Wolfskill Irrigation Well Phase 2 - 100 Percent Consolidated Bid Set_Redacted.pdf

GENERAL NOTES

1. THE CONTRACTOR SHALL CONDUCT ALL OPERATIONS IN STRICT ACCORDANCE WITH THE

SAFETY REQUIREMENTS IMPOSED BY THE OWNER AND OSHA. IT IS SOLELY THE

CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND

REGULATIONS GOVERNING THIS WORK. THE CONTRACTOR SHALL REMOVE ALL DEBRIS

FROM THE OWNER'S PROPERTY AND DISCARD ACCORDING TO LOCAL REGULATIONS.

2. THIS STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE AFTER IT IS FULLY

COMPLETED. HOWEVER, THE CONTRACTOR IS SOLELY RESPONSIBLE TO DETERMINE THE

ERECTION PROCEDURES AND SEQUENCES REQUIRED TO ENSURE STABILITY OF THE

STRUCTURE AND ITS COMPONENT PARTS DURING CONSTRUCTION. ANY TEMPORARY

BRACING, CONNECTIONS, GUYS, OR TIE-DOWNS THAT MAY BE NECESSARY DURING

ERECTION ARE NOT SHOWN ON STRUCTURAL DRAWINGS. IF APPLIED, THEY SHALL BE

REMOVED AS CONDITIONS PERMIT, AND SHALL REMAIN THE PROPERTY OF THE

CONTRACTOR. THIS CONSTRUCTION STABILITY REQUIREMENT APPLIES CONTINUOUSLY

AND IS NOT LIMITED TO NORMAL WORKING HOURS.

3. ALL TEMPORARY SHORING DRAWINGS SHALL BE PREPARED AND STAMPED BY A LICENSED

ENGINEER.

4. EXISTING UTILITIES AND ALL OTHER OBSTRUCTIONS TO WORK SHALL BE TEMPORARILY

REMOVED AND RE-INSTALLED (INCLUDING NECESSARY MODIFICATIONS) BY THE

CONTRACTOR AFTER COMPLETION OF NEW WORK.

5. DIMENSIONS PERTAINING TO EXISTING CONDITIONS SHALL BE FIELD VERIFIED BY THE

CONTRACTOR PRIOR TO ANY FABRICATION, CONSTRUCTION, OR ERECTION.

6. ALL DETAILS, SECTIONS, AND NOTES PROVIDED ON STRUCTURAL DRAWINGS ARE

INTENDED TO BE TYPICAL FOR SIMILAR SITUATIONS ELSEWHERE, UNLESS SPECIFICALLY

NOTED OTHERWISE. FOR ANY DETAILS AND DIMENSIONS NOT PROVIDED, REFER TO

ARCHITECTURAL DRAWINGS. ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL

DRAWINGS WERE INTENDED TO CONFORM WITH THE INFORMATION PROVIDED ON

ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO

THE ARCHITECT OR STRUCTURAL ENGINEER FOR RESOLUTION BEFORE PROCEEDING WITH

ANY ADDITIONAL WORK.

7. OPENING SIZES AND LOCATIONS SHOWN FOR PIPES, ETC. ARE SHOWN FOR GENERAL

INFORMATION ONLY. REFER TO RELATED DRAWINGS (ARCH., MECH., ELECT, ETC.) FOR

OTHER POSSIBLE EQUIPMENT SUPPORTS; SLEEVES; AND OTHER EMBEDDED ITEMS NOT

SPECIFICALLY INDICATED ON STRUCTURAL DRAWINGS. COORDINATE ALL REQUIRED

DIMENSIONS WITH APPLICABLE TRADE CONTRACTORS PRIOR TO ANY CONCRETE

PLACEMENT. ANY OPENINGS REQUIRED TO BE LARGER THAN OPENINGS SHOWN SHALL BE

VERIFIED PRIOR TO CONSTRUCTION.

8. ALL SPECIAL INSPECTIONS REQUIRED BY THE BUILDING OFFICIAL SHALL BE CONDUCTED IN

ACCORDANCE WITH THE APPLICABLE SECTIONS OF THE GOVERNING BUILDING CODE.

REFER TO THE SPECIAL INSPECTION REQUIREMENTS ON SHEET S-002.

9. REFER TO SHEET S-001 FOR SHOP DRAWINGS AND SUBMITTAL REQUIREMENTS.

10. SHOP DRAWINGS AND SUBMITTALS PREPARED BY SUPPLIERS AND/OR SUBCONTRACTORS

SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR PRIOR TO

SUBMISSION TO THE STRUCTURAL ENGINEER. ALL DEVIATIONS FROM THE CONTRACT

DOCUMENTS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS BY THE

CONTRACTOR. THE SCOPE OF THE STRUCTURAL ENGINEER'S REVIEW WILL BE LIMITED TO

CHECKING CONTRACTOR'S GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS

AND DESIGN CONCEPT. NO SHOP WORK IS PERMITTED TO COMMENCE UNTIL THE RETURN

OF THE SHOP DRAWINGS BY THE GENERAL CONTRACTOR. DO NOT BEGIN SHOP WORK

UNTIL SHOP DRAWINGS ARE RETURNED WITH ENGINEER’S COMMENTS.

11. USE THE PROJECT SPECIFICATIONS IN CONJUNCTION WITH THE STRUCTURAL DRAWINGS

TO DETERMINE THE COMPLETE PROJECT REQUIREMENTS. ANY DISCREPANCIES OR

CONFLICTS FOUND BETWEEN THE PROJECT SPECIFICATIONS AND THE STRUCTURAL

DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OR STRUCTURAL

ENGINEER IMMEDIATELY. THE STRICTEST PROVISION SHALL GOVERN UNLESS THE A/E

DETERMINES OTHERWISE.

CAST-IN-PLACE CONCRETE

ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF THE CURRENT ACI 301,

"SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 117 "STANDARD SPECIFICATIONS

FOR TOLERANCES FOR CONCRETE CONSTRUCTION AND MATERIALS" WITH THE

FOLLOWING SUPPLEMENTAL REQUIREMENTS:

1. ALL CONCRETE SHALL BE NORMAL WEIGHT WITH TYPE I OR TYPE II PORTLAND CEMENT

CONFORMING TO ASTM C150 AND AGGREGATES CONFORMING TO ASTM C33.

2. GROUT UNDER STEEL COLUMN AND BEAM BEARINGS SHALL BE NON-METALLIC,

NON-SHRINK, NON-GAS FORMING, EXPANSIVE TYPE "SONOGROUT" BY

SONNEBORN/CONTECH, "SEALTIGHT 588" BY W.R. MEADOWS, "EUCO NS" BY THE EUCLID

CHEMICAL COMPANY, OR "MASTERFLOW 928" BY MASTERBUILDERS. GROUT UNDER STEEL

BEARINGS SUPPORTING EQUIPMENT SHALL BE "SIKADUR-42" HIGH STRENGTH POURABLE

EPOXY RESIN GROUT BY THE SIKA CORPORATION. TYPICAL, UNLESS NOTED OTHERWISE.

3. CONCRETE SHALL BE PLACED AT THE SITE WITHIN 90 MINUTES AFTER WATER HAS BEEN

ADDED TO THE CEMENT AND AGGREGATE. ADDITION OF WATER TO THE MIX AT THE

PROJECT SITE WILL NOT BE ALLOWED. ALL WATER MUST BE ADDED AT THE BATCH PLANT.

4.. CHLORIDE BASED ADMIXTURES ARE PROHIBITED IN ALL REINFORCED CONCRETE. OTHER

ADMIXTURES SHALL CONFORM TO ASTM C494.

5. MAXIMUM SLUMP SHALL BE PER TABLE BELOW, AS DETERMINED IN ACCORDANCE WITH

ASTM C143.

8 INCHES, PLUS OR MINUS 1 INCH FOR CONCRETE WITH VERIFIED SLUMP OF 3 INCHES

PLUS OR MINUS 1 INCH BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR

PLASTICIZING ADMIXTURE AT PROJECT SITE.

6. AIR ENTRAIN ALL CONCRETE EXPOSED TO WEATHER 6% +/- 1 1/2%.

7. CONCRETE FINISH:

A. EXTERIOR SLABS - FLOAT/BROOM

8. CJ SHOWN ON PLAN INDICATES EITHER SLAB CONTRACTION JOINT OR CONSTRUCTION

JOINT AT CONTRACTOR'S OPTION, REFER TO DETAIL 01/S-501.

9.. ALL REINFORCING STEEL SHALL BE DEFORMED AND CONFORM TO ASTM A615 GRADE 60,

EXCEPT AS NOTED. WELDED REINFORCING STEEL SHALL BE DEFORMED AND CONFORM

TO ASTM A706 GRADE 60.

10. CONCRETE COVER ON REINFORCING STEEL SHALL BE PER CURRENT ACI 318 UNLESS

NOTED OTHERWISE.

11. REINFORCING BARS REQUIRED FOR PROPER SUPPORT OF THE PRINCIPAL REINFORCING

SHALL BE DETAILED AND SUPPLIED BY THE CONTRACTOR WHETHER OR NOT THEY ARE

INDICATED ON THE DRAWINGS.

12. ALL HOOK BARS SHALL HAVE 90 DEGREE ACI STANDARD HOOKS, UNLESS NOTED

OTHERWISE. HOOKS MAY BE ROTATED TO MAINTAIN CLEARANCES. ALL BAR SPLICES AND

LAPS, WHEN NOT SPECIFICALLY DIMENSIONED ON DRAWINGS, SHALL BE PER ACI

STANDARD REQUIREMENTS. CLASS B LAPS SHALL BE USED, UNLESS NOTED OTHERWISE.

13. TOP AND BOTTOM BARS DESIGNATED AS CONTINUOUS IN STRUCTURAL DRAWINGS SHALL

BE LAPPED AS FOLLOWS:

A. TOP BARS NEAR MIDSPAN

B. BOTTOM BARS DIRECTLY OVER SUPPORTS

14. ALL LAP SPLICES, WHEN NOT SPECIFICALLY DIMENSIONED ON DRAWINGS, SHALL BE PER

ACI 318-19 SECTION 25.5.2.1. LAPPING BARS OF TWO DIFFERENT SIZES SHALL BE PER ACI

318-19 SECTION 25.5.2.2.

15. PROVIDE HORIZONTAL EXTERIOR CORNER BARS WITH SAME SIZE AND SPACING AS WALL

REINFORCING BARS, UNLESS NOTED OTHERWISE.

16. THE PLACEMENT OF CONDUITS IN CONCRETE SHALL ONLY BE ACCEPTED IN ISOLATED

CASES AND SHALL ADHERE TO THE FOLLOWING:

A. CONDUITS PLACED IN SLAB ON GRADE SHALL BE PLACED DIRECTLY ON THE SUBGRADE

OR VAPOR RETARDER. OUTSIDE DIAMETER OF CONDUIT SHALL NOT EXCEED 1/4 OF SLAB

THICKNESS.

B. ALUMINUM CONDUITS, PIPES, OR SLEEVES ARE NOT PERMITTED.

C. OUTSIDE DIAMETER OF CONDUITS SHALL BE 1" OR LESS WHERE EMBEDDED IN

STRUCTURAL SLABS, AND 1 1/2" OR LESS WHERE EMBEDDED IN BEAMS, WALLS OR

COLUMNS.

D. BUNCHING OF CONDUITS IS NOT PERMITTED. CONDUITS SHALL BE SPACED 3

DIAMETERS OR GREATER ON CENTER. NO CROSSOVERS ARE PERMITTED IN SLABS.

E. MINIMUM CONCRETE COVER ON CONDUITS SHALL BE 1 1/2".

FOUNDATIONS

1. ALL EXCAVATION WORK SHALL PROCEED WITH CAUTION TO AVOID DAMAGE TO UNKNOWN

UNDERGROUND UTILITIES.

2. THE FOUNDATION DESIGN IS BASED UPON THE RECOMMENDATIONS OUTLINED IN THE

GEOTECHNICAL STUDY BY GEO ENGINEERS, INC. (FILE NO. 10883-028-00 DATED JANUARY

19,2024). CONTRACTOR SHALL REVIEW ENTIRE GEOTECHNICAL INVESTIGATION REPORT

PRIOR TO EXCAVATION WORK.

3. ALL EXCAVATION AND FILL SHALL BE PERFORMED ACCORDING TO THE ABOVE

REFERENCED GEOTECHNICAL REPORT.

4. ALL EXCAVATIONS SHALL BE INSPECTED BY A REPRESENTATIVE OF THE GEOTECHNICAL

ENGINEER, OR AN APPROVED GEOTECHNICAL TESTING AGENCY TO VERIFY THE PROPER

BEARING MATERIAL EXISTS PRIOR TO PLACING ENGINEERED FILL, FOUNDATION CONCRETE

AND/OR SLAB ON GRADE. FOUNDATION ELEVATIONS SHOWN ARE FOR BIDDING PURPOSES

ONLY, AND MAY VARY TO SUIT ACTUAL SUBSURFACE SOIL CONDITIONS.

5. SHALLOW SPREAD FOOTINGS BEARING ON NATURAL SOIL OR NEW GRANULAR

ENGINEERED FILL ARE DESIGNED FOR A MAXIMUM SOIL BEARING PRESSURE OF 2,000 PSF.

SOILS UNSUITABLE FOR SUPPORTING FOUNDATIONS SHALL BE REMOVED AND BACKFILLED

TO THE DESIGN BEARING ELEVATION, AS DIRECTED BY THE GEOTECHNICAL ENGINEER.

6. ALL FOUNDATION BEARING SURFACES SHALL BE UNDISTURBED, LEVEL (WITHIN 1 IN 12),

AND UNLESS NOTED OTHERWISE, ALL FOOTINGS MAY BE POURED NEAT (WITHOUT SIDE

FORMS) WHERE SOIL CONDITIONS PERMIT.

7. ALL COLUMN DOWELS AND ANCHOR BOLTS SHALL BE SET BY A TEMPLATE METHOD PRIOR

TO CONCRETE PLACEMENT.

STRUCTURAL STEEL

THE FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO ALL

REQUIREMENTS OF THE CURRENT AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL

BUILDINGS" AND AISC 303 "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND

BRIDGES" WITH THE FOLLOWING SUPPLEMENTAL REQUIREMENTS:

1. ALL PLATES, BARS, CHANNELS, AND ANGLES SHALL CONFORM TO ASTM A36, Fy=36 KSI.

HOLLOW STRUCTURAL SECTIONS (HSS) SHALL CONFORM TO ASTM A500, GRADE C, WITH A

MINIMUM YIELD STRESS (Fy) OF 50 KSI FOR SQUARE AND RECTANGULAR SHAPES.

2. SPLICING OF STRUCTURAL STEEL IS PROHIBITED EXCEPT AS DETAILED.

3. ALL STRUCTURAL STEEL SHALL BE NEW UNLESS NOTED OTHERWISE, AND SHALL BE MADE

FREE OF RUST, SCALE, ETC., AND ALL STEEL EXPOSED TO WEATHER OR BELOW GRADE

SHALL BE HOT-DIP GALVANIZED, EXCEPT AS NOTED.

4. WELDING SHALL CONFORM TO THE CURRENT AWS D1.1 "STRUCTURAL WELDING

CODE-STEEL", AND WELDING ELECTRODES SHALL BE E70. ALL FIELD WELDS ON

GALVANIZED STEEL SHALL BE TOUCHED UP WITH COLD GALVANIZING COMPOUND.

5. WELDS SHALL BE MADE ONLY BY CERTIFIED WELDERS AND WELDING OPERATORS WHO

HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED IN THE CURRENT AWS D1.1

"STRUCTURAL WELDING CODE-STEEL". PROOF OF CERTIFICATION SHALL BE SUBMITTED TO

THE OWNER FOR APPROVAL BEFORE ANY WELDING IS PERMITTED TO BEGIN.

6. ANCHOR BOLTS FOR COLUMNS SHALL CONFORM TO ASTM F1554, GRADE AS NOTED ON

DRAWINGS, AND SHALL BE SET BY A TEMPLATE METHOD, OR AN APPROVED EQUIVALENT

METHOD.

7. DESIGN CONNECTIONS FOR THE FULL UNIFORM LOAD CAPACITY OF THE CONTINUOUSLY

BRACED MEMBER, UNLESS NOTED OTHERWISE.

STEEL ROOF DECK

1. METAL DECK FOR ROOFS SHALL CONFORM TO THE STEEL DECK INSTITUTE DESIGN

MANUAL FOR ROOF DECKS.

2. STEEL ROOF DECK SHALL BE GALVANIZED G60, UNLESS NOTED OTHERWISE.

3. ROOF DECK SHALL BE FASTENED TO ALL SUPPORTS WITH 5/8" DIAMETER PUDDLE WELDS

WITH A 36/5 PATTERN AND AT 6" OC AT ALL EDGES. DECK SIDELAPS SHALL BE FASTENED

WITH #10 TEK SCREWS AT 1/4 POINTS. UNLESS NOTED OTHERWISE, ALL DECK SHALL HAVE

A MINIMUM END LAP OF 3".

4. THE STEEL ROOF DECK SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: 1 1/2" x 22 GA DECK - Ip=0.155 IN4, Sp=0.186 IN3, In=0.183 IN4, Sn=0.192 IN3, Fy=33KSI MINIMUM.

f'c MAX WATER

CEMENT RATIO

SLUMP

EXTERIOR SLABS AND FOOTINGS 4,500 PSI 0.45 5 inches

SHOP DRAWINGS AND SUBMITTALS

SHOP DRAWINGS AND SUBMITTALS REQUIRED BY THE PROJECT AND PREPARED BY

SUPPLIERS AND/OR SUBCONTRACTORS SHALL BE REVIEWED AND STAMPED BY THE

CONTRACTOR PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER. ALL DEVIATIONS FROM

THE ENGINEERING DRAWINGS SHALL BE CIRCLED AND NOTED ON THE SHOP DRAWINGS BY

THE CONTRACTOR. THE SCOPE OF THE STRUCTURAL ENGINEER'S REVIEW WILL BE LIMITED TO

CHECKING CONTRACTOR'S GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS AND

DESIGN CONCEPT. NO SHOP WORK IS PERMITTED TO COMMENCE UNTIL THE STRUCTURAL

ENGINEER RETURNS A STAMPED, REVIEWED COPY OF THE SHOP DRAWINGS AND SUBMITTALS

TO THE CONTRACTOR.

THE FOLLOWING ITEMS ARE REQUIRED TO BE SUBMITTED TO THE STRUCTURAL ENGINEER

FOR REVIEW:

A. CAST-IN-PLACE CONCRETE

i. MIX DESIGNS: SUBMIT MIX DESIGNS AND TEST REPORTS ON MIXES FOR EACH CLASS OF

CONCRETE IN ACCORDANCE WITH CHAPTER 26 OF ACI 318.

ii. SHOP DRAWINGS: FABRICATION, BENDING AND PLACEMENT OF REINFORCING STEEL, BAR

CHAIRS, SPACERS, ACCESSORIES AND RELATED WORK, COMPLYING WITH ACI 315, SHOWING

BAR SCHEDULES, STIRRUP SPACING, DIAGRAMS OF BENT BARS AND ARRANGEMENT OF

REINFORCING. INCLUDE SPECIAL REINFORCING AT OPENINGS IN CONCRETE.

iii. CONCRETE SPECIMEN TEST REPORTS: TESTING AGENCY SHALL PROVIDE LABORATORY

CONCRETE SPECIMEN TEST REPORTS THAT SHALL INCLUDE THE 28-DAY COMPRESSIVE

STRENGTH SLUMP, AIR CONTENT AND TEMPERATURE OF THE CONCRETE WHEN THE SAMPLE

WAS TAKEN.

B. STRUCTURAL STEEL

SHOP DRAWINGS: SHOW FABRICATION OF STRUCTURAL-STEEL COMPONENTS:

i. INCLUDE DETAILS OF CUTS, CONNECTIONS, SPLICES, CAMBER, HOLES, AND OTHER

PERTINENT DATA.

ii. INCLUDE EMBEDMENT DRAWINGS.

iii. INDICATE WELDS BY STANDARD AWS SYMBOLS, DISTINGUISHING BETWEEN SHOP AND

FIELD WELDS, AND SHOW SIZE, LENGTH, AND TYPE OF EACH WELD. SHOW BACKING BARS

THAT ARE TO BE REMOVED AND SUPPLEMENTAL FILLET WELDS WHERE BACKING BARS ARE

TO REMAIN.

iv. INDICATE TYPE, SIZE, AND LENGTH OF BOLTS, DISTINGUISHING BETWEEN SHOP AND FIELD

BOLTS. IDENTIFY PRETENSIONED AND SLIP-CRITICAL, HIGH-STRENGTH BOLTED

CONNECTIONS.

C. STEEL DECKING

SHOP DRAWINGS:

i. INCLUDE LAYOUT AND TYPES OF DECK PANELS, ANCHORAGE DETAILS, REINFORCING

CHANNELS, PANS, CUT DECK OPENINGS, SPECIAL JOINTING, ACCESSORIES, AND

ATTACHMENTS TO OTHER CONSTRUCTION.

D

C

B

A

1 2 3 4 5

54321

A

B

C

D

Designing Better Futures

DATE

CHECKED

DRAWN

PROJ. NO.

COFFMAN ENGINEERS INC.C

SHEET NO:

SHEET TITLE:

REV DATE DESCRIPTION

KZF DESIGN INC.

700 Broadway Street Cincinnati, OH 45202 main 513.621.6211 kzf.com

700 Broadway Street Cincinnati, OH 45202 main 513.621.6211 kzf.com

WOLFSKILL

IRRIGATION WELL

PHASE 2

USDA

AGRICULTURAL

RESEARCH SERVICE

100% BID SET

NATIONAL CLONAL

GERMPLASM

REPOSITORY

2024-04-01

CAIN

OVERWEIN

230525

S-001

GENERAL NOTES