15401

155 n gallatin ave uniontown pa 15401 renovations phase 2 (revised/rebid)

© copyright 2025 lee CALISTI architecture+design all rights reserved this drawing is an instrument of service and is not to be reproduced or used without prior expressed written consent of lee CALISTI architecture+design.

leecalisti.com

24 cypress avenue greensburg pa 15601

724 832 7030 lee@leecalisti.comlee CALISTI architecture+design

2411.1project no.

THESE DRAWINGS AND THE INCLUDED SPECIFICATIONS ARE PART OF A COMPLETE SET OF DOCUMENTS. THE BREAKDOWN OF DRAWINGS AND SPECIFICATIONS INTO INDIVIDUAL SHEETS AND SECTIONS SHALL NOT DETERMINE THE RESPONSIBILITY FOR THE WORK OF INDIVIDUAL CONTRACTORS. ALL CONTRACTORS (GENERAL CONTRACTOR, SUB-CONTRACTORS, TRADESPERSONS) MUST REVIEW ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS TO CONFIRM THE FULL SCOPE OF WORK.

SUB-CONTRACTORS ARE RESPONSIBLE FOR THEIR RESPECTIVE SCOPES OF WORK REGARDLESS OF WHICH PAGE OF THIS SET THE WORK MAY APPEAR. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DISTRIBUTING FULL SETS OF DRAWINGS TO ALL THE SUB-CONTRACTORS.

THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LIMIT OR EXTENT OF THE WORK OF INDIVIDUAL TRADES AND SHALL FULLY

COORDINATE ALL THEIR ACTIVITY AND INFORM THE SUB-CONTRACTORS.

LEE CALISTI RA - 014425-X

RE

GISTERED ARCHITECT

PENNSYLVANIA

Issued for BID (Combined Projects A + B)9/26/2025A north

01000 - GENERAL CONDITIONS

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ALL REFERENCES TO RELEVANT PARTIES SHALL BE AS INDICATED:

ARCHITECT: LEE CALISTI ARCHITECTURE+DESIGN

OWNER: CITY MISSION LIVING STONES

IF ANY DISCREPANCY OR UNCERTAINTY ARISES AS TO THE RESPONSIBLE PARTY INVOLVED,

CONTACT THE ARCHITECT AND OWNER AND SEEK DIRECTION.

IMPORTANT - CALL BEFORE YOU DIG - PENNSYLVANIA ONE CALL SYSTEM, INC. CALL 3 BUSINESS

DAYS BEFORE YOU DIG! 1-800-242-1776 OR 8-1-1.

THESE DRAWINGS AND THE SPECIFICATIONS ARE PART OF A COMPLETE SET OF DOCUMENTS.

THE BREAKDOWN OF DRAWINGS AND SPECIFICATIONS INTO INDIVIDUAL SHEETS AND SECTIONS

SHALL NOT DETERMINE THE RESPONSIBILITY FOR THE WORK OF INDIVIDUAL CONTRACTORS.

ALL CONTRACTORS MUST REVIEW ALL PARTS OF THE DRAWINGS AND SPECIFICATIONS. THE

GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE LIMIT OR

EXTENT OF THE WORK OF INDIVIDUAL TRADES AND SHALL FULLY COORDINATE ALL THEIR

ACTIVITY.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY CHECKING AND VERIFYING ALL

EXISTING CONDITIONS AFFECTING THEIR PERFORMANCE OF THE DESIGNATED WORK. SHOULD

THE CONTRACTOR ENCOUNTER A DISCREPANCY AFFECTING HIS PERFORMANCE, THEY SHALL

NOTIFY THE OWNER AND ARCHITECT IMMEDIATELY AND SEEK DIRECTION. DO NOT PROCEED

UNTIL THE DISCREPANCY IS RESOLVED.

ALL WORK SHALL BE IN ACCORDANCE WITH ALL KNOWN APPLICABLE CODES, RULES AND

REGULATIONS OF THE AGENCIES HAVING JURISDICTION. CONTRACTOR SHALL SECURE AND PAY

FOR ALL PERMITS, LICENSES, CERTIFICATES, INSPECTIONS, AND OTHER LEGAL FEES REQUIRED, AND ALL APPLICABLE TAXES.

LEE CALISTI ARCHITECTURE+DESIGN EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND

OTHER RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED OR

MANIPULATED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY

THIRD PARTY WITHOUT PERMISSION AND CONSENT OF LEE CALISTI ARCHITECTURE+DESIGN.

THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR ANY CHANGES IN DESIGN PLANS UNLESS

WRITTEN CONSENT IS GIVEN BY THE ARCHITECT. THE CONTRACTOR AND/OR OWNER WILL BE

HELD RESPONSIBLE FOR ANY FIELD MODIFICATIONS MADE WITHOUT THE WRITTEN CONSENT OF

THE ARCHITECT AND NECESSARY APPROVALS BY PERMITTING AGENCIES.

CONTRACTOR IS SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS AND METHODS

INCLUDING WORKMANSHIP. IT IS IMPLIED [AND REQUIRED] THAT INDICATED WORK, WHICH IS NOT

FULLY SPECIFIED [IN DETAIL] SHALL COMPLY WITH APPLICABLE RECOGNIZED STANDARDS OF

THE CONSTRUCTION INDUSTRY, FOR THE INTENDED USE OF THE WORK.

THE SCOPE OF WORK OUTLINED IN THESE DRAWINGS IS BASED ON PROGRAM DATA PROVIDED

BY THE OWNER. WHILE THESE ARE IN GENERAL ACCORDANCE WITH THE LAYOUT OF THE

BUILDING, BASED ON PRELIMINARY FIELD VERIFICATIONS, CERTAIN ELEMENTS ON THE

DRAWINGS MAY VARY IN SIZE AND/OR PLACEMENT FROM THE CONDITIONS ACTUALLY PRESENT.

HOWEVER, THE CONTRACTOR SHALL FULLY AQUAINT THEMSELVES WITH THE WORK AREAS AND

VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD NECESSARY TO THE PREPARATION OF

BIDS. THE CONTRACTOR WILL MAKE PROVISIONS IN THEIR PROPOSALS TO ACCOUNT FOR THE

COST OF ANY VARIANCES IN QUANTITY OR POSITION WITHOUT ANY ADDITIONAL EXPENSE TO

THE OWNER.

SUBSTITUTIONS: BIDDING AND CONTRACTOR AWARD

A. THE BASE BID PROPOSED BY THE CONTRACTOR IS STRICTLY AND EXCLUSIVELY FOR THE

WORK AS PER THE CONTRACT DOCUMENTS.

B. ANY SUBSTITUTIONS MUST BE SUBMITTED WITH COST AND SUPPORT DATA FOR APPROVAL

DURING THE BID PERIOD

C. THE OWNER’S AND ARCHITECT'S DECISION OF APPROVAL OR DISAPPROVAL OF A PROPOSED

SUBSTITUTION SHALL BE FINAL.

D. NO SUBSTITUTION SHALL BE ACCEPTED WITHOUT A SUBSTANTIAL CREDIT GIVEN BACK TO THE

OWNER.

DO NOT SCALE FROM THE DRAWINGS. ALL DIMENSIONS LISTED IN THESE DRAWINGS ARE BASED

ON FIELD DIMENSIONS, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLETELY CHECKING

AND FIELD VERIFYING ALL EXISTING CONDITIONS AND DIMENSIONS AFFECTING THEIR

PERFORMANCE OF THE DESIGNATED WORK. SHOULD THE CONTRACTOR ENCOUNTER A

DISCREPANCY AFFECTING HIS PERFORMANCE, HE SHALL NOTIFY THE OWNER AND ARCHITECT

IMMEDIATELY AND SEEK DIRECTION. DO NOT PROCEED UNTIL THE DISCREPANCY IS RESOLVED

BY THE OWNER AND ARCHITECT.

ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S

INSTRUCTIONS. MATERIALS UNLESS OTHERWISE NOTED, TO BE IN NEW AND PERFECT

CONDITION WHEN INSTALLED AND PROTECTED UNTIL ACCEPTED.

NO CUTTING, BLOW TORCHES, OR OPEN FLAME TOOLS ARE PERMITTED IN THE WORK AREAS

WITHOUT THE EXPRESS PRIOR APPROVAL OF THE ARCHITECT AND OWNER. IF USE IS

PERMITTED, AN EXTINGUISHER MUST BE PROVIDED AND PLACED IN IMMEDIATE PROXIMITY TO

THE WORK. ALL CUTTING WORK SHALL BE COMPLETED AND INSPECTED BY THE CONTRACTOR'S

SUPERVISING PERSONNEL AT LEAST ONE HOUR BEFORE THE WORK AREA IS VACATED FOR THE

DAY.

USE THE MEANS NECESSARY TO PREVENT DUST FROM BECOMING A NUISANCE TO THE PUBLIC,

THE ADJACENT PROPERTIES OR TO NEIGHBORING AREAS OF THE SITE. UPON COMPLETION OF

ALL WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE

PROTECTIONS..

NOTIFY THE OWNER'S REPRESENTATIVE IN ADVANCE REGARDING ANY REQUIRED UTILITY

SHUT-DOWNS AFFECTING OTHER AREAS OF THE SITE OUTSIDE OF THE CONTRACT LIMITS.

ARRANGE AND PAY FOR DISCONNECTING, REMOVING AND CAPPING UTILITY SERVICES WITHIN

AREAS OF DEMOLITION OR SITE WORK. DISCONNECT AND STUB OFF. NOTIFY THE AFFECTED

UTILITY COMPANY AND BUILDING MANAGER IN ADVANCE AND OBTAIN APPROVAL BEFORE

STARTING THE WORK. PLACE MARKERS TO INDICATE LOCATION OF DISCONNECTED SERVICES.

IDENTIFY SERVICE LINES AND CAPPING LOCATIONS ON PROJECT RECORD DOCUMENTS. SHUT

OFF, CAP, ABANDON OR OTHERWISE PROTECT EXISTING UTILITY LINES WHERE AFFECTED BY

DEMOLITION OPERATIONS IN ACCORDANCE WITH GOOD PRACTICE, CODES, OR WITH THE

REQUIREMENTS OF THE AGENCY OR UTILITY HAVING JURISDICTION.

MISCELLANEOUS DEFINITIONS:

A. THE TERM "PRODUCT" INCLUDES MATERIALS, SYSTEMS, AND EQUIPMENT.

B. THE TERM "FURNISH" INDICATES OBTAINING AND DELIVERING A PRODUCT TO THE SITE, FOR

INSTALLATION BY OTHERS.

C. THE TERM "INSTALL" INDICATES SETTING IN PLACE, CONNECTING, TESTING AND PLACING IN

FULL OPERATING CONDITION MATERIALS, WHICH ARE FURNISHED BY OTHERS.

D.THE TERM "PROVIDE" INDICATES FURNISHING AND INSTALLING MATERIALS.

E. THE TERM "BUILDING CODE," AND THE TERM "CODE," REFER TO REGULATIONS OF

GOVERNMENTAL AGENCIES HAVING JURISDICTION.

F. THE TERMS "APPROVED," "REQUIRED," AND "AS DIRECTED," INDICATE THE WORK OR

MATERIALS THAT MAY BE APPROVED, REQUIRED, OR DIRECTED BY THE ARCHITECT ACTING AS

THE AGENT OF THE OWNER.

G. THE TERM "SIMILAR" IS USED IN ITS GENERAL SENSE, AND DOES NOT NECESSARILY INDICATE

IDENTICAL.

H. THE TERMS "SHOWN," "INDICATED," "DETAILED," "NOTED," "SCHEDULED," AND TERMS OF

SIMILAR IMPORT, REFER TO REQUIREMENTS CONTAINED IN THE CONTRACT DOCUMENTS.

PUBLICATIONS AND SIGNS: PROVIDE A PROJECT SIGN AS DIRECTED BY THE OWNER AND PER

RACU AND RACP FUNDING REQUIREMENTS. COMMONWEALTH FINANCIAL ASSISTANCE IN THIS

PROJECT WILL BE ACKNOWLEDGED BY SIGNS ERECTED IN THE PROJECT AREA AS SOON AS

POSSIBLE AFTER THE EFFECTIVE DATE OF THIS CONTRACT STATING “FINANCIAL ASSISTANCE

PROVIDED BY THE COMMONWEALTH OF PENNSYLVANIA, HONORABLE [NAME OF CURRENT

GOVERNOR], GOVERNOR” OR IN SUCH OTHER MANNER DESIGNATED BY OFFICE OF BUDGET. ANY

PUBLICATION CONCERNING THE PROJECT SHALL ALSO ACKNOWLEDGE COMMONWEALTH

FINANCIAL ASSISTANCE IN THE SAME MANNER.

ACKNOWLEDGEMENT OF COMMONWEALTH FINANCIAL ASSISTANCE MAY BE COMBINED WITH AN

ACKNOWLEDGEMENT OF OTHER FUNDING SOURCES ON PROJECT SIGNS AND IN PROJECT

PUBLICATIONS, PROVIDED THAT THE ACKNOWLEDGEMENT OF COMMONWEALTH ASSISTANCE

SHALL BE LISTED FIRST AND NO LESS PROMINENTLY THAN ANY OTHER SOURCE.

02100 - SITE CLEARING AND PREPARATION

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CLEAR SECTIONS OF EXISTING PAVING SURFACES AS REQUIRED BY THIS CONSTRUCTION.

REMOVE ALL BUSHES, TREES AND ROOTS, TREES ALONG THE SITE BOUNDARIES AS CALLED

OUT OR AS REQUIRED BY THIS CONSTRUCTION AND ANY MISCELLANEOUS JUNK

ACCUMULATED ON THE PROPERTY.

CONFIRM ALL TREES (4" CALIPER OR GREATER) REQUIRED OR SCHEDULED FOR REMOVAL

WITH OWNER PRIOR TO REMOVAL. DISPOSE IN LEGAL FASHION.

IF REQUIRED BY THE PROJECT PARAMETERS, RETAIN AND PAY FOR A REGISTERED

PROFESSIONAL LAND SURVEYOR OR REGISTERED CIVIL ENGINEER TO LOCATE THE

EXISTING PROPERTY LINES AND CORNERS AND REESTABLISH TOPOGRAPHIC ELEVATIONS

BASED ON THE SUBMITTED SURVEY. ESTABLISH APPROPRIATE AND ACCURATE

BENCHMARKS IN THE FIELD THAT WILL BE USED BY ALL TRADES AS REQUIRED TO

ESTABLISH AND CONFIRM ELEVATIONS PER THE DRAWINGS.

ESTABLISH AND COMMUNICATE A CONSTRUCTION ENTRANCE PATH TO THE SITE AND AS

APPROVED BY THE OWNER AND ARCHITECT TO ALL WORKERS, SUB-CONTRACTORS AND

TRADESPERSONS FOR USE THROUGHOUT THE CONSTRUCTION. COORDINATE THIS ZONE

WITH NEW UNDERGROUND UTILITIES AND PREVENT DAMAGE TO ALL MUNICIPAL AND

NEIGHBORING PROPERTIES.

02200 - EARTHWORK

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GENERAL:

A. EXCAVATE, BACKFILL, COMPACT, AND GRADE THE SITE TO THE ELEVATIONS SHOWN ON THE

DRAWINGS, AS SPECIFIED HEREIN, AND AS NEEDED TO MEET THE REQUIREMENTS OF THE

CONSTRUCTION SHOWN IN THE CONTRACT DOCUMENTS.

B. COORDINATE WITH PA ONE-CALL, UTILITY COMPANIES AND AGENCIES AS REQUIRED.

C. FOLLOW ALL CITY AND COUNTY PROCEDURES EROSION AND SEDIMENTATION CONTROL.

D. TREAT THE GROUND WITH A FIPRONIL-BASED GROUND TREATMENT - TERMIDOR OR

EQUIVALENT. (SEE PLACING AND COMPACTING BELOW)

EXCAVATING: PERFORM EXCAVATING OF EVERY TYPE OF MATERIAL ENCOUNTERED WITHIN THE

LIMITS OF THE WORK TO THE LINES, GRADES, AND ELEVATIONS INDICATED AND SPECIFIED

HEREIN. TRANSPORT TO, AND PLACE IN, FILL OR EMBANKMENT AREAS WITHIN THE LIMITS OF THE

WORK.

SURPLUS MATERIALS: DISPOSE OF CLEAN EXCAVATED MATERIALS ON SITE AS DIRECTED BY

OWNER. GRADING PLAN ON DRAWINGS DOES NOT NECESSARILY INDICATE DISTRIBUTION OF

EXCESS MATERIAL BUT HAS BEEN DESIGNED TO BALANCE CUT AND FILL AS CLOSELY AS

POSSIBLE.

EXCAVATION OF ROCK:

A. WHERE ROCKS, BOULDERS, GRANITE, SHALE, OR SIMILAR MATERIAL IS ENCOUNTERED, AND

WHERE SUCH MATERIAL CANNOT BE REMOVED OR EXCAVATED BY CONVENTIONAL EARTH

MOVING OR RIPPING EQUIPMENT, CONTACT THE ARCHITECT AND SEEK DIRECTION FOR

ESTABLISHING AN APPROVED ADDITIONAL COST.

B. UPON ACCEPTANCE OF THE ADDITIONAL COST, TAKE REQUIRED STEPS TO PROCEED WITH

THE GENERAL GRADING OPERATIONS OF THE WORK, AND REMOVE OR EXCAVATE SUCH

MATERIAL BY MEANS WHICH WILL NOT ENDANGER BUILDINGS OR STRUCTURES WHETHER ON OR

OFF THE SITE.

C. DO NOT USE EXPLOSIVES WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT.

STABILITY OF EXCAVATIONS:

A. SLOPE SIDES OF EXCAVATIONS TO 1:1 OR FLATTER, UNLESS OTHERWISE DIRECTED BY THE

ARCHITECT.

B. SHORE AND BRACE WHERE SLOPING IS NOT POSSIBLE BECAUSE OF SPACE RESTRICTIONS OR

STABILITY OF THE MATERIALS BEING EXCAVATED.

C. MAINTAIN SIDES AND SLOPES OF EXCAVATIONS IN A SAFE CONDITION UNTIL COMPLETION OF

BACKFILLING.

EXCAVATE, BACKFILL AND COMPACT WORK PROVIDED AND INSTALLED BY ELECTRICAL AND

PLUMBING CONTRACTORS.

SOIL MATERIALS: FILL AND BACKFILL MATERIALS:

A. SOIL: PROVIDE SOIL MATERIALS FREE FROM SNOW, ICE, FROZEN MATERIALS, ORGANIC

MATTER AND DELETERIOUS SUBSTANCES, CONTAINING NO ROCKS OR LUMPS OVER 6" IN

GREATEST DIMENSION, AND WITH NOT MORE THAN 15% OF THE ROCKS OR LUMPS LARGER THAN

2-3/8" IN THEIR GREATEST DIMENSION.

B. COMPACTED GRANULAR FILL (AGGREGATE): PENNSYLVANIA DEPARTMENT OF

TRANSPORTATION DESIGNATION COARSE AGGREGATE 2A.

C. DO NOT PERMIT ROCKS HAVING A DIMENSION GREATER THAN 1" IN THE UPPER 12" OF FILL OR

EMBANKMENT.

D. COHESIONLESS MATERIAL IS USED FOR STRUCTURAL BACKFILL: PROVIDE SAND FREE FROM

ORGANIC MATERIAL AND OTHER FOREIGN MATTER, AND AS APPROVED BY A GEOTECHNICAL

ENGINEER.

PLACING AND COMPACTING:

A. PLACE BACKFILL AND FILL MATERIALS IN LAYERS NOT MORE THAN 8" IN LOOSE DEPTH FOR

MATERIALS TO BE COMPACTED BY HEAVY EQUIPMENT. ALL FILL MATERIAL COMPACTED WITH

LIGHTWEIGHT COMPACTION EQUIPMENT, SUCH AS HAND-OPERATED TAMPERS OR WALK BEHIND

ROLLERS, SHOULD BE PLACED IN LOOSE LAYERS NOT EXCEEDING 6" THICK.

B. BEFORE COMPACTING, MOISTEN OR AERATE EACH LAYER AS NECESSARY TO PROVIDE THE

OPTIMUM MOISTURE CONTENT.

C. COMPACT EACH LAYER TO REQUIRED PERCENTAGE OF MAXIMUM DENSITY FOR AREA.

D. DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN, OR

CONTAINING FROST OR ICE.

E. TAKE CARE TO PREVENT WEDGING ACTION OF BACKFILL AGAINST STRUCTURES BY CARRYING

THE MATERIALS UNIFORMLY AROUND THE STRUCTURE TO APPROXIMATELY THE SAME

ELEVATION IN EACH.

F. ALL GROUND AREA UNDER INTERIOR SLABS SHALL BE COVERED WITH A PENNSYLVANIA

APPROVED TERMITE CONTROL APPLICATION WITH A FIVE YEAR GUARANTEE. THE FINISH GRADE

AROUND THE STRUCTURE SHALL BE SIMILARLY TREATED. GIVE FIVE YEARS WARRANTY TO

OWNER.

COMPACTING:

A. CONTROL SOIL COMPACTION DURING CONSTRUCTION TO PROVIDE THE MINIMUM

PERCENTAGE OF DENSITY SPECIFIED FOR EACH AREA AS DETERMINED ACCORDING TO ASTM D

1557.

B. PROVIDE NOT LESS THAN THE FOLLOWING MAXIMUM DENSITY OF SOIL MATERIAL COMPACTED AT OPTIMUM MOISTURE CONTENT FOR THE ACTUAL DENSITY OF EACH LAYER OF SOIL MATERIAL

IN PLACE, AND AS APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER (SEE ABOVE).

1). THE UPPER ONE (1) FOOT OF FILL REQUIRED TO ACHIEVE SUBGRADE LEVELS WITHIN THE

DESIGNATED FUTURE PAVEMENT AREAS SHOULD BE COMPACTED TO AT LEAST 100% OF THE

LABORATORY MAXIMUM DRY DENSITY, ± 3% OF THE OPTIMUM MOISTURE CONTENT AS

DETERMINED BY THE STANDARD PROCEDURE METHOD (ASTM D 1557).

2). PLACE ALL OTHER FILLS AND BACKFILLS IN LEVEL, LOOSE LIFTS HAVING A MAXIMUM

THICKNESS AS LIMITED ABOVE AND COMPACT TO AT LEAST 95% OF THE MAXIMUM DRY DENSITY, WITHIN ± 3% OF THE OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE STANDARD

PROCEDURE METHOD (ASTM D 1557).

MOISTURE CONTROL:

A. WHERE SUBGRADE OR LAYER OF SOIL MATERIAL MUST BE MOISTURE CONDITIONED BEFORE

COMPACTING, UNIFORMLY APPLY WATER TO SURFACE OF SUBGRADE OR LAYER OF SOIL

MATERIAL TO PREVENT FREE WATER APPEARING ON SURFACE DURING OR SUBSEQUENT TO

COMPACTING OPERATIONS.

B. REMOVE AND REPLACE, OR SCARIFY AND AIR DRY, SOIL MATERIAL THAT IS TOO WET TO

PERMIT COMPACTING TO THE SPECIFIED DENSITY.

C. SOIL MATERIAL THAT HAS BEEN REMOVED BECAUSE IT IS TOO WET TO PERMIT COMPACTING

MAY BE STOCKPILED OR SPREAD AND ALLOWED TO DRY. ASSIST DRYING BY DISCING,

HARROWING, OR PULVERIZING UNTIL MOISTURE CONTENT IS REDUCED TO A SATISFACTORY

VALUE AS DETERMINED BY MOISTURE DENSITY RELATION TESTS APPROVED BY THE

GEOTECHNICAL ENGINEER.

MAINTENANCE:

A. PROTECTION OF NEWLY GRADED AREAS. PROTECT NEWLY GRADED AREAS FROM TRAFFIC

AND EROSION, AND KEEP FREE FROM TRASH AND WEEDS;

B. REPAIR AND REESTABLISH GRADES IN SETTLED, ERODED, AND RUTTED AREAS TO THE

SPECIFIED TOLERANCES.

01030 - ALTERNATES

1.

2.

PROVIDE ALTERNATIVE BID PROPOSALS AS DESCRIBED IN THIS SECTION AND/OR AS ARE

INDICATED ON THE DRAWINGS.

PROCEDURES:

A. PROVIDE ALTERNATIVE BIDS TO BE ADDED TO OR DEDUCTED FROM THE AMOUNT OF THE

BASE BID IF THE CORRESPONDING CHANGE IN SCOPE IS ACCEPTED BY THE OWNER.

B. INCLUDE WITHIN THE ALTERNATIVE BID PRICES ALL COSTS, INCLUDING PROVIDING ALL

MATERIALS, INSTALLATION, AND FEES TO COMPLETE THE INTENDED WORK.

C. SHOW THE PROPOSED ALTERNATIVE AMOUNTS OPPOSITE THEIR PROPER DESCRIPTION

ON THE BID FORM.

01152 - APPLICATION FOR PAYMENT

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2.

3.

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6.

7.

8.

COMPLY WITH PROCEDURES DESCRIBED IN THIS SECTION (AND THE BID INVITATION) WHEN

APPLYING FOR PROGRESS PAYMENT AND FINAL PAYMENT UNDER THE CONTRACT.

SUBMIT APPLICATION OF PAYMENT ON AIA DOCUMENT G702, LATEST VERSION, WITH G703

CONTINUATION SHEET.

ELECTRONIC SUBMISSION (PDF) TO THE ARCHITECT OF THE ORIGINAL DOCUMENT IS

PERMISSABLE.

THE ARCHITECT'S APPROVAL OF APPLICATIONS FOR PROGRESS PAYMENT AND FINAL

PAYMENT MAY BE CONTINGENT UPON THE ARCHITECT'S APPROVAL OF STATUS OF PROJECT

RECORD DOCUMENTS AS DESCRIBED IN SECTION 01000 OF THESE SPECIFICATIONS.

PRIOR TO START OF CONSTRUCTION, SECURE THE ARCHITECT'S APPROVAL OF THE

SCHEDULE OF VALUES REQUIRED TO BE SUBMITTED UNDER THE GENERAL CONDITIONS,

DURING PROGRESS OF THE WORK, MODIFY THE SCHEDULE OF VALUES AS APPROVED BY

THE ARCHITECT TO REFLECT CHANGES IN THE CONTRACT SUM DUE TO CHANGE ORDER OR

OTHER MODIFICATIONS OF THE CONTRACT.

BASE REQUESTS FOR PAYMENT ON THE APPROVED SCHEDULE OF VALUES AS APPROVED

BY THE ARCHITECT.

SIGN AND NOTARIZE THE APPLICATION AND CERTIFICATE FOR PAYMENT.

01610 - SUBSTITUTIONS

1.

2.

3.

4.

5.

6.

SUBSTITUTIONS - PRIOR TO RECEIPT OF BID - ARE SPECIFIED IN THE INSTRUCTIONS TO

BIDDERS AND ON THE BID FORM.

AVAILABILITY OF SPECIFIED ITEMS:

A. VERIFY PRIOR TO SUBMITTAL THAT SPECIFIED ITEMS WILL BE AVAILABLE IN TIME FOR

INSTALLATION DURING ORDERLY AND TIMELY PROGRESS OF THE WORK. IF ITEMS

SPECIFIED WILL NOT BE SO AVAILABLE, NOTIFY THE ARCHITECT IMMEDIATELY.

B. SUBCONTRACTORS AND SUPPLIERS SHALL MAKE ALL REQUESTS FOR APPROVAL

THROUGH THE CONTRACTOR.

C. CONTRACTOR SHALL ARRANGE FOR THE ORDERING OF MATERIALS (AFTER APPROVED

SUBMITTALS) IN SUCH A MANNER TO AVOID KNOWN DELAYS - EVEN IF IT REQUIRES

ORDERING EARLIER THAN CUSTOMARY.

SUBSTITUTION PROCEDURE AFTER AWARD OF CONTRACT:

REQUESTS PROPOSED BY THE CONTRACTOR AFTER THE AWARD OF THE CONTRACT AND

METHODS OF CONSTRUCTION REQUIRED BY THE CONTRACT DOCUMENTS WILL BE

CONSIDERED BY THE ARCHITECT ONLY UNDER ONE OF THE FOLLOWING CONDITIONS:

A. WHEN SPECIFIED PRODUCT IS NOT AVAILABLE OR NO LONGER MANUFACTURED.

B. WHEN A GUARANTEE OF PERFORMANCE IS REQUIRED AND, IN THE JUDGMENT OF THE

CONTRACTOR, SPECIFIED PRODUCT OR PROCESS WILL NOT PRODUCE THE DESIRED

RESULTS, AND WHERE THE CONTRACTOR CERTIFIES THAT THE PROPOSED SUBSTITUTION

PROVIDES THE REQUIRED WARRANTY.

C. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT RECEIVE NECESSARY

APPROVAL BY A GOVERNING AUTHORITY, AND THE REQUESTED SUBSTITUTION CAN BE

APPROVED.

D. THE SPECIFIED PRODUCT OR METHOD OF CONSTRUCTION CANNOT BE PROVIDED IN A

MANNER THAT IS COMPATIBLE WITH OTHER MATERIALS, AND WHERE THE CONTRACTOR

CERTIFIES THAT THE SUBSTITUTION WILL OVERCOME THE INCOMPATIBILITY.

ACCOMPANY REQUEST FOR SUBSTITUTION WITH SUCH DRAWINGS, SPECIFICATIONS,

SAMPLES, MANUFACTURER'S LITERATURE, PERFORMANCE DATA, AND OTHER INFORMATION

NECESSARY TO DESCRIBE AND EVALUATE THE PROPOSED SUBSTITUTION AND COMPARE IT

TO THE SPECIFIED PRODUCT COMPLETELY.

THE BURDEN OF PROOF SHALL BE ON THE CONTRACTOR.

AGREEMENT TO MAKE SUBSTITUTION SHALL NOT RELIEVE CONTRACTOR, SUBCONTRACTOR,

MANUFACTURER, FABRICATOR, OR SUPPLIER FROM RESPONSIBILITY FOR ANY DEFICIENCY

THAT MAY EXIST IN THE SUBSTITUTED PRODUCT, OR FOR ANY DEPARTURES OR DEVIATIONS

FROM THE REQUIREMENTS OF THE CONTRACT DOCUMENTS AS MODIFIED BY SUCH

CHANGE. CONTRACTOR SHALL BE DEEMED TO WARRANT BY HIS REQUEST THAT THE

PROPOSED SUBSTITUTE PRODUCT WILL SATISFY ALL STANDARDS AND REQUIREMENTS

SATISFIED BY THE ORIGINALLY SPECIFIED PRODUCT, AND THAT AGREEMENT TO THE

CHANGE SHALL NOT BE DEEMED TO MODIFY CONTRACT DOCUMENTS WITH RESPECT

THERETO.

IF ANY SUBSTITUTION WILL AFFECT A CORRELATED FUNCTION, ADJACENT CONSTRUCTION,

OR THE WORK OF OTHER TRADES OR CONTRACTORS, NECESSARY CHANGES AND

MODIFICATIONS TO AFFECTED WORK SHALL BE CONSIDERED AS AN ESSENTIAL PART OF

THE PROPOSED SUBSTITUTION, TO BE ACCOMPLISHED BY CONTRACTOR AT HIS EXPENSE.

SUBMIT, FOR APPROVAL, FIELD DRAWINGS SHOWING NECESSARY CHANGES OR

MODIFICATIONS TO BE AFFECTED INCLUDING THOSE WHICH REQUIRE STRUCTURAL

CHANGES, BUILDING CHANGES, OR EQUIPMENT CHANGES

01300 - ADMINSTRATIVE REQUIREMENTS

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CONTRACTOR USE OF THE PREMISES: BEFORE BEGINNING WORK, SECURE APPROVAL FROM

OWNER (OR THE CITY) AREAS PERMITTED FOR THE FOLLOWING:

A. SITE ACCESS AND PERSONNEL PARKING, MATERIAL STORAGE AND DUMPSTERS

B. LOCATION OF CRANES, HOISTS AND CHUTES

C. LOCATION OF TEMPORARY SANITARY FACILITIES AND UTILITY HOOKUPS

SEE GENERAL SITE AND BUILDING OPERATION NOTES ON THE COVER SHEET

INSURANCE: BEFORE COMMENCING ANY WORK, PROVIDE TO THE OWNER SATISFACTORY

EVIDENCE OF COVERAGE IN THE AMOUNTS SPECIFIED, OR IN THE ABSENCE OF SPECIFIED

REQUIREMENTS, AMOUNTS SUITABLE FOR THE PROJECT FOR:

A. BUILDER'S RISK INSURANCE

B. WORKMAN'S COMPENSATION INSURANCE

FROM THE DATE THAT WORK COMMENCES UNTIL COMPLETION AND ACCEPTANCE OF WORK,

ASSUME FULL RESPONSIBILITY FOR MAINTAINING THE AFFECTED BUILDING SECURE AND WEATHER

TIGHT AFTER CONSTRUCTION HAS PROCEEDED TO ENCLOSE AND SECURE THE BUILDING.

THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SAFEGUARDS AS REQUIRED TO PREVENT INJURY

TO THE WORKMEN, OWNER, ARCHITECT, VISITORS, AND DELIVERY PERSONNEL. MAINTAIN

PROTECTED INGRESS AND EGRESS TO THE SITE AT ALL TIMES. ERECT SUCH BARRIERS TO

PROTECT THE PUBLIC AND NOT CREATE AN “ATTRACTIVE NUISANCE”. ALL OSHA AND OTHER

SAFETY REQUIREMENTS SHALL BE THE SOLE RESPONSIBILITY OF THE G.C.

THE CONTRACTOR SHALL PROVIDE AN EXPERIENCED, JOB SUPERINTENDENT WHO WILL OVERSEE

CONSTRUCTION.

MATERIAL HANDLING - G.C. MUST PROVIDE -

A. A SAFE, CLIMATE CONTROLLED BUILDING AND SUBFLOOR FOR ALL SPACES

B. A SECURE STORAGE AREA THAT IS MAINTAINED PERMANENTLY OR TEMPORARILY AT AMBIENT

TEMPERATURE AND HUMIDITY PER MATERIAL MANUFACTURERS

C. A PROTECTED INSTALLATION AREA PER MANUFACTURER'S SPECFICATIONS

INTENT, PURPOSE, AND INTERPRETATION OF DRAWINGS AND SPECIFICATIONS:

A. IN THE CASE OF AN ERROR OR INCONSISTENCY, SPECIFICATIONS SHALL TAKE PRECEDENCE

OVER DRAWINGS. FIGURED DIMENSIONS SUPERSEDE SCALED ONES.

B. CONTRACTOR, ARCHITECT OR OWNER SHALL TAKE NO ADVANTAGE OF, AND SHALL PROMPTLY

CALL TO THE ARCHITECT'S ATTENTION TO ANY ERROR, OMISSION OR INCONSISTENCY IN/OR

BETWEEN THE DRAWINGS AND SPECIFICATIONS.

PRE-CONSTRUCTION CONFERENCE: PRIOR TO COMMENCEMENT OF THE WORK, REPRESENTATIVES

OF THE ARCHITECT AND OWNER WILL MEET WITH THE CONTRACTOR, HIS SUPERINTENDENT OR

FOREMAN WHO WILL BE ENGAGED FULL TIME ON THE PROJECT WITH SUBCONTRACTORS, TO

REVIEW THE ADMINISTRATIVE REQUIREMENTS, MATERIALS AND PROCEDURES TO BE FOLLOWED IN

PERFORMING THE WORK.

PROGRESS (JOB OR OAC) MEETINGS: THE CONTRACTOR AND ANY SUBCONTRACTORS, MATERIAL

SUPPLIERS, OR VENDORS WHOSE PRESENCE IS NECESSARY OR REQUESTED MUST ATTEND

MEETINGS (REFERRED TO AS PROGRESS OR JOB MEETINGS) WHEN CALLED BY THE ARCHITECT,

CONTRACTOR OR OWNER AT DESIGNATED INTERVALS FOR THE PURPOSE OF DISCUSSING THE

EXECUTION OF THE WORK. EACH OF SUCH MEETINGS WILL BE HELD AT THE SITE OR A TIME AND

PLACE AGREED TO BY THE ARCHITECT, OWNER AND THE CONTRACTOR OR THEIR

REPRESENTATIVES.

CONSTRUCTION SCHEDULE:

A. WITHIN TEN (10) DAYS OF THE CONTRACT SIGNING THE G.C. SHALL PREPARE A CONSTRUCTION

SCHEDULE FOR THE OWNER'S REVIEW.

B. THE CONTRACTOR AND ALL SUBCONTRACTORS, SUPPLIERS, AND MANUFACTURERS SHALL

SCHEDULE THE WORK TO CONFORM TO THE CONSTRUCTION SCHEDULE.

C. SUBMIT REVISIONS TO THE SCHEDULE AS CONSTRUCTION PROCEEDS NOTING MAJOR

DIFFERENCES TO THE SCHEDULE.

D. A DELAY TO SUBMIT A SCHEDULE AS STATED COULD DELAY THE RELEASE OF PAYMENT(S).

SUBMITTALS: SUBMIT THE FOLLOWING:

A. PRODUCT DATA: SUBMIT ENTIRE CATALOG OR BROCHURE, NOT JUST A SINGLE CUT-SHEET.

INDICATE THE EXACT PRODUCT TO BE USED.

B. SAMPLES: WHEN REQUESTED, SAMPLES SHALL BE THE PRECISE ARTICLE PROPOSED TO BE

FURNISHED.

C. SHOP DRAWINGS: UNLESS OTHERWISE DIRECTED, MAKE ALL SHOP DRAWINGS ACCURATELY TO A SCALE SUFFICIENTLY LARGE TO SHOW ALL PERTINENT FEATURES INCLUDING CONNECTIONS TO THE WORK. SUBMIT ELECTRONICALLY IN PDF FORMAT NO PAPER COPIES. EACH SUBMITTAL MUST

BE NUMBERED CONSECUTIVELY WITH THE GENERAL CONTRACTOR'S LETTERHEAD/TRANSMITTAL.

THE ARCHITECT WILL MARK UP ONE (1) SET AND RETURN COPIES ELECTRONICALLY TO THE

CONTRACTOR.

D. COLORS:

1). WHERE COLORS ARE NOT SPECIFICALLY DESCRIBED IN THE CONTRACT DOCUMENTS AND A

CHOICE OF COLOR OR PATTERNS IS AVAILABLE IN A PRODUCT, SUBMIT ACCURATE COLOR AND/OR

PATTERN CHARTS FOR ARCHITECT'S REVIEW.

2). INCLUDE RELATIVE COSTS OF COLORS AND PATTERNS IF THEY VARY.

E. MANUALS, CONTENTS: MANUALS SHALL CONTAIN AT LEAST THE FOLLOWING ITEMS:

1). COMPLETE MANUFACTURERS' INSTRUCTIONS REGARDING MAINTENANCE OF EQUIPMENT,

PRODUCTS, ETC.

2). COMPLETE NOMENCLATURE OF ALL REPLACEABLE PARTS, THEIR PART NUMBERS, AND NAME

AND ADDRESS OF NEAREST VENDOR.

3). COPY OF ALL GUARANTEES AND WARRANTEES ISSUED.

CHANGES TO THE WORK: (CHANGE ORDER REQUESTS AND CHANGE ORDERS)

A. CONTRACTORS SHALL NOT CONSTRUE ANY CORRESPONDENCE OR VERBAL COMMUNICATIONS

WITH OR BY THE ARCHITECT, OR HIS REPRESENTATIVE AS AUTHORIZATION FOR "EXTRA"

CONSTRUCTION PAYMENT. SUBMIT IN WRITING TO THE ARCHITECT ALL CHANGE ORDER REQUESTS

(C.O.R.) FOR ADDITIONS TO THIS CONTRACT FOR CONSIDERATION BY THE OWNER'S

REPRESENTATIVE. WORK PERFORMED WITHOUT WRITTEN APPROVAL OF THE OWNER AND

ARCHITECT WILL BE AT THE CONTRACTOR'S SOLE RESPONSIBILITY.

B. PROCESSING CHANGES INITIATED BY THE OWNER - SHOULD THE OWNER CONTEMPLATE MAKING A CHANGE IN THE WORK OR A CHANGE IN THE CONTRACT TIME OF COMPLETION, THE ARCHITECT WILL ISSUE EITHER THE ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS OR A PROPOSAL REQUEST

TO THE CONTRACTOR. THE SUPPLEMENTAL INSTRUCTIONS AND PROPOSALS WILL DESCRIBE THE

CONTEMPLATED CHANGE, AND WILL CARRY ONE OF THE FOLLOWING INSTRUCTIONS TO THE

CONTRACTOR:

1) MAKE THE DESCRIBED CHANGE IN THE WORK AT NO CHANGE IN THE CONTRACT SUM AND NO

CHANGE IN THE CONTRACT TIME OF COMPLETION; (SUPPLEMENTAL INSTRUCTION ONLY)

2) MAKE THE DESCRIBED CHANGE IN THE WORK, CREDIT OR COST FOR WHICH WILL BE EVALUATED

BY THE ARCHITECT AND OWNER (PROPOSAL REQUEST)

3) PROMPTLY ADVISE THE ARCHITECT AS TO CREDIT OR COST PROPOSED FOR THE DESCRIBED

CHANGE. THIS IS NOT AN AUTHORIZATION TO PROCEED WITH THE CHANGE. (PROPOSAL REQUEST)

4) NO CHANGES WILL BE ACCEPTED WITHOUT THE ARCHITECT'S AND OWNER'S APPROVAL OF THE

CONTRACTOR'S REQUEST FOR CHANGE ORDER (RFCO).

C. PROCESSING CHANGES INITIATED BY THE CONTRACTOR - SHOULD THE CONTRACTOR DISCOVER

A DISCREPANCY AMONG THE CONTRACT DOCUMENTS, A CONCEALED CONDITIONS, OR OTHER

CAUSE FOR SUGGESTING A CHANGE IN THE WORK, A CHANGE IN THE CONTRACT SUM, OR A

CHANGE IN THE CONTRACT TIME OF COMPLETION, THEY SHALL NOTIFY THE ARCHITECT AS

REQUIRED BY PERTINENT PROVISIONS OF THE CONTRACT DOCUMENTS. NO CLAIMS FOR EXTRA

TIME OR WORK SHALL BE HONORED WITH OUT A WRITTEN CHANGE ORDER, APPROVED BY THE

OWNER AND THE ARCHITECT, PRIOR TO THE EXECUTION OF THE SAID CLAIM. UPON AGREEMENT BY

THE ARCHITECT THAT THERE IS REASONABLE CAUSE TO CONSIDER THE CONTRACTOR'S

PROPOSED CHANGE, THE ARCHITECT WILL RECOMMEND TO THE OWNER APPROVAL OF THE

REQUEST FOR CHANGE ORDER, PROMPTING A FORMAL CHANGE ORDER ISSUED TO ALL PARTIES

FOR SIGNATURE.

D. PROCESSING CHANGE ORDERS

1) CHANGE ORDERS WILL BE DATED AND WILL BE NUMBERED IN SEQUENCE.

2) THE CHANGE ORDER WILL DESCRIBE THE CHANGE OR CHANGES (BASED ON APPROVED CHANGE ORDER REQUESTS), WILL REFER TO THE PROPOSAL OR PROPOSALS INVOLVED (C.O.R.), AND WILL

BE SIGNED BY THE CONTRACTOR, OWNER AND THE ARCHITECT.

GUARANTEE:

A. CONTRACTOR SHALL SUBMIT A LETTER TO THE OWNER GUARANTEEING THE WORK IN ITS

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ENTIRETY FOR A PERIOD OF ONE (1) YEAR, UNLESS SPECIFICALLY STATED ELSEWHERE IN THE

PROJECT MANUAL TO BE IN EXCESS OF ONE YEAR.

B. THE…