2. - prince william sound aquaculture...
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c) Conflicts and Clarifications Interpretations, corrections and changes to this RFP will be made by Addendum. Proposers requesting clarification or interpretation shall make a written request via email to contact the person below:
Don Beard, Project Manager E‐mail: [email protected]
2. PROJECT BACKGROUND a) Location of Delivery
Delivery of construction materials and supplies to be FOB to either the: PWSAC Anchorage Distribution Center 6148 Neilsen Way Anchorage, Alaska 99518
or
Lynden Transport 202 Industry Road Cordova, Alaska 99574
Deliver of construction equipment to be loaded on PWSAC’s landing Craft to be FOB to either the:
North Fill Boat Ramp Cordova, Alaska or Smitty’s Cove Boat Ramp Whittier, Alaska
b) Budget PWSAC has not established a Maximum Allowable Price for the adult salmon fishway construction and accessories. However, to maximize the use of available funds and provide overall value, Proposers are encouraged to propose betterments and cost efficiencies to the project.
c) Completion Schedule Time is of the essence with this project as the adult pink salmon will begin to return to the hatchery in late July and the egg collection period will begin in late August. Therefore, the project schedule is as follows:
Project Start Date: on or before June 1, 2014.
Substantial Completion: by July 15, 2014, to avoid late penalties.
Final Completion: by August 1, 2014, to avoid late penalties.
3. PROCUREMENT PROCESS a) General
PWSAC has elected to proceed with a competitive bid process with an open invitation to interested firms to submit proposals.
b) Method of Contracting PWSAC will enter into an Independent Contractor Agreement with the successful bidder. A sample agreement is included within the RFP document. The successful bidder shall submit electronic files of shop drawings of the material to be furnished. Shop drawings shall include plans, elevations, sections, and details of metal fabrications and their connections, anchorage and accessory items. No work shall begin on fabrications until PWSAC approves the shop drawings submitted.
c) Selection Process and Schedule Proposals must be received not later than 4:00 p.m. (AKDT) on March 28, 2014, via email to the contact person below:
Dave Reggiani, PWSAC General Manager E‐Mail: [email protected]
Proposals shall be evaluated based on price, responsiveness, and the qualifications of the bidder. Contracts will be awarded to the lowest responsive and qualified bidder. PWSAC will determine whether a bidder is qualified based on:
a) The skill and experience demonstrated by the bidder in timely performing contracts of a similar nature;
b) The bidder’s record for honesty and integrity; and c) The bidder’s capacity to perform in terms of facilities, equipment, bonding, personnel,
and financial capability.
PWSAC will provide an Intent to Award statement to all of the responsive bidders no later than 1:00 p.m. (AKDT) on April 4, 2014. PWSAC may reject all bids or proposals submitted for procurement if PWSAC determines it is in the best interest of the Corporation.
4. PROPOSAL REQUIREMENTS
The Proposer shall submit the following: a) Cover Letter
Identify the firm and provide a list of all professionals, and subcontractors (if applicable).
b) References Provide a minimum of two (2) owner references from previous similar construction projects that the Proposer and its professionals have completed. Include contact information for the project owners.
c) Schedule Provide a milestone schedule indicating the start and completion of the construction project.
d) Price Proposal Proposals shall include a separate itemized amount for each of the major construction elements (i.e. cement, aggregate, rebar, excavation, formwork, pouring, equipment costs, raceway accessories costs, etc.).
GENERAL
G-000 COVER SHEET - VICINITY MAP, LOCATION MAP, DRAWING INDEX AND GENERAL NOTES
G-002 ABBREVIATIONS AND BUILDING CODE ANALYSIS
ARCHITECTURAL
A-100 FIRST FLOOR DEMO PLAN
A-101 FIRST FLOOR PLAN
A-102 MEZZANINE
A-103 ROOF PLAN
A-201 ELEVATIONS
A-202 ELEVATIONS AND SECTIONS
A-401 ENLARGED PLANS
A-402 REFLECTED CEILING PLANS
A-403 STAIR SECTIONS, DETAILS
A-601 SCHEDULES
A-602 WALL TYPES
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES
S-101 FOUNDATION PLAN
S-102 FLOOR PLAN
S-103 STAIR TOWER PLAN AND SECTIONS
S-105 ADULT RETURN FACILITY PLAN
S-106 EQUIPMENT PLATFORM
S-107 FRAMING PLAN
S-201 STAIR TOWER ELEVATIONS
S-301 ADULT RETURN FACILITY SECTIONS
S-302 ADULT RETURN FACILITY SECTIONS
S-501 DETAILS
S-502 DETAILS
S-503 DETAILS
S-504 STAIR TOWER DETAILS
S-505 STAIR TOWER DETAILS
S-506 DETAILS
S-507 PIPE AND TROUGH SUPPORT FRAME
S-508 TROUGH SUPPORT FRAME
MECHANICAL
M-100 SYMBOLS AND ABBREVIATIONS
M-101 HVAC FIRST FLOOR PLAN
M-102 MEZZANINE HVAC PLAN
M-103 PLUMBING PLANS
M-104 MEZZANINE PLUMBING PLAN
M-501 MECHANICAL DETAILS
M-601 SCHEDULES
PROCESS PIPING
P-001 INCUBATOR STACKS LAYOUT
P-101 WATER DISTRIBUTION PLAN
P-102 INCUBATOR DRAIN PLAN
P-103 FRY COLLECTION PLAN
P-104 ADULT RETURN FACILITY
P-105 TOP LEVEL PUMP ROOM PLAN
P-106 MEZZ PROCESS WATER PLAN
P-301 SECT THROUGH HATCHERY
P-302 SECT THROUGH HATCHERY
P-303 SECTIONS AND DETAILS
P-901 WATER SUPPLY SCHEMATIC
ELECTRICAL
E-100 FLOOR PLAN - OVERALL BUILDING
E-201 FIRST FLOOR PLAN - POWER
E-202 FIRST FLOOR/MEZZANINE PLAN - POWER
E-203 PANEL SCHEDULE, SINGLE LINE DIAGRAM
E-301 FIRST FLOOR PLAN - LIGHTING
E-302 FIRST FLOOR/MEZZANINE PLAN - LIGHTING
E-303 LUMINAIRE SCHEDULE SCHEMATIC DIAGRAMS
E-401 FIRST FLOOR PLAN - LOW VOLTAGE
E-402 FIRST FLOOR/MEZZANINE PLAN - LOW VOLTAGE
E-901 SPECIFICATION
E-902 SPECIFICATION
SHEET INDEX
GENERAL NOTES
1. ALL WORK SHALL CONFORM TO THE CURRENT EDITIONS OF THE INTERNATIONAL BUILDING
CODE (IBC), INTERNATIONAL MECHANICAL CODE (IMC) AND INTERNATIONAL FIRE CODE (IFC),
AND AMENDMENTS AS ADOPTED BY THE STATE OF ALASKA FIRE MARSHAL.
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS.
3. CONTRACTOR SHALL LOCATE ALL EXISTING UNDERGROUND UTILITIES AND STRUCTURES WITH
HATCHERY STAFF BEFORE COMMENCEMENT OF WORK.
4. FIELD VERIFY EXISTING CONDITIONS & CONNECTION POINTS PRIOR TO STARTING WORK.
FULLY COORDINATE WORK WITH OTHER TRADES.
5. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS & COMPLY WITH APPLICABLE
FEDERAL, STATE AND LOCAL LAWS & REGULATIONS. TEMPORARY SHUTDOWNS OF BUILDING
SYSTEMS MUST BE COORDINATED & APPROVED WITH OWNER.
6. PROTECT ALL WORK WHICH IS INDICATED TO REMAIN, INCLUDING BUILDINGS, PAVEMENTS,
CURBS & THE LIKE ON THE SITE & ADJACENT.
7. ALL LINES ARE PARALLEL OR PERPENDICULAR TO THE LINES FROM WHICH THEY ARE
MEASURED UNLESS NOTED OTHERWISE. CONTRACTOR SHALL VERIFY ALL DIMENSIONS &
RELATIONS TO OTHER WORK PRIOR TO FABRICATION & INSTALLATION.
8. COORDINATES & WRITTEN DIMENSIONS SHALL PREVAIL, DO NOT SCALE DRAWINGS.
www.tetratech.com
CLIENT INFORMATION:PROJECT LOCATION:
PROJECT DESCRIPTION / NOTES:
Tt PROJECT No.: CLIENT PROJECT No.:
PRINCE WILLIAM SOUND AQUACULTURE CORPORATION
CANNERY CREEK FISH HATCHERY ADDITION
CANNERY CREEK FISH HATCHERY
VALDEZ, ALASKA
135-22542-10001
PRINCE WILLIAM SOUND
AQUACULTURE CORPORATION
VALDEZ, ALASKA
230 SOUTH FRANKLIN SUITE 212
JUNEAU, AK 99801-1364
PHONE: (907) 586-6400 FAX: (907) 463-3677
PERMIT SET
JULY, 2013
CONSTRUCT A NEW HATCHERY ADDITION OVER THE EXISTING EXTERIOR RACEWAYS.
THE NEW BUILDING ADDITION CONSISTS OF PRE-ENGINEERED STEEL STRUCTURES
ENCLOSING A NEW INCUBATION SPACE AND ADJACENT MECHANICAL ROOM, EGG TAKE
ROOM, AND MEZZANINE AREA. THE EXISTING WOOD FRAME HATCHERY BUILDING,
POWER GENERATING MODULE AND COVERED PARKING AREA SHALL REMAIN.
N
VICINITY MAP
PROJECT SITE
1
1
1
MARK DATE DESCRIPTION BY
-- JULY PERMIT SUBMITTAL
7-31-13 CONSTRUCTION CHANGES1
9-03-13 CONSTRUCTION CHANGES2
2
2
2
11-20-13 CONSTRUCTION CHANGES3
3
3
3
2-18-14 WATER SUPPLY SYSTEM UPDATED4
4
4
4
ABBREVIATIONS
IBC 2009
MINIMUM INSULATION COMPONENTS TO BE PROVIDED - CLIMATE ZONE 7
BUILDING CODE ANALYSIS
FIRE PROTECTION
PROPOSED BUILDING NOT SPRINKLED
WALLS:
ROOF:GLAZING:DOORS:
BUILDING CODE:
R-15
R-19U=0.45U=0.50
CHAPTER 3 - USE AND OCCUPANCY CLASSIFICATION
SECT 302.1 INCUBATION, MECHANICALF-2
CHAPTER 5 - BUILDING HEIGHT AND AREATABLE 503
CHAPTER 6 - TYPE OF CONSTRUCTION
TABLE 601 PRIMARY STRUCTURAL FRAMEEXTERIOR BEARING WALLSINTERIOR BEARING WALLS
0 HOURS0 HOURS0 HOURS
INTERIOR NONBEARING WALLSFLOOR CONSTRUCTION
0 HOURS0 HOURS
ROOF CONSTRUCTION 0 HOURS
TYPE OF CONSTRUCTION
ALLOWABLE AREA/STORY
ALLOWABLE STORIES
GROUPVB
13,000 SQFT BASIC CRITERIA
2
F-2
ALLOWABLE HEIGHTPROPOSED HEIGHT
40'35'
PROPOSED STORIES - EXST BLDG 2
HATCHERY BUILDINGACCESSORY OCCUPANCIES-
PER 508.2 OFFICE AND STORAGE AREA ARE ACCESSORY TO MAIN OCCUPANCY F-2. PER 508.2.4 NO SEPARATION OF OCCUPANCY IS REQUIRED.
EXIT ACCESS TRAVEL DISTANCE < THAN STATED IN TABLE 1016.1EGRESS DOOR SWING PER 1008.1.2 OCC LOAD < 50
TYPE VB
IBC CHAPTER 5 TABLE 503, TABLE 1015.1EGRESS REQUIREMENTS - NEW HATCHERY BLDG
12,248INCUBATION
AREAPROVIDED(GSF)
AREAALLOWED(GSF)
AREA NAME ANDOCCUPANCYCLASSIFICATION
LOAD FACTORPER TABLE1004.1.1
OCCUPANTLOAD
34
EXITSREQUIRED
EXITSPROVIDED
TOTAL 37
1 6300(MECHANICAL)
MEZZANINE 2,070 100 3 1 2
19,110
EXST HATCHERY 6,455 SQFTPROPOSED HATCHERY ADDITION - FIRST FLOOR 10,178 SQFT
HATCHERY BUILDING - TOTAL 16,633 SQFT
6
EXST EXIT
1
PROPOSED MEZZANINE 2,070 SQFT
SECTION 505. 505.4 EXCEPTION 1 - OCC LOAD <10. EXITING - TABLE 1015.1
FEFIRE EXTINGUISHER, CLASS 2-A,MAX TRAVEL DISTANCE 75'SURFACE MOUNTED, SECTION 906.9.1
AB ANCHOR BOLT
ELEC ELECTRIC
JST JOIST SND
RWL RAINWATER LEADER
ACT ACOUSTICAL CEILING TILE
EQUIP EQUIPMENT
JT JOINT SND
SD SOAP DISPENCER
ADJC ADJACENT
EW EACH WAY
LAV LAVATORY
SECT SECTION
ADJ ADJUSTABLE
EWC ELECTRIC WATER COOLER
LLH LONG LEG HORIZONTAL
SFT STRUCTURAL FACING TILE
AFF ABOVE FINISH FLOOR
ELVR ELEVATOR
LLV LONG LEG VERTICAL
SHR SHOWER
AHU AIR HANDLING UNIT
EXH EXHAUST
LP LOWPOINT
SHT SHEET
ALUM ALUMINUM
EXST EXISTING
MAX MAXIMUM
SIM SIMILAR
BD BOARD
EXP JT EXPANSION JOINT
MB MARKER BOARD
SMS SHEET METAL SCREW
BFE BOTTOM FOOTING ELEVATION
EXT EXTERIOR
MECH MECHANICAL
SND SAN. NAPKIN DISPENSER
BITUM BITUMINOUS
FD FLOOR DRAIN
MFR MANUFACTURER
SNR
BLDG BUILDING
FDN FOUNDATION
MH MANHOLE
SP SPACE
BLK BLOCK
FHMS FLAT HEAD MACHINE SCREW
MIN MINIMUM, MINUTE
SPEC SPECIFICATION
BLKG BLOCKING MACHINE
FH FIRE HYDRANT
MIR MIRROR
S SK SERVICE SINK
BM BEAM
FLR FLOOR
MISC MISCELLANEOUS
SST STAINLESS STEEL
BOT BOTTOM
FLG FLANGE
MO MASONRY OPENING
STD STANDARD
BRG BEARING
FRPF FIREPROOF, FRAME
MTL METAL
STL STEEL
BUR BUILT-UP ROOFING
FTG FOOTING
MTD MOUNTED
STRUC STRUCTURAL
CPT CARPET
FTR FINNED TUBE RADIATION
NIC NOT IN CONTRACT
SUSP SUSPENDEDFRC FIBER REINFORCED CONCRETE
NS NEAR SIDE
T TOP, TILE, TREAD
CH BD CHALKBOARD
GA GAGE
OA OVER ALL
TB TACKBOARD
CEM CEMENT
GALV GALVANIZED
OC ON CENTER
TEMP TEMPORARY
CHAN CHANNEL
GI GALVANIZED IRON
OD OUTSIDE DIAMETER
TERR TERRAZZO
CJ CONSTRUCTION JOINT
GC GENERAL CONTRACTOR
OF. OUTSIDE FACE
T&G TOUNGE & GROOVE
CL CENTER LINE
GL GLASS, GLAZING
OPNG OPENING
TH THRESHOLD, THICK
CLG CEILING
GND GROUND
PR PAIR
TOD TOP OF DECK
CMU CONCRETE MASONRY UNIT
GR GRADE
PNL PANEL
TOJ TOP OF JOIST
CMT CERAMIC MOSAIC TILE
GRL GRILLE
PART PARTITION
TOS TOP OF STEEL
CO CLEAN OUT
GRV GRAVITY ROOF VENT
P/C PRECAST
TPD TOILET PAPER DISPENCER
COL COLUMN
GWB GYPSUM WALL BOARD
PLAS PLASTER
TR TROWELED, TREAD
COMP COMPRESSION, COMPACTEDPL PLATE
TS TUBULAR STEEL
CONC CONCRETE
GYP GYPSUM
P LAM PLASTIC LAMINATE
TYP TYPICAL
CONT CONTINUOUS
HORIZ HORIZONTAL
PT PAINT
UGRD UNDERGROUND
CONTR CONTRACTOR
HC HANDICAPPED
PREFIN PREFINISHED
UH UNIT HEATER
CONV. CONVECTOR
HDWD HARDWOOD
PRV POWER ROOF VENT
UNO UNLESS NOTED OTHERWISE
DBL DOUBLE
HHMS HEX HEAD MACHINE SCREW
PSF LBS PER SQUARE FOOTDET DETAIL
HM HOLLOW METAL
PTD PAPER TOWEL DISPENSER
VERT VERTICAL
DF DRINKING FOUNTAIN
H PT HIGH POINT
QT QUARRY TILE
VCT VINYL COMP. TILE
DIA DIAMETER
HNDRL HANDRAIL
R RADIUS, RISERDIM DIMENSION
HGT HEIGHT
RAD RADIATOR
W/ WITH
DISP DISPENSER
HR HOUR
RC REINFORCED CONCRETE
WC WATER CLOSET / TOILET
DN DOWN
HVAC HEATING, VENTILATION & AIR CONDITIONING
RCP REINFORCED CONCRETE PIPE
WD WOOD
DO DITTORD ROOF DRAIN
WDW WINDOW
DR DRAIN, DOOR
ID INSIDE DIAMETER
RECPT RECEPTACLEDWG DRAWING
IF INSIDE FACE
REINF REINFORCED
WNSC WAINSCOAT
DS DOWNSPOUT
INSUL INSULATION
RET RETAINING
WO WITHOUT
DWL DOWEL
INSTL INSTALLATION
RHMS ROUND HEAD MACHINE
WP WORKING POINT
EA EACH
INT INTERIOR
RHWS ROUND HEAD WOODRM ROOM
EF EACH FACE
RO ROUGH OPENING
EL ELEVATION
FOOD STORAGE BUILDINGFSB
REF REFER, REFERENCE
EPDM ETYLENE PROPYLENE DIENE MONOMER
F2EXISTING HATCHERY BUILDING
F2INCUBATION
EXITEXIT
EXIT
UP
NEW HATCHERY ADDITION
NEW INCUBATION BELOW
BOFFICE AREA
EXITEXIT
EXIT
FIRST FLOOR
MEZZANINE
EXSTEXIT
EXST EXIT
EXST HATCHERYNEW ADDITION
VB
SECTION 506.2 - FRONTAGE INCREASE If=0.47
F2
B - ACCESSORY OCC.
NEW ADDITION 1
REQUIRED
R-19
R-38U=0.40U=0.50
PROVIDED
19,110 SQFT
FF FINISH FLOOR
CJP COMPLETE JOINT PENETRATION
EXST EXIT
12,248
VB
EQIPPLATFORM
EXIT - EXIT PATH ,100' 1014.3, EXCEPTION 2, OCC LOAD <30EXIT TRAVEL DISTANCE - TABLE 2016.1 200'
MECH RM
1
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3 3
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1HR FIRERATED WALL,TABLE 508.2.5
3
3
3
1A-401
10.1 1.6 2.2 3.1 4.1 5.1 6.1
A
B
C
D
E
G
H.1
F
10.1 6 6.12 3 4 5
H.1
H
A
B
C
D
E
G
F
19'-10"18'-8"13'-2" 21'-8"11'-2"13'-10"1'-2"
99'-6"
10'
-0"
13'
-0"
1'-2
"1
8'-1
0"2
0'-0
"1
6'-1
1"2
0'-0
"4"
100
'-3"
20'-4"18'-10"18'-10" 21'-2"19'-2"1'-2"
99'-6"
EXST STORAGE RM
EXST GARAGE/SHOP EXST INCUBATION
3'-0"
BENCH
EGG TAKE ROOM
107
ENTRY
100MECH
106
LOCKERS
104
STAIR
108
17
UP
STO
RA
GE
5'-0
"
UP
EXST HEADBOX ANDPUMP ROOM
INCUBATION
101
EXST POWERGENERATING MODULE
103
TOILET
105
3A-202
1A-201
1A-202
2A-201
3A-201
2A-202
101A
101B
101D
101C
101F
100
100A107C
107
104
108A
100B108
106A 107B
105
20'-9" 25'-0" 14'-2" 39'-7"
10'-6" 31'-9" 10'-4" 6'-7" 7'-0" 7'-6"
4"
20'
-8"
20'
-8"
5'-2
"
CANOPY ABV
4"
4"
5'-6" 19'-6"
2'-6
"
2'-6
"
CANOPY ABV
ADULT COLLECTION FACILITY,REFER STRUC AND PROCESS PIPING
OVERFLOW DRAIN, TYP
4 ty
pA
-202
FOOT BATH, TYP @ INCUBATION DOORS
9'-4
"
CLRACEWAY
MTL GRATING, IF REMOVED FORREVISION ADD TEMP RAILINGSYSTEM @ THREE SIDES & DEADBOLT ADJACENT DOOR SECTION
ROOF LINE ABV
PILASTER AND COLUMN PER STRUC, TYP
GUARDRAIL AND GATE AROUNDTHE PLATFORMS,PER OSHA, TYP
GUARDRAIL ,PER OSHA, TYP
ACCESS OPENING W/GRATING PER P102, TYP
3'-6
"
2'-1
0"
CONC CURB, REF STRUC
SLOPESLOPE
1'8
"m
in
SLAB OPENING & FIXEDGRATING PER STRUC,TO REMAIN IN PLACE @ALL TIMES
STORAGE AREA TEMP RAILING SYSTEM
4A
-202 FOR EXTERIOR WALLS REFER WALL SECTIONS 4/A-202
FOR INTERIOR WALLS REFER WALL TYPES A-602
Egg
Tak
e R
m
4 typA-202
A-101
FIR
ST
FLO
OR
PLA
N
0
SCALE:
4' 8' 16'
1/8" = 1'-0 ''
FIRST FLOOR PLAN1_
SCALE: 1/8"=1'-0"
GENERAL NOTES:
1. ALL DIMENSIONS FOR EXISTING STRUCTURE ARE APPROXIMATE ANDARE TO BE VERIFIED IN FIELD.
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DIM
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C
D
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PLANNORTH
NEW WALLS
FLOOR PLAN LEGEND:
EXST WALLS
1
1
1
1
1
2
2
2
2 2 2
2
22 2
2
22
3
3
3
3
3
3
3
3
3
3
3
3
3
33
PLAN NOTES:
1. FOR EXTERIOR WALLS REFER WALL SECTIONS 4/A-2022. FOR INTERIOR WALLS REFER WALL TYPES A-602
3
2'-0
"
100'-2"
21'-4" 16'-10" 42'-0" 20'-0"
20'
-8"
10.1 1.6 2.2 3.1 4.1 5.1 6.1
A
B
C
D
E
G
H.1
F
10.1 6 6.12 3 4 5
H.1
H
A
B
C
D
E
G
F
19'-10"18'-8"13'-2" 21'-8"11'-2"13'-10"1'-2"
99'-6"
10'
-0"
13'
-0"
1'-2
"1
8'-1
0"2
0'-0
"1
6'-1
1"2
0'-0
"4"
100
'-3"
20'-4"18'-10"18'-10" 21'-2"19'-2"1'-2"
99'-6"
EX
ST
SL
OP
E 5
:12
EX
ST
SL
OP
E 5
:12
EX
ST
EX
ST
SL
OP
E 5
:12
SLO
PE
2:1
2
SLO
PE
2:1
2
SLO
PE
2:1
2
SLOPE 2:12SLOPE 2:12 SLOPE 2:12
SLOPE 2:12
2'-0
"
5'-0
"
3'-0"3'-0"
54'
-7"
24'
-8"
82'
-3"
A-103
RO
OF
PL
AN
0
SCALE:
4' 8' 16'
1/8" = 1'-0 ''
ROOF PLAN1_
SCALE: 1/8"=1'-0"
NOTES
1. ALL DIMENSIONS FOR EXISTING STRUCTURE AREAPPROXIMATE AND ARE TO BE VERIFIED IN FIELD.
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PLANNORTH
2
3
3
3
EXST BLDGBEYOND,REMAIN
1 2 3 4 5 6
7'-0
"
1'-2"
19'-2"
100'-2"
4"
1'-6" 18'-10" 21'-2" 19'-2"18'-10" 1'-6"
7'-0
"
8'-0
"
10'
-0"
23
3 11
EXST BLDGBEYOND,REMAINS
NEW INCUBATIONBLDG ROOFBEYOND
CANOPY
INSULATED MTLWALL PANELSYSTEM
INSULATED MTLROOF PANELSYSTEM
CONC WAINSCOT WALL
35'-0" FF
0'-0" FIRST FF
4'-0" TOC
14'-0" FF MEZZ
7'-0
"
L5
8'-6
"
22 2 22
3'-6
"
OSHA GUARDRAILSYSTEM, TYP
L5
LOUVER, SEE MECH
NEW INCUBATION BLDGBEYOND
12.23.14.15.16.1
0"
13'-10"
100'-2"
4"
1'-6"13'-2"21'-8"19'-10" 18'-8"4"
EXST BUILDING, TO REMAIN
1.6
11'-2"
NEW BLDG STRUCTURE BEYOND
35'-0" FF
CONC WAINSCOT WALLBEYOND
H.1 E D C B A
7'-0
"
1'-2" 4"10'-0" 18'-10" 20'-0" 20'-0"16'-11"
7'-0
"
F
512
212
0'-0" FIRST FF
4'-0" TOC
G
13'-0"
212
512
212
14'-0" FF MEZZ
7'-0
"
EXST BLDGBEYOND, TOREMAIN
NEW INCUBATIONBLDG ROOF
MTL PANELS
CANOPY
CONC WAINSCOT WALL
35'-0" FF
L4
L3
LOUVER, SEEMECH
12'
-0"
12'
-0"
22
EXSTCARPORT,DEMOED VENT, SEE MECH
1'-0
"
A-201
ELE
VA
TIO
NS
0
SCALE:
4' 8' 16'
1/8" = 1'-0 ''
SOUTH ELEVATION1_
SCALE: 1/8"=1'-0"
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NORTH ELEVATION2_
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WEST ELEVATION3_
SCALE: 1/8"=1'-0"
2
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212
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1'-2"
19'-2"
100'-2"
4"
1'-6"18'-10"21'-2"19'-2" 18'-10"1'-6"
7'-0
"
7'-0
"
8'-0
"
10'
-0"
212
212
INCUBATION
101 0'0" FIRST FF 0'-0" FIRST FF
4'-0" TOC
14'-0" FF MEZZ
3'-6
"
OSHA GUARDRAILSYSTEM, TYP
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10'
-6"
7'-0
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L1
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"
3'-6
"
GUARDRAILSYSTEM, TYP
EXST BUILDING
H.1EDCBA
7'-0
"
1'-2"4" 10'-0"18'-10"20'-0"20'-0" 16'-11"
7'-0
"
F
512
212
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4'-0" FF
G
13'-0"
212
512
212
INSULATED MTLWALL PANELSYSTEM
INSULATED MTLROOF PANELSYSTEM
CONC WAINSCOTWALL
35'-0" FF
4'-0
"
7'-0
"
L2LOUVER, SEEMECH
12'
-0"
2 2
14
OSHA GUARDRAILSYSTEM, TYP
1 2 3 4 5 6
1'-2"
19'-2"
100'-2"
4"
1'-6"
14'
-0"
24R
@ M
AX
7"
18'-10" 21'-2" 19'-2"18'-10" 1'-6"
7'-0
"
8'-0
"
10'
-0"
7'-0
"
TY
PLAB
206
HALLWAY
200IT
207OPEN OFFICE
201
EGG TAKE ROOM
107
ENTRY
100MECH
106 STAIR
108
min3'-0"
0'-0" FIRST FF
14'-0" FF MEZZ
4'-0" TOC
CLEAR TO FACE OFSTAIR STRUCTURE
0'-0" FIRST FF
4'-0" TOC
14'-0" FF MEZZ
WALL GIRT, PER MTL BLDGMFG
14'
-0"
9'-0
"
0'-0" FIRST FF
4'-0" TOC
14'-0" FF MEZZ
14'
-0"
A-202
ELE
VA
TIO
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SE
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S
EAST ELEVATION1_
SCALE: 1/8"=1'-0"
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BUILDING SECTION2_
SCALE: 1/8"=1'-0"
BUILDING SECTION3_
SCALE: 1/8"=1'-0"
WALL SECTION4_
SCALE: 1/4"=1'-0"
0
SCALE:
4' 8' 16'
1/8" = 1'-0 ''
0
SCALE:
2' 4' 8'
1/4" = 1'-0 ''
2
2
2
2
2
2
22 2
2
2
23
3
33
3 3
3
3
33
33
TYPICAL AT EGG TAKE ROOM
3
2A-403
4A-403
5A-403
UP
1'-6" 19'-2" 18'-10" 21'-2" 18'-10" 19'-2"
10'-6" 12'-1" 19'-6" 7'-0" 7'-6"
100'-2"
20'
-8"
20'
-8"
5'-5
"5
'-10"
1'-6"
5"3
'-6"
2"
3'-6
"
5"
1'-1
1 1
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8'-0
"
3'-10"
1'-6"
10'-4"31'-9"
9'-8
"1
1'-0
"
10'
-8 1
/2" 1
0'-8
1/2
"
9'-1
1 1
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4'-8
"
34'-0"12'-1"8'-1"
23'-1" 4'-0" 11'-0"=12T@11" 7'-11" 14'-2" 39'-11"
5'-6" 14'-2" 5'-4"
EGG TAKE ROOM
107
ENTRY
100MECH
106
LOCKERS
104
STAIR
108
TOILET
105
9'-5
"
SLOPE
SLOPE
0'0"
0'0"
0'0"
0'0"
-0'1"
-0'1"
-0'1"
-0'1"
-0'3/8"0'0"
-0'1"
-0'1"
...
.
1"
9'-2"=11T@11" 3'-0"3'-9"
REF
STORAGE
DN
EQUIPMENT PLATFORM
2'-0
"
15'-10" 7'-3" 16'-0" 21'-2" 39'-11"
12'-2" 7'-0" 12'-2" 7'-0" 7'-6"
100'-2"
20'
-8"
9'-2
"6
'-0"
5'-6
"
20'
-8"
6'-2
"8
'-8"
5'-1
0"
1'-6" 1'-6"
1'-10" 15'-10" 6'-10" 1'-10"
11'-4" 8'-6" 6'-6"
3'-1"
5"3
'-6"
2"
3'-6
"
5"1
'-11
1/2
"
8'-0
"
7'-9
1/2
"1
2'-2
1/2
"
18'-1"
8'-9
1/2
"1
'-0"
3'-6
"6
'-10
1/2
"
1'-6" 19'-2" 18'-10" 21'-2" 18'-10" 19'-2" 1'-6"
JANITOR
205
WOMEN
204
MEN
203
EXHAUST HOOD,REFER MECH
4'-0" 11'-0"=12T@11" 11"
9'-2"=11T@11"3'-9"
4'-0"
1"
9'-7
1/2
"1
0'-4
1/2
"
21'-8"23'-8"9'-0"
10.1 6 6.12 3 4 5
10.1 6 6.12 3 4 5
A-401
EN
LAR
GE
D P
LAN
S
0
SCALE:
2' 4' 8'
1/4" = 1'-0 ''
FIRST FLOOR PLAN1_
SCALE: 1/4"=1'-0"
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PLANNORTH
MEZZANINE2_
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3
GENERAL STRUCTURAL NOTES
THESE NOTES SHALL APPLY UNLESS SHOWN/INDICATED OTHERWISE ELSEWHERE IN
THE STRUCTURAL DRAWINGS.
GENERAL
1. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE 2009 EDITION OF
THE INTERNATIONAL BUILDING CODE (I.B.C.).
2. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
BEFORE STARTING WORK. DIMENSIONS OF (E) CONSTRUCTION WHERE
SHOWN ON THESE DRAWINGS ARE NOMINAL AND SHOULD BE FIELD VERIFIED.
SHOULD CONDITIONS EXIST WHICH ARE CONTRARY TO THOSE SHOWN ON
PLANS, THE ENGINEER SHALL BE NOTIFIED IN WRITING BEFORE PROCEEDING
WITH WORK.
3. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS
BEFORE STARTING WORK. SHOULD CONDITIONS EXIST WHICH ARE
CONTRARY TO THOSE SHOWN ON PLANS, THE ENGINEER SHALL BE
NOTIFIED IN WRITING BEFORE PROCEEDING WITH WORK.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE THAT
ALL ITEMS OF WORK ARE ADEQUATELY BRACED AND SHORED DURING
CONSTRUCTION.
5. UNLESS DETAILED, SPECIFIED, OR INDICATED OTHERWISE, CONSTRUCTION
SHALL BE AS INDICATED IN THE APPLICABLE TYPICAL DETAILS AND THESE
GENERAL NOTES. TYPICAL DETAILS ARE MEANT TO APPLY EVEN THOUGH
NOT REFERENCED AT SPECIFIC LOCATIONS ON DRAWINGS WHERE THE OCCUR.
6. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED
STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE
CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE
STRUCTURE, WORKERS AND PEDESTRIANS DURING CONSTRUCTION. SUCH
MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING
FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, TEMPORARY STRUCTURES,
AND PARTIALLY COMPLETED WORK, ETC. OBSERVATION VISITS TO THE
SITE BY THE ENGINEER SHALL NOT BE CONSIDERED AS INSPECTION OF
SUCH ITEMS.
7. DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS.
8. ALL WORK SHALL CONFORM TO THE PLANS AND SPECIFICATIONS IN ALL
RESPECTS AND SHALL BE SUBJECT TO APPROVAL BY THE ENGINEER.
9. ASSUMED DESIGN SOIL BEARING VALUE IS 3000 PSF AS PRESCRIBED IN
TABLE 1806.2 OF THE 2009 IBC. ASSUMED SOIL TYPE GW/GP (SANDY GRAVEL
AND/OR GRAVEL). THESE ASSUMED VALUES SHALL BE VERIFIED BY ACTUAL FIELD
TESTING BY THE PROJECT GEOTECHNICAL ENGINEER.
10. THE OWNER SHALL VERIFY LOCATION OF ALL SITE UTILITIES PRIOR TO
STARTING WORK, BOTH ABOVE GROUND AND BELOW GROUND, WHICH MAY BE
IMPACTED BY THE WORK SHOWN ON THESE DRAWINGS. ANY CONFLICTS SHALL
BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
11. ALL ITEMS SHOWN ON THESE PLANS ARE NEW UNLESS NOTED (E), EXIST.
OR EXISTING.
REINFORCING NOTES
1. REINFORCEMENT FOR CONCRETE SHALL BE DEFORMED BARS
CONFORMING TO A.S.T.M. SPECIFICATION A615 (A706/A706M FOR
WELDED REINFORCING). GRADE 60 STEEL SHALL BE USED EXCEPT THAT
#3 BARS AND SMALLER MAY BE GRADE 40 STEEL.
2. ALL REINFORCEMENT, ANCHOR BOLTS, AND OTHER ANCHORAGES PLACED IN
CONCRETE SHALL BE ACCURATELY PLACED AND POSITIVELY
SECURED AND SUPPORTED BY CONCRETE BLOCKS, METAL CHAIRS, SPACERS,
OR METAL HANGERS, AND SHALL BE IN POSITION BEFORE CONCRETE
PLACING OR GROUTING IS BEGUN. DETAILING AND PLACING OF BARS
SHALL CONFORM TO THE A.C.I. MANUAL OF STANDARD PRACTICES.
3. BARS SPECIFIED AS "CONTINUOUS" SHALL EXTEND THE FULL LENGTH OF
THE MEMBER CONTAINING THEM.
CONCRETE NOTES
1. ALL CONCRETE SHALL HAVE A MINIMUM ULTIMATE COMPRESSIVE
STRENGTH OF 3000 PSI AT 28 DAYS. SPECIAL INSPECTION IS
NOT REQUIRED (DESIGN COMPRESSIVE STRENGTH IS 2500 PSI).
AGGREGATES SHALL CONFORM TO A.S.T.M. C33.
2. CEMENT FOR CONCRETE SHALL BE TYPE V PORTLAND CEMENT CONFORMING
TO A.S.T.M. C150. TYPES I OR II CEMENT MAY BE USED IF SOIL
SULFATE LEVELS AS DETERMINED BY A GEOTECHNICAL ENGINEER ARE
SUFFICIENTLY LOW.
3. CONCRETE COVER FOR REINFORCING BARS SHALL BE:
CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH = 3"
EXPOSED TO EARTH OR WEATHER: NO. 6 THROUGH NO. 18 BARS = 2"
NO. 5 BARS, W31 OR D31 WIRE, AND SMALLER = 1 1/2"
NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND:
SLABS, WALLS, JOISTS: NO. 14 AND NO. 18 BARS = 1 1/2"
NO. 11 BARS AND SMALLER = 3/4"
BEAMS, COLUMNS: PRIMARY REINFORCEMENT, TIES, STIRRUPS,
SPIRALS = 1 1/2"
4. DRYPACK SHALL BE 1 PART CEMENT AND 3 PARTS SAND (BY VOLUME).
5. NO PIPES OR DUCTS SHALL BE PLACED IN STRUCTURAL CONCRETE UNLESS
SPECIFICALLY DETAILED.
6. THE LOCATION OF ALL CONSTRUCTION JOINTS NOT SPECIFICALLY NOTED OR
SHOWN SHALL BE APPROVED BY THE STRUCTURAL ENGINEER.
CONCRETE NOTES CONT.
7. ALL NEW CONCRETE SHALL BE CURED BY SPRAYING WITH A LIQUID CURING COMPOUND.
8. LIQUID CURING COMPOUND SHALL BE APPLIED IN ACCORDANCE WITH THE
MANUFACTURER'S PRINTED INSTRUCTIONS AT A MAXIMUM COVERAGE RATE OF 200
SQUARE FEET PER GALLON AND IN SUCH A MANNER AS TO COVER THE SURFACE WITH
A UNIFORM FILM WHICH WILL SEAL THOROUGHLY.
9. WHEN USING THE CURING COMPOUND, CARE SHALL BE EXERCISED TO AVOID DAMAGE
TO THE SEAL DURING THE 7-DAY CURING PERIOD. SHOULD THE SEAL BE DAMAGED OR
BROKEN BEFORE THE EXPIRATION OF THE CURING PERIOD, THE BREAK SHALL BE
REPAIRED IMMEDIATELY BY THE APPLICATION OF ADDITIONAL CURING COMPOUND
OVER THE DAMAGED PORTION.
10. WHEREVER CURING COMPOUND MAY HAVE BEEN APPLIED BY MISTAKE TO SURFACES
AGAINST WHICH CONCRETE SUBSEQUENTLY IS TO BE PLACED AND TO WHICH IT IS TO
ADHERE, SAID COMPOUND SHALL BE ENTIRELY REMOVED BY WET SANDBLASTING JUST
PRIOR TO THE PLACING OF NEW CONCRETE.
11. CURING COMPOUND SHALL BE APPLIED AS SOON AS THE CONCRETE HAS HARDENED
ENOUGH TO PREVENT MARRING ON UNFORMED SURFACES, AND WITHIN 2 HOURS
AFTER REMOVAL OF FORMS FROM CONTACT WITH FORMED SURFACES. REPAIRS
REQUIRED TO BE MADE TO FORMED SURFACES SHALL BE MADE WITHIN THE SAID
2-HOUR PERIOD; PROVIDED, HOWEVER, THAT ANY SUCH REPAIRS WHICH CANNOT BE
MADE WITHIN THE SAID 2-HOUR PERIOD SHALL BE DELAYED UNTIL AFTER THE CURING
COMPOUND HAS BEEN APPLIED. WHEN REPAIRS ARE TO BE MADE TO AN AREA ON
WHICH CURING COMPOUND HAS BEEN APPLIED, THE AREA INVOLVED SHALL FIRST BE
WET-SANDBLASTED TO REMOVE THE CURING COMPOUND, FOLLOWING WHICH REPAIRS
SHALL BE MADE AS SPECIFIED HEREIN.
12. PRIOR TO FINAL ACCEPTANCE OF THE WORK, ALL VISIBLE TRACES OF CURING
COMPOUND SHALL BE REMOVED FROM ALL SURFACES IN SUCH A MANNER THAT DOES
NOT DAMAGE SURFACE FINISH.
13. AS AN ALTERNATIVE TO CURING COMPOUND, NEW CONCRETE MAY BE MOIST CURED BY
COVERING THE CONCRETE WITH POLYETHYLENE SHEETS FOR AT LEAST 7 DAYS. ALL
EDGES OF POLYETHYLENE SHEETS SHALL BE SEALED. THE CONCRETE SHALL BE KEPT
MOIST WITH A FOG NOZZLE FOR THE ENTIRE CURING PERIOD.
13. SLAB CONTROL JOINTS SHALL BE 1/8" WIDE CONTINUOUS SAW CUT AT DEPTH EQUAL
TO 1/4 THE SLAB THICKNESS. FILL JOINT WITH ELASTOMERIC JOINT SEALANT.
13. EXCEPT AS OTHERWISE REQUIRED, EXPOSED CONCRETE CORNERS AND EDGES SHALL
HAVE 3/4" CHAMFERS.
CAST-IN-PLACE ANCHOR BOLTS
1. CAST-IN-PLACE ANCHORS SHALL CONFORM TO ASTM F1554 GR.36 OR BETTER,
UNLESS NOTED OTHERWISE.
2. LOCATE ANCHORS BASED ON THE ENGINEERED METAL BUILDING ANCHOR ROD
SETTING PLAN.
ENGINEERED METAL BUILDING
1. THE ENGINEERED METAL BUILDING SHALL BE DESIGNED BY METAL BUILDING,
SUPPLIER. THIS INCLUDES THE LATERAL LOAD RESISTING SYSTEM AND ALL PERTINENT
COMPONENTS AND CLADDING.
2. TETRA TECH IS NOT RESPONSIBLE FOR THE DESIGN OF ANY ASPECT OF THESE BUILDING
OTHER THAN THEIR FOUNDATION SYSTEMS. THE ENGINEERED METAL BUILDING
REGISTERED DESIGN PROFESSIONAL SHALL SUBMIT ALL DRAWINGS TO THE
CONTRACTOR TO ENSURE CORRECT ANCHOR ROD PLACEMENT.
ALUMINUM NOTES
1. ALUMINUM CONSTRUCTION SHALL BE IN ACCORDANCE WITH IBC CHAPTER 20.
2. STRUCTURAL SHAPES, BARS, PLATES, AND SHEETS INDICATED ON THE DRAWINGS SHALL
BE ALUMINUM MEETING THE ALUMINUM ASSOC, ALLOY 6061-T6 UNLESS OTHERWISE
NOTED. BENT PLATES SHALL BE ALLOY 5052-H34. BOLTS AND OTHER FASTENERS SHALL
BE STAINLESS STEEL. STAINLESS STEEL BOLTS AND THREADED ROD SHALL CONFORM
TO ASTM F593 ALLOY GROUP 2 CONDITION CW. STAINLESS STEEL NUTS SHALL CONFORM
TO ASTM F594 ALLOY GROUP 2 CONDITION CW. STAINLESS STEEL WASHERS SHALL BE
STAINLESS STEEL TYPE 316 MEETING THE DIMENSIONAL REQUIREMENTS OF ASTM F436.
HOLES FOR BOLTS IN ALUMINUM SHALL BE OF SAME DIAMETER AS BOLT +1/16" MAXIMUM
UNLESS OTHERWISE NOTED.
3. WHERE ALUMINUM IS IN CONTACT WITH CONCRETE OR MASONRY SURFACES, CONTACT
SURFACES SHALL BE COATED TO CREATE A DIELECTRIC SEPARATION.
4. ALL WELDING SHALL CONFORM TO THE LATEST EDITION OF THE AMERICAN WELDING
SOCIETY AWS D1.2, STRUCTURAL WELDING CODE FOR ALUMINUM. ALL WELDING SHALL BE
PERFORMED BY A CERTIFIED WELDER IN A BUILDING DEPARTMENT APPROVED SHOP.
WELD FILLER MATERIAL SHALL BE ALLOY 5356. ALTERNATIVELY FOR MATERIALS LESS
THAN OR EQUAL TO 3/8" THICK, WELD FILLER MAY BE ALLOY 4043.
5. MATERIAL MAY BE SHEARED, SAWED, CUT WITH A ROUTER OR ARC CUT. ALL EDGES WHICH
HAVE BEEN CUT BY THE ARC PROCESS SHALL BE PLANED TO REMOVE EDGE CRACKS.
CUT EDGES SHALL BE TRUE AND SMOOTH, AND FREE FROM EXCESSIVE BURRS OR
RAGGED BREAKS. RE-ENTRANT CUTS SHALL BE AVOIDED WHEREVER POSSIBLE. IF USED
THEY SHALL BE FILLETED BY DRILLING PRIOR TO CUTTING. OXYGEN CUTTING OF
ALUMINUM ALLOYS SHALL NOT BE PERMITTED. NO STRUCTURAL ALUMINUM MEMBER
SHALL BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED AND APPROVED
BY STRUCTURAL ENGINEER.
DESIGN CRITERIA
FOOTING DESIGNS ARE BASED ON THE ENGINEERED METAL BUILDING COLUMN
REACTIONS REPORT PROVIDED BY STAR BUILDINGS DATED MARCH 23, 2013.
JOB NUMBER: 12-B-92335.
INCUBATOR TRAY WEIGHTS = 235 PSF
FLOOR LIVE LOAD = 100 PSF
DESIGN CODE: 2006 INTERNATIONAL BUILDING CODE
ASSUMED ALLOWABLE SOIL BEARING = 3000 PSF (PER TABLE 1806.2 OF 2009 IBC)*
* THIS ASSUMED VALUE SHALL BE VERIFIED BY ACTUAL FIELD TESTING BY THE
PROJECT GEOTECHNICAL ENGINEER
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M
JD
M
4
111'-8 5/8"
1'-8 5/8" 9'-6" 89'-6" 9'-4"
6
B
A
10'-3 15/16"
9'-4"
9'-4"
5'-0"
8"
8"
15'-4"
METAL BLDG PILASTER
AND COLUMNS
EXST RACEWAY WALL
DOWEL INTO EXST
RACEWAY WALL
1'-0"
6" 6"
110'-0"
8"
5'-6"
8"
83'-10" 9'-4"
8"
9'-4"
8"
8"
8"
30'-8"
4"
4"
4"
2"
2"
TOC EL 12.00, TYP
REMOVABLE SCREENS
PILASTER,
TYP 8 PLACES
CONTROL JOINTS, TYP
20'-0"
TYP
5'-4"
10'-0"
10'-0"
1
S-301
2
S-301
3
S-301
4
S-301
5
S-301
WEIR PLATE
WEIR PLATE
WEIR PLATE
WEIR PLATE
6
B
A
METAL BLDG PILASTER
AND COLUMNS
EXST RACEWAY WALL
REMOVABLE
SCREENS, SEE
DETAIL 6/S-301
BLDG SLAB NOT
SHOWN FOR CLARITY
FRP GRATING, SPAN AS
SHOWN, TOG EL 16.00 TYP
TOW EL 16.00, TYP
10'-0"
4 EQ SPACES
2'-0"
AL C10x5.28 GRATING
SUPPORT, TYP
TO PILASTER EL
16.50, TYP
2'-0"
2'-0"
AL C10x5.28 GRATING
SUPPORT, TYP
TOW EL 13.25
WEIR PLATE, SEE
DETAIL 1/S-302
TOW EL 14.00
TOW EL 14.75
WEIR PLATE, SEE
DETAIL 1/S-302
TOW EL 13.75
TOW
EL 13.67
TOW EL 14.25
WEIR PLATE, SEE DETAIL 1/S-302
GUARDRAIL, TYP
1'-2"
2'-0"
2'-0"
3'-8"
1'-0"
2'-0"
2'-0"
3'-8"
3'-8" 2'-0"
1
S-301
2
S-301
3
S-301
4
S-301
5
S-301
WEIR PLATE, SEE
DETAIL 1/S-302
CONTROL JOINTS, TYP
10
S-301
9
S-301
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RACEWAY BOTTOM PLAN1
_
SCALE: 3/16"=1'-0"
RACEWAY TOP PLAN2
_
SCALE: 3/16"=1'-0"
0
SCALE:
2'-8" 5'-4" 10'-8"
3/16" = 1'-0''
PLAN
NORTH
#4@12
#6@12 EF
CONC WEIR
4'-0"
1'-0"
EXST CONC WALL
6"
12" DIA PIPE FLUSH W/
EXT WALL, SEE 1/P-101
SWELL STOP
WATERSTOP FLANGE
1'-8"
4'-0"
110'-0"
1'-0"
6"
TY
P
1" DEEP x 1" x 4" FRP GRATING
CONC PILASTER, TYP
AL C10 GRATING
SUPPORT, TYP
AL WEIR, SEE
DETAIL 1/S-302
#4@12 #4@12
#6@12 EF
AL C810 GRATING
SUPPORT
11
_
#4@12
#6@12 EF
AL WEIR, SEE
DETAIL 1/S-302
EXST FISH
LADDER
4'-0"
1'-0"
#4@12
#6@12 EF
#4@12
4'-0"
1'-0"
#4@12#4@12#4@12 #4@12
4'-0"
1'-0"
#6@12 EF
9'-4"
1'-0"
4'-0"
7
_
AL RT 2.5x2.5x0.250, TYP
CL
2'-4"1'-10"
AL NOMINAL 3/4" SCH 40 PIPE
(OD=1.05", T/WALL=0.113")
8
_
2'-4" 1'-10"
3/4"x8" LONG SLOT CUT
INTO BOTTOM OF FRAME
3/4"x8" LONG SLOT CUT
INTO TOP OF FRAME
8"
1" 2"
TYP
AL NOMINAL 3/4" SCH 40 PIPE
(OD=1.05", T/WALL=0.133")
1 1/4"
1 1/4"
AL RT 2.5x2.5
SST 1/2" DIAx3"
WHS @18" OC, TYP
1/4" AL BENT PLATE
#4@12
6"
3"
3/8" DIA BENT AL ROD
3/16
TYP
2"
VA
RIE
S
5/8" DIA SST THREADED ROD
W/ HILTI-RE 500-SD EPOXY
ADHESIVE W/ 4" MIN EMBED
3 1/2"
AL C10
1'-0"
8" C
ON
C W
ALL
AL BASE PL
X"
X"
X"
TYP
12
_
1/2" DIA SST BOLT
AL C10 BEAM
AL C10 BEAM
13
_
AL PL1/2
5"
1" FRP GRATING
1"
TOS EL 16.00
EXST CONC
WALL
1/4" MIN
1/2" MAX
CLEAR
3/8" DIA SST THREADED ROD
W/ HILTI-RE 500-SD EPOZY
W/ 4" MIN EMBED @ 18" OC
AL C10 BEAM
3"
1/2"
AL PL1/4x3 1/2x6 W/
2-1/2" SST BOLTS
1 1/2"
TY
P
1 1/2"
AL C10 BEAMAL C10 BEAM
3/16
3/16
CL
5"
1" FRP GRATING
TOS EL 16.00
CONC PILASTER
1/4" MIN
1/2" MAX
CLEAR
5/8" DIA SST THREADED ROD
W/ HILTI-RE 500-SD EPOZY
W/ 4" MIN EMBED
AL C10 BEAM
6"
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SECTION2
S-105
SCALE: 1/2"=1'-0"
SECTION1
S-105
SCALE: 1/4"=1'-0"
SECTION3
S-105
SCALE: 1/2"=1'-0"
SECTION4
S-105
SCALE: 1/2"=1'-0"
SECTION5
S-105
SCALE: 1/2"=1'-0"
0
SCALE:
2' 4' 8'
1/4" = 1'-0''
0
SCALE:
1' 2' 4'
1/2" = 1'-0''
REMOVABLE SCREEN
ELEVATION6
S-105
SCALE: 1/2"=1'-0"
SECTION7
_
SCALE: 3"=1'-0"
0
SCALE:
2" 4" 8"
3" = 1'-0''
DETAIL8
_
SCALE: 3"=1'-0"
DETAIL9
S-105
SCALE: 3"=1'-0"
DETAIL10
S-105
SCALE: 3"=1'-0"
DETAIL11
_
SCALE: 3"=1'-0"
SECTION13
_
SCALE: 3"=1'-0"
SECTION12
_
SCALE: 3"=1'-0"
9'-4"
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT 3x3
4'-0"
AL PL
TOS EL 13.25
3'-8"
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT 3x3
4'-0"
AL PL
TOS EL 13.75
7'-4"
2
_
2
_
SIM
9'-4"
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT 3x3
4'-0"
AL PL
TOS EL 14.00
3'-8"
2
_
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT3
4'-0"
AL PL
TOS EL 14.75
7'-4"
2
_
SIM
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT 3x3
4'-0"
AL PL
TOS EL 14.25
7'-0"
2
_
SIM
TOS EL 13.92
TOS EL 13.25
TOS EL 15.08
TOS EL 13.17
TOS EL 14.75
TOS EL 13.08
TOS EL 14.17
AL L 3.5x3.5, TYP
1'-0"
2'-0"
OPGN
AL RT 3x3
4'-0"
AL PL
TOS EL 13.25
7'-4"
2
_
TOS EL 14.17
TOS EL 15.08
3
_
SIM
TOS EL VARIES
AL L 3.5x3.5, TYP
1'-0"
AL RT 3x3
4'-0"
AL PL
VA
RIE
S
WE
IR
O
PG
N
AL L 3.5x3.5, TYP
1 1/2"
AL L 3.5x3.5x1/2"
AL PL1/8"
3/8" DIA SST THREADED
ROD W/ HILTI-RE 500-SD
EPOXY ADHESIVE W/ 4"
MIN EMBED @ 18" OC
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ALUMINUM WEIRS
ELEVATIONS1
_
SCALE: 1/2"=1'-0"
SECTION2
_
SCALE: 1"=1'-0"
SECTION3
_
SCALE: 3"=1'-0"
0
SCALE:
1' 2' 4'
1/2" = 1'-0''
0
SCALE:
6" 1' 2'
1" = 1'-0''
0
SCALE:
2" 4" 8"
3" = 1'-0''
6
20'-4"
C
B
A
7'-6"
6
11'-8 5/8"
91'-8 5/8"
101'-4 5/8"
111'-4 5/8"
117'-0 5/8"
17'-6"
27'-6"
37'-6"
1'-8 5/8"
1'-0" T
YP
1'-0" TYP
2'-2 5/8"
12'-2 5/8"
6'-8"
37'-8"
PILASTER, TYP
10'-0" T
YP
9'-4"
REMOVABLE
SCREENS
+14.25
+13.75
WS ELEV = +14.25 ±
WS ELEV = +15.25 ±
WS ELEV = +15.25 ±
FF ELEV = +12.00 (TYP)
AL WEIR TYP
+14.75
2'-0" T
YP
+13.25
WS ELEV = +13.25 ±
WS ELEV =
+13.75 ±
FF ELEV =
+16.5 (TYP)
TOW = +16.0 (TYP)
+14.00
+13.67
10'-10"
6"
9'-10"
20'-2"
10'-0"
4'-0"
9'-4"
VA
RIE
S
2'-0"
AL WEIR PANEL TYP
RACEWAY WALL
RACEWAY WALL BEYOND
C
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ADULT FISH COLLECTION FACILITY PLAN1
_
SCALE: 1/8"=1'-0"
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NORTH
PLAN
NORTH
RACEWAY PLATFORM PLAN2
_
SCALE: 1/8"=1'-0"
10'-0"
8'-11"
9'-1 1/2"
19'-1 1/2"
19'-1 1/2"
1'-5"
5
-
3
-
RACEWAY SECTION3
_
SCALE: 1/2"=1'-0"
PLATFORM
RACEWAY WALL
PLATFORM
PILASTER, TYP
1'-0"
4'-8"
9'-0"
1" FRP GRATE
PLATFORM SECTION5
_
SCALE: 1/2"=1'-0"
CONNECT TO AL
APPROACH
DETAIL TBD
4
-
RACEWAY SECTION AT WEIR4
_
SCALE: 1/2"=1'-0"
9'-4"
MIN WATER LEVEL +14.25
MAX WATER LEVEL +15.25
10'-1"
9'-4"
5'-6"
7'-2 5/8"
7'-2"
1'-0"
9'-3 1/2"
9'-3 1/2"
12'-0" 9'-4"
+12.00
6"
2'-0"
2'-0"
2'-0"
2'-2"
Page | 1
INDEPENDENT CONTRACTOR AGREEMENT This Independent Contractor Agreement (“Agreement”), Made this ___th day of ________, between ____________ (“Contractor”) and Prince William Sound Aquaculture Corporation, of PO Box 1110, Cordova, Alaska 99574 (“PWSAC”) (collectively the “Parties”). Now, therefore, the Parties agree as follows:
1. NOT AN EMPLOYEE AND NO RELATIONSHIP. Contractor agrees to work with PWSAC as an independent contractor and not as an employee. None of the employees of the Contractor shall be employees of PWSAC. The relationship between Parties shall be that of client and independent contractor.
2. CONSTRUCTION SERVICES AND WORK. Contractor agrees to perform the work at PWSAC’s Cannery Creek Hatchery (CCH) as set forth and specified in Exhibits ____ and all attachments thereto (the “Scope of Work Documents”) (the “Hatchery Work”). The Contractor covenants that it is familiar with the scope of work, drawings, and plans referenced in the Scope of Work Documents and that the Hatchery Work is capable of construction and completion under these terms. PWSAC shall not be responsible for any inadequacy of the drawings or specifications in the Scope of Work Documents.
3. TIME OF COMMENCEMENT AND COMPLETION. The Hatchery Work to be performed under this Agreement shall be commenced on or before June 1, 2014, substantially completed by July 15, 2014 (the “Completion Time”), and finally completed by August 1, 2014. Time is of the essence in this Agreement and Contractor acknowledges that PWSAC will suffer specific and consequential damages should the Hatchery Work not be completed as set forth, and when set forth, in this Agreement.
4. EXPERTISE AND WARRANTY. Contractor represents that Contractor has
specific experience and expertise in the areas encompassing the Hatchery Work. Contractor shall perform all Hatchery Work in a workmanlike and professional manner and to the satisfaction of PWSAC. Contractor covenants with PWSAC to furnish its best skill and judgment and to cooperate to further the interests of PWSAC. Contractor further covenants and warrants that all work performed
Page | 2
under this Agreement will conform with all current applicable laws, building codes, and ordinances and will meet or exceed best practices standards in every respect.
5. APPLICABLE CODES, STANDARDS, REGULATIONS. Throughout the Scope of Work Documents, codes, ordinances, regulations, and industry standards that govern the Hatchery Work may be referenced as a guide to the Contractor. However, any reference to codes, ordinances, regulations, and industry standards within the Scope of Work Documents are not to be considered all-inclusive. It is the Contractor’s responsibility to ensure all applicable codes, ordinances, regulations, and industry standards are ascertained and complied with. Unless otherwise noted, all editions referenced in this Agreement and the Scope of Work Documents are the latest edition current and in force at the time of this Agreement
a. Except where the Scope of Work Documents include other requirements, applicable construction industry standards have the same force and effect as if bound or copied directly into the this Agreement and the Scope of Work Documents. Such standards are made a part of this Agreement and the Scope of Work Documents.
b. Each entity engaged in design and construction of the Hatchery Work is required to be familiar with industry standards applicable to its design or construction activity. Copies of applicable standards are not bound with the Scope of Work Documents.
c. Where compliance with two or more codes, ordinances, regulations and/or
standards is required, and/or there are conflicting requirements, the stricter code, ordinance, regulation, and/or standard shall prevail.
d. The code and regulatory agencies having jurisdiction over the work
include, but are not limited to the following:
• The City of Cordova Alaska • The State of Alaska
It is the Contractor’s responsibility to ascertain and comply with any and all pertinent laws, codes, and regulations, including those not listed above.
Page | 3
6. LICENSE AND BONDING. Contractor shall provide a performance bond and a
labor and materials bond, in an amount equal to the estimated project cost set forth above. Contractor shall provide proof of all bonding as required of contractors by the State of Alaska. Contractor License No. is ______. Contractor’s bond is _____ deposit ID. No. ________.
7. COMPENSATION. PWSAC shall pay Contractor a stipulated lump sum
inclusive of labor and construction materials FOB ______________ of $___________. OR PWSAC shall pay Contractor on a time and materials basis for the Hatchery Work.
a. The hourly rate for the on-site Hatchery Work will be paid at the rate of $____ per hour per contractor employee. Contractor needs prior approval from PWSAC to exceed ____ hours based on the schedule referenced in Exhibit A.
b. The hourly equipment and labor rates for the loading the Alaska Marine Lines landing craft and PWSAC’s landing craft in Cordova will be paid at the rate schedule referenced in Exhibit A.
c. PWSAC shall provide room and board (three meals per day) while the
Contractor is on-site and engaged in the Hatchery Work.
8. INVOICES AND PAYMENT.
a. Contractor will submit invoices to PWSAC as work is completed and
accepted by PWSAC. Contractor shall be paid within fifteen (15) days following receipt of invoice by PWSAC, unless PWSAC disputes the invoice in writing to Contractor, or unless PWSAC asserts in writing that the work is defective or otherwise not in accord with the terms of this Agreement.
Page | 4
b. Nonpayment of an invoice, or any dispute regarding an invoice and/or sufficiency of work performed by the Contractor, shall not constitute grounds for Contractor to stop work or otherwise cease performance of all its obligations under this Agreement.
c. No invoice payment, nor any partial or entire use or occupancy of the
Hatchery Work by PWSAC, shall constitute an acceptance of any work that is not in accordance with this Agreement.
d. Contractor warrants and guarantees that title to all work, materials, and
equipment covered by an invoice, is free and clear of all liens, claims, security interests or encumbrances, hereinafter referred to as "liens"; that title to all work, materials, and equipment covered by an invoice will pass to PWSAC free of all liens upon receipt of payment; and that no work, materials, or equipment covered by an invoice will have been acquired by the Contractor, or by any other person performing the work at the site or furnishing materials and equipment for the Hatchery Work, subject to an agreement under which an interest therein or an encumbrance thereon is retained by the seller or otherwise imposed by the Contractor or such other person.
e. Upon receipt of written notice that the Hatchery Work is complete and
ready for final inspection and acceptance, and upon receipt of a final invoice, PWSAC will promptly make such inspection and, when it finds the Hatchery Work acceptable under this Agreement and the Agreement fully performed, it will authorize final payment. However, final payment shall not be made until either releases have been provided by all laborers, suppliers, and subcontractors, or, if applicable, 16 days after recordation of the notice of final completion with notice to all parties who have supplied work or materials to the project.
f. The final payment shall not become due until the Contractor submits to
PWSAC: (1) an Affidavit that all payrolls, bills for materials and equipment, and other indebtedness connected with the Hatchery Work for which PWSAC or its property might in any way be responsible, have been paid or otherwise satisfied: (2) consent of surety, if any, to final payment; and (3) if required by PWSAC, other data establishing payment or
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satisfaction of all such obligations, such as receipts, releases, and waivers of liens arising out of the Agreement, to the extent and in such form as may be designated by PWSAC. If any subcontractor refuses to furnish a release or waiver required by PWSAC, the Contractor may furnish a bond satisfactory to PWSAC to indemnify it against any such lien. If any such lien remains unsatisfied after all payments are made, the Contractor shall refund to PWSAC all moneys that the latter may be compelled to pay in discharging such lien, including all costs and reasonable attorney’s fees.
g. The making of final payment shall constitute a waiver of all claims by
PWSAC except those arising from: (1) unsettled liens; (2) faulty or defective work; (3) failure of the Hatchery Work to comply with the requirements of this Agreement; (4) terms of any special guarantees required by the Agreement; or (5) warranties provided by the Agreement.
h. The acceptance of final payment shall constitute a waiver of all claims by
the Contractor except those previously made in writing and still unsettled.
9. CHANGES IN WORK. PWSAC, without invalidating the Contract, may order changes in the work consisting of additions, deletions, or modifications, and the Completion Time being adjusted accordingly, if necessary. All such changes in the work shall be authorized by written change order signed by the PWSAC Representative. The Completion Time may only be altered by change order. The cost or credit to PWSAC from a change in the work shall be determined by mutual agreement.
10. COMMUNICATION AND REQUESTS FOR INFORMATION.
a. Communication and Coordination
i. Communication and correspondence shall be between the designated Contractor’s Representative and PWSAC’s Representative.
ii. Communications between subcontractors of any tier, suppliers, and vendors with PWSAC shall be through PWSAC’s Representative, however, subcontractors of any tier, suppliers, and vendors will endeavor to not contact PWSAC’s Representative unless necessary.
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iii. Contractor shall communicate questions or request clarification from PWSAC regarding the Hatchery Work only by using a Request for Information (RFI) form as set forth below. Failure to use an RFI form waives all claims related to any question or need for clarification of the Scope of Work Documents and/or Hatchery Work.
b. Requests for Information (RFI). When design and/or construction conditions require additional information, clarification or verification by the Contractor, a written RFI must to be submitted as follows:
i. RFI form shall be submitted to PWSAC’s Representative for approval prior to the start of construction and/or the element of the Hatchery Work that is the subject of the RFI; and
ii. Any Subcontractor RFI must be routed through Contractor and be transmitted to PWSAC’s Representative on the Contractor’s RFI form.
11. ACCOUNTING RECORDS. The Contractor shall check all materials,
equipment, and labor entering into the Hatchery Work and shall keep such full and detailed accounts as may be necessary for proper financial management under this Agreement, and the system shall be satisfactory to PWSAC. PWSAC shall be afforded access to all the Contractor’s records, books, correspondence, instructions, drawings, receipts, vouchers, memoranda, and similar data relating to this Agreement, and the Contractor shall preserve all such records for a period of three years after the final payment.
12. SUBCONTRACTORS. Contractor has agreed to perform the Hatchery Work without the use of subcontractors and shall not employ any subcontractors and sub-subcontractors unless agreed-to in writing advance by PWSAC. OR Contractor shall not employ any subcontractors and sub-subcontractors unless agreed-to in advance by PWSAC. Contractor shall enter into a written agreement
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with each subcontractor that shall require the subcontractor to be bound to the Contractor by the terms of this Agreement and assume toward the Contractor all the obligations and responsibilities, including the responsibility to warrant all work free of liens, and the responsibility for the safety of the subcontractor’s work, which the Contractor, by the terms of this Agreement, owes PWSAC. Each subcontractor agreement shall preserve and protect PWSAC’s rights under this Agreement with respect to the work to be performed by the subcontractor so that the subcontracting thereof will not prejudice PWSAC’s rights, and shall name PWSAC as an intended beneficiary to preserve PWSAC’s rights against the subcontractor. Contractor shall ensure that each subcontractor complies with all applicable laws, codes, and regulations and performs work that meets or exceeds best practices standards. Contractor independently warrants all work performed by any subcontractor and shall defend, indemnify, and hold harmless PWSAC and its agents and employees from and against all demands, claims, damages, losses, and expenses including interest, costs, and attorneys' fees arising out of or resulting from the subcontracting agreement and the performance of the subcontractor’s work, regardless of whether these demands, claims, damages, losses, and expenses are caused in part by a party indemnified hereunder.
13. LICENSES AND EXPENSES. Contractor shall supply and pay all expenses
incidental to Contractor’s business, shall provide all labor and materials, and shall supply all necessary utilities, obtain all permits and licenses, pay all sales, consumer, or use taxes required by law, and otherwise undertake all other duties and responsibilities set out herein.
14. INSURANCE.
a. Contractor agrees to obtain and maintain all necessary licenses, certificates, and insurances for the conduct of its business and in all other ways, to fully comply with all applicable state and federal laws, rules, and regulations. Contractor shall provide PWSAC with copies of its Alaska business license and proof of required insurance set forth herein before Contractor commences any work.
b. The insurance coverage required under this Agreement shall be: (1)
workman’s compensation as required by Alaska law; and (2) general liability insurance as required by AS 08.18 with coverage up to $1,000,000
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with Contractor including PWSAC as an additional insured on this general liability policy. The above policies shall not be canceled or altered during the term of this Agreement until at least thirty days’ prior written notice has been given to PWSAC.
15. WORKERS’ COMPENSATION. Contractor understands and agrees that
PWSAC shall not provide any workers’ compensation insurance for Contractor or any of Contractor's employees. All obligations for complying with workers’ compensation requirements for Contractor and its employees shall be the sole responsibility of Contractor.
16. CONTROL. Contractor will operate a minimum of 10 hours per day six (6) days
a week (Monday-Saturday) while at the hatchery site. The Contractor may operate additional daily hours and/or days at the Contractor’s discretion consistent and in conformance with this Agreement. While on any PWSAC property or facilities, including hatchery grounds, Contractor and crew shall abide by the rules and regulations governing PWSAC hatchery employees as referenced in Exhibit A.
17. RECORDS AND REPORTING REQUIREMENTS. Contractor shall provide
PWSAC with reports of services provided to PWSAC every 7 days. Such records shall be the sole property of PWSAC. Contractor is not invited or required to attend staff meetings of PWSAC and its employees. All materials purchased by Contractor for PWSAC under this Agreement shall be and remain the property of PWSAC, provided that the compensation due to Contractor has been paid in full by PWSAC.
18. OTHER CONTRACTS. Contractor is free to contract for similar services and
provide such services to other individuals and businesses without the consent of PWSAC, expressed or implied. It is understood and agreed by the parties that the subject engagement is non-exclusive, and Contractor is free to simultaneously accept other engagements from any other clients, provided such work shall not interfere with the timely completion of this Agreement, or result in a conflict of interest.
19. NO FRINGE BENEFITS. Contractor acknowledges that Contractor and its
employees shall not be entitled to any of the benefits provided by PWSAC to its
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employees including sick leave, vacation, retirement, or pension contributions, or health and accident insurance coverage.
20. TRAVEL EXPENSES. PWSAC shall provide mobilization and demobilization transportation for Contractor’s tools, equipment, materials, and employees from Cordova to the hatchery site. PWSAC shall provide transportation/shipment of construction materials (as defined in Exhibit A) from Cordova to the hatchery site. During the construction period, PWSAC may provide Contractor’s employee(s) transportation between Cordova and the hatchery site on a space available basis, at no cost to the Contractor.
21. TAX PAYMENTS. Contractor shall provide the necessary IRS identification
number(s) to PWSAC before commencement of any work. PWSAC shall provide a Form 1099 for amounts paid to Contractor during the tax year. Contractor shall comply with all federal and state tax laws.
22. RISK OF LOSS. The risk of loss in the Contractor’s business shall be borne
entirely by Contractor.
23. TERM AND TERMINATION.
a. The term of this Agreement shall be _______. If this Agreement is terminated prior to the end of its term, Contractor shall only be entitled to payment for work completed in accord with this Agreement and shall have no claim to any consequential damages, including lost profits.
b. If the Contractor defaults by failing to correct defective work or failing to supply materials or equipment in accordance with this Agreement, PWSAC, without any prejudice to any other remedy it may have, may order the Contractor to stop the work, or any portion thereof, until the cause for such order has been eliminated.
c. If the Contractor defaults or otherwise neglects to carry out the work in
accordance with this Agreement or fails to perform any provision of this Agreement, PWSAC may terminate this Agreement. Without prejudice to any other remedies it may have, PWSAC may also remedy any deficiencies after seven days’ written notice to the Contractor. In such case an
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appropriate change order shall be issued deducting from the payments then or thereafter due the Contractor the cost of correcting such deficiencies. If the payments then or thereafter due the Contractor are not sufficient to cover such amount, the Contractor shall pay the difference to PWSAC.
d. If the Contractor is adjudged a bankrupt, or if it makes a general assignment
for the benefit of his creditors, or if a receiver is appointed on account of its insolvency, or if it persistently or repeatedly refuses or fails, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if it fails to make prompt payment to subcontractors or for materials or labor, or persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction, or otherwise is guilty of a material violation of a provision of this Agreement, then PWSAC may, without prejudice to any right or remedy it may have, and after giving the Contractor and its surety, if any, seven days’ written notice, terminate the engagement of the Contractor and take possession of the site and of all materials, equipment, tools, construction equipment, and machinery thereon owned by the Contractor and may finish the work by whatever method PWSAC may deem expedient. In such case the Contractor shall not be entitled to receive any further payment until the work is finished.
e. If PWSAC terminates the Contract, it shall pay the Contractor for any valid
unpaid invoices for work completed in accord with this Agreement. The Contractor shall, as a condition of receiving the payments referred to in this Agreement, execute and deliver all such papers and take all such steps, including the legal assignment of its contractual rights as PWSAC may require for the purpose of fully vesting in it the rights and benefits of the Contractor under such obligations or commitments. None of this, however, shall prevent PWSAC from deductions and set-offs for any damages caused by Contractor’s breach.
24. CONFIDENTIALITY. Information provided or made available to Contractor by
PWSAC as a result of Contractor performing services for PWSAC is confidential and sensitive, and is the property of PWSAC. Contractor shall not at any time, either directly or indirectly, disclose or communicate any information concerning any matters relating to the business of PWSAC.
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25. INDEMNIFICATION.
a. The Contractor shall defend, indemnify and hold harmless PWSAC and its
agents and employees from and against all demands, claims, damages, losses, and expenses including interest, costs, and attorneys' fees arising out of or resulting from the performance of the Work, regardless of whether these demands, claims, damages, losses, and expenses are caused in part by a party indemnified hereunder. The Contractor need not indemnify PWSAC for PWSAC’s sole negligence and comparative fault principles will apply.
b. In any and all claims against PWSAC or any of its agents or employees by
any employee of the Contractor, any subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under this Paragraph shall not be limited in any way by any limitation on the amount or type of damages, compensation, or benefits payable by or for the Contractor or any subcontractor under workmen’s compensation acts, disability benefit acts, or other employee benefit acts.
26. HEALTH, SAFETY, AND ENVIRONMENTAL ACTIVITIES. Contractor
shall conduct its business in a healthy and environmentally safe manner. PWSAC reserves the right to audit Contractor’s activities and provide recommendation, and assistance to assure compliance with applicable health, safety, and environmental laws, rules, and regulations.
27. LAW. This Agreement shall be governed by the laws of the State of Alaska.
28. ASSIGNMENT. This Agreement shall not be assigned by operation of law or
through negotiated agreement by the Contractor without the written permission of PWSAC. However, Contractor may delegate performance of the services required under this Agreement to its qualified employees as long as Contractor adequately hires, supervises, and compensates such employees in accord with the terms of this Agreement.
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29. ENTIRE AGREEMENT. This Agreement contains all the terms and conditions agreed to by the parties. This Agreement shall be modified only by written amendment signed by both parties.
30. RULES OF CONSTRUCTION. The rule of strict construction of a document
against the drafter is waived in partial consideration for the other covenants contained herein, and all parties to this Agreement recognize that they have been represented by separate counsel or have been afforded that opportunity in this transaction, and all the terms and conditions have been negotiated at arm’s length.
31. HEADINGS. The headings in this Agreement are for reference only and do not
affect the interpretation of the Agreement.
32. NOTICES. All notices under this Agreement shall be sent in writing to the Parties’ designated representatives as follows:
PWSAC: The address specified above ATTN: Dave Reggiani (“PWSAC’s Representative”) Contractor: The address specified above ATTN: _____ (“Contractor’s Representative”)
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33. EXHIBITS. 1. Scope of Work 2. Drawings 3. Construction Schedule 4. Hatchery Rules
Wherefore, the parties have set their hands and seals on this day and year. Date:____________, 2014 Contractor: By: _________________________ Its: _________________________ Alaska Business License No.
Tax Identification No.: Date:____________, 2014 PWSAC: Prince William Sound Aquaculture Corporation By: _________________________ David Reggiani, General Manager