2-26-1086 Plans.pdf

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PLOT DATE:

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DRAWING TITLE:

GENERAL NOTES

STRUCTURAL

ENGINEER:

PLAN NUMBER:

MIDWEST

ENGINEERING

24x36D

46752 269TH ST

SIOUX FALLS, SD 57106

605-481-1649

WWW.MIDWENG.COM

PROJECT:PROJECT:

OWNER:

CITY OF

SIOUX FALLS

5.5.2026

26-3002

FIRE STATION NO.1

ALLEY AND WALL

REPAIRS

DESIGN CRITERIA

1. GOVERNING BUILDING CODE:

IBC 2021

GENERAL

1. ALL CONSTRUCTION SHALL BE IN

CONFORMANCE WITH THE

GOVERNING BUILDING CODE

AND SUPPLEMENTS UNLESS

HIGHER STANDARD IS REQUIRED

BY LOCAL BUILDING OFFICIAL.

2. THE CONTRACTOR SHALL VERIFY

ALL DIMENSIONS AND

CONDITIONS AT THE SITE.

3. THE CONTRACTOR SHALL BE

RESPONSIBLE FOR SAFETY AND

PROTECTION WITHIN AND

ADJACENT TO THE JOB SITE.

4. THE CONTRACTOR IS

RESPONSIBLE FOR MEETING ALL

APPLICABLE OSHA SAFETY

REQUIREMENTS DURING

CONSTRUCTION.

5. DURING AND AFTER

CONSTRUCTION THE

CONTRACTOR AND/OR OWNER

SHALL KEEP LOADS ON THE

STRUCTURE WITHIN THE LIMITS

OF THE DESIGN LOADS.

CONSTRUCTION MATERIAL

SHALL BE SPREAD OUT IF

PLACED ON FRAMED FLOORS OR

ROOF.

6. IF DIMENSIONS ARE IN

QUESTION, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR

OBTAINING CLARIFICATION

FROM THE ENGINEER BEFORE

CONTINUING WITH

CONSTRUCTION.

7. SHOP DRAWINGS SHALL BE

SUBMITTED TO THE GENERAL

CONTRACTOR PRIOR TO START

OF CONSTRUCTION. THE

GENERAL CONTRACTOR SHALL

SUBMIT ONE (1) COPY OF ALL

SHOP DRAWINGS TO THE

STRUCTURAL ENGINEER FOR

REVIEW PRIOR TO FABRICATION

OR ERECTION. FIVE (5)

WORKING DAYS (MINIMUM)

SHALL BE ALLOWED FOR THE

REVIEW OF THESE SHOP

DRAWINGS BY THE ENGINEER.

8. THE TYPICAL DETAILS SHALL BE

USED WHEREVER APPLICABLE

UNLESS OTHERWISE NOTED ON

THE DRAWINGS. SPECIFIC

NOTES AND DETAILS ON

DRAWINGS SHALL TAKE

PRECEDENCE OVER GENERAL

NOTES AND TYPICAL DETAILS.

9. ALL OMISSIONS OR CONFLICTS

BETWEEN THE VARIOUS

ELEMENTS OF THE WORKING

DRAWINGS AND/OR

SPECIFICATIONS SHALL BE

BROUGHT TO THE ATTENTION

OF THE STRUCTURAL ENGINEER

BEFORE PROCEEDING WITH ANY

WORK INVOLVED. IN CASE OF

CONFLICT, FOLLOW MOST

STRINGENT REQUIREMENT AS

DETERMINED BY STRUCTURAL

ENGINEER WITHOUT COST TO

OWNER.

10.OBSERVATION VISITS TO THE

JOB SITE BY DESIGN

ENGINEERING FIELD

REPRESENTATIVES SHALL

NEITHER BE CONSTRUED AS

INSPECTION NOR APPROVAL OF

CONSTRUCTION.

11.WHERE REFERENCE IS MADE

TO VARIOUS TEST STANDARDS

FOR MATERIALS, SUCH

STANDARDS SHALL BE THE

LATEST EDITION AND/OR

ADDENDUM.

12.ESTABLISH AND VERIFY ALL

OPENINGS AND INSERTS FOR

ARCHITECTURAL, MECHANICAL,

ELECTRICAL AND PLUMBING

WITH APPROPRIATE TRADES,

DRAWINGS AND

SUBCONTRACTORS PRIOR TO

CONSTRUCTION. DO NOT

PENETRATE ANY STRUCTURAL

ELEMENTS (BEAMS, COLUMNS,

WALLS, SLABS, STEEL DECKS,

ECT.) WITHOUT PRIOR WRITTEN

APPROVAL OF STRUCTURAL

ENGINEER.

13.ANY ENGINEERING DESIGN

PROVIDED BY OTHERS AND

SUBMITTED FOR REVIEW SHALL

BEAR THE SEAL OF A CIVIL OR

STRUCTURAL ENGINEER

REGISTERED IN THE STATE IN

WHICH THE PROJECT IS

LOCATED.

14.LARGE-SCALE, MORE SPECIFIC

DETAILS TAKE PRECEDENCE

OVER SMALL-SCALE, LESS

SPECIFIC DETAILS AND

INFORMATION. MORE

STRINGENT REQUIREMENTS FOR

CODE, PRODUCTS AND

INSTALLATION TAKE

PRECEDENCE OVER LESS

STRINGENT REQUIREMENTS.

NOTIFY ENGINEER OF ANY

DISCREPANCY CONDITIONS

REQUIRING INFORMATION OR

CLARIFICATIONS BEFORE

PROCEEDING WITH WORK.

15.DETAILS SHOWN ARE

INTENDED TO BE INDICATIVE OF

THE PROFILES AND TYPES OF

DETAILING REQUIRED

THROUGHOUT THE WORK.

DETAILS NOT SHOWN ARE

SIMILAR IN CHARACTER TO

DETAILS SHOWN. WHERE

SPECIFIC DIMENSIONS, DETAIL

OR DESIGN INTENT CANNOT BE

DETERMINED, NOTIFY THE

ENGINEER BEFORE PROCEEDING

WITH WORK.

16.WRITTEN DIMENSIONS TAKE

PRECEDENCE OVER SCALED

DIMENSIONS. NOTIFY ENGINEER

OF ANY DISCREPANCIES OR

CONDITIONS REQUIRING

INFORMATION OR

CLARIFICATIONS BEFORE

PROCEEDING WITH THE WORK.

17.GENERAL CONTRACT

DOCUMENTS SHALL BE ISSUED

TO ALL SUBCONTRACTORS BY

THE GENERAL CONTRACTOR IN

COMPLETE SETS IN ORDER TO

ACHIEVE FULL EXTENT AND

COMPLETE COORDINATION OF

ALL WORK.

SHOP DRAWINGS

1. THE GENERAL CONTRACTOR

WILL REVIEW AND STAMP ALL

SHOP DRAWINGS AND PRODUCT

DATA FOR CONFORMANCE

WITH THE CONSTRUCTION

DOCUMENTS PRIOR TO

SUBMISSION. ANY SHOP

DRAWINGS OR PRODUCT DATA

NOT REVIEWED AND STAMPED

BY THE GENERAL CONTRACTOR

WILL BE RETURNED WITHOUT

REVIEW.

2. ANY SHOP DRAWING NOT

CHECKED AND INITIALED BY THE

SUPPLIER/DETAILER PRIOR TO

SUBMITTING FOR

ARCHITECTURAL AND

ENGINEERING REVIEW, WILL BE

RETURNED WITHOUT REVIEW.

3. THE CONSTRUCTION

DOCUMENTS MAY NOT BE

REPRODUCED FOR USE AS SHOP

DRAWINGS.

4. ELECTRONIC FILES OF

CONSTRUCTION DOCUMENTS

WILL NOT BE MADE AVAILABLE

FOR USE AS SHOP DRAWINGS.

FIRE STATION NO. 1 ALLEY AND WALL REPAIRS

SIOUX FALLS, SOUTH DAKOTA

BID REQUEST NO. 26-1086

CIP #11014

CITY OF SIOUX FALLS

PUBLIC WORKS - DIVISION OF ENGINEERING

224 WEST 9TH STREET

SIOUX FALLS, SD 57104 (605) 367-8601

APPROVED

CITY ENGINEER DATE

CENTRAL FIRE STATION

100 S MINNESOTA AVE

SIOUX FALLS, SD 57104

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DRAWING TITLE:

GENERAL NOTES

STRUCTURAL

ENGINEER:

PLAN NUMBER:

MIDWEST

ENGINEERING

24x36D

46752 269TH ST

SIOUX FALLS, SD 57106

605-481-1649

WWW.MIDWENG.COM

PROJECT:PROJECT:

OWNER:

CITY OF

SIOUX FALLS

5.5.2026

26-3002

FIRE STATION NO.1

ALLEY AND WALL

REPAIRS

APPLICABLE CODES AND STANDARDS:

1. 2021 INTERNATIONAL BUILDING CODE (IBC)

DESIGN LOADS:

1. RETAINING WALL

A. EFP: 50 PSF/FT

CAST-IN-PLACE CONCRETE:

1. CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI 318-14 "BUILDING CODE

REQUIREMENTS FOR STRUCTURAL CONCRETE", EXCEPT AS MODIFIED BY THE

SUPLEMENTAL REQUIREMENTS BELOW:

A. FOOTINGS, FOUNDATION WALLS, COLUMNS, BEAMS, SUSPENDED SLABS,

BEARING WALLS, PIERS - LOW ALKALI PER ASTM C150, MAX WATER TO

CEMENT RATIO = 0.45.

B.

C.

EXTERIOR SLABS ON GRADE - AIR CONTENT TO BE 6 1/2% +/- 1 1/2% PER

ASTM C20 WITH MAXIMUM SIZE AGREGATE 1 1/2" PER ASTM C33, MAX WATER

TO CEMENT RATIO = 0.45.

INTERIOR SLABS ON GRADE - TYPE 2 LOW ALKALI PER ASTM C150, MAXIMUM

AIR CONTEN 3 1/2% +/- 1 1/2% PER ASTM C20 WITH CAX SIZE AGGREGATE 1

1/2" PER ASTM C33, MAX WATER TO CEMENT RATIO = 0.45 - NO WATER TO BE

ADDED TO CONCRETE ON SITE. SUPERPLASTICIZER MAY BE ADDED TO

INCREASE SLUMP AS REQUIRED FOR PLACEMENT. HIGH RANGE WATER

REDUCING ADMIXTURE AS PER ASTM C494 TYPE G.

D. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE

STRENGTH AT 28 DAYS:

a.

b.

FOOTING AND FOUNDATION WALLS - 4000 PSI

EXTERIOR SLABS ON GRADE, SUSPENDED SLABS, BEAMS, COLUMNS,

BEARING WALLS - 4500 PSI

c.

E.

2.

3.

INTERIOR SLAB-ON-GRADE - 4000 PSI

A STATEMENT OF MIX DESIGN FOR ALL CONCRETE SHALL BE SUBMITTED

AND APPROVED BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO

COMMENCING WORK.

ALL SLABS ON GRADE SHALL BE PLACED WITH CONSTRUCTION JOINTS OR SAW

CUTS AT 10'-0" ON CENTER MAXIMUM OR AS SHOWN OR NOTED ON THE DRAWINGS.

CONCRETE TESTS SHALL BE MADE ON MAJOR POURS AND AT SUCH OTHER TIMES

AS MAY BE REQUIRED BY THE STRUCTURAL ENGINEER OF RECORD. EACH TEST

SHALL CONSIST OF 3 CYLINDERS OF WHICH (1) SHALL BE TESTED AT (7) DAYS, (2)

SHALL BE TESTED AT (28) DAYS, AND (1) SHALL BE RETAINED IN RESERVE FOR

LATER TESTS, IF REQUIRED.

4. IN GENERAL, ONE TEST SHALL BE MADE FOR EACH 150 CUBIC YARDS OF CONCRETE,

NOR LESS THAN ONCE EACH 5000 SF OF SURFACE AREA FOR SLABS OR WALLS ON

EACH DAY'S POUR. SPECIMENS SHALL BE MADE AND TESTED IN ACCORDANCE WITH

ASTM C-31 AND ASTM C-39 STANDARDS. SLUMP AND AIR ENTRAINMENT TESTS

SHALL ALSO BE MADE WITH EACH SET OF CYLINDERS TAKEN. AIR SHALL BE ADDED

TO ALL CONCRETE EXPOSED TO WEATHER. CONCRETE TESTS SHALL BE PROVIDED

PER ACI-318.

5.

6.

7.

BEFORE CONCRETE IS POURED, CHECK WITH ALL TRADES TO ENSURE PROPER

PLACEMENT OF ALL OPENINGS, SLEEVES, CURBS, CONDUIT, BOLTS, INSERTS,

DOWELS, ETC., RELATED TO THE WORK.

DOWEL VERTICAL BARS TO FOOTINGS. IN ADDITION, PROVIDE (2) #5 CONTINUOUS

BARS AT TOP OF WALLS UNLESS OTHERWISE NOTED ON DRAWINGS.

ADD (2) #5 BARS AROUND ALL OPENINGS (UNO) AND EXTEND 24" BEYOND OPENINGS.

REINFORCING STEEL:

1.

2.

4.

ALL CONCRETE SHALL INCLUDE REINFORCEMENT. IF REINFORCEMENT IS NOT

SPECIFICALLY INDICATED ON THE DRAWING VERIFY WITH THE SER.

REINFORCEMENT SHALL CONFORM TO THE FOLLOWING STANDARDS AND MATERIAL

PROPERTIES:

DEFORMED BARS

WELDABLE DEFORMED BARS

EPOXY COATED DEFORMED BARS

WELDED WIRE FABRIC

EPOXY COATED WELDED WIRE FABRIC

3.

A615 – Grade 60 ASTM A706 – Grade 60

ASTM A615/A775

ASTM A185

ASTM A185/A884

U.O.N. ON STRUCTURAL DRAWINGS, PROVIDE MINIMUM CONCRETE PROTECTION

FOR REINFORCING, AS FOLLOWS:

a.

b.

c.

4.

5.

6.

7.

Cast Against Earth:

Exposed To Earth Or Weather i.

ii.

ii.

Slabs And Walls:

#5 And Smaller Bars And WWF:

#6 And Larger Bars:

Not Exposed To Earth Or Weather i.

Columns, Pedestals, Beams:

3”

1-1/2” 2”

3/4" 1-1/2”

WHERE CONSTRUCTION JOINTS ARE PROVIDED, THE REINFORCING MUST PASS

UNINTERRUPTED THROUGH THE JOINT. PROVIDE ADDITIONAL #4 X 4’-0” AT 12” O.C.

DOWELS CENTERED TO AND PERPENDICULAR TO THE JOINT.

6.

WWF SHALL BE PROVIDED IN SHEETS ONLY AND SHALL HAVE ENDS LAPPED 1.5 FULL

PANEL ON ALL SIDES.

DOWELS SHALL MATCH SIZE AND SPACING OF MAIN REINFORCEMENT, UON.

REINFORCING INDICATED AS CONTINUOUS SHALL BE PROVIDED AT LONGEST

PRACTICAL BAR LENGTHS WITH MINIMUM SPLICES.

PROVIDE LAP LOCATIONS AS FOLLOWS, UON ON THE ON THE DRAWINGS:

Beam and Slab Top Reinforcing: At Center Of Span Beam and Slab Bottom Reinforcing: At Supports Wall and Beam Side Horizontal Reinforcement: Stagger Splices Wall Inside Face (Vertical Reinforcement): At Support Wall Outside Face (Vertical Reinforcement): At Mid-Height Of Wall

ALL REINFORCING SPLICES SHALL BE CLASS B LAP SPLICES U.O.N.

3.

4.

SHOP DRAWINGS:

1.

2.

THE GENERAL CONTRACTOR WILL REVIEW AND STAMP ALL SHOP DRAWINGS AND

PRODUCT DATA FOR CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS PRIOR TO

SUBMITTAL. ANY SHOP DRAWING OR PRODUCT DATA NOT REVIEWED AND STAMPED BY

THE GENERAL CONTRACTOR WILL BE RETURNED WITHOUT REVIEW.

ANY SHOP DRAWING NOT CHECKED AND INITIALED BY THE SUPPLIER/DETAILER PRIOR TO

SUBMITTING FOR ARCHITECTURAL AND ENGINEERING REVIEW, WILL BE RETURNED

WITHOUT REVIEW.

THE CONSTRUCTION DOCUMENTS MAY NOT BE REPRODUCED FOR USE AS SHOP

DRAWINGS.

ELECTRONIC FILES OF CONSTRUCTION DOCUMENTS WILL NOT BE MADE AVAILABLE FOR

USE AS SHOP DRAWINGS UNLESS APPROVED BY THE EOR.

C.

5.

C.

D.

E.

GENERAL:

1.

16.

SPECIAL INSPECTION:

1.

2.

3.

17.

15.

4.

5.

6.

7.

2.

3.

ALL CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE GOVERNING BUILDING

CODE AND SUPPLEMENTS UNLESS HIGHER STANDARD IS REQUIRED BY LOCAL

BUILDING OFFICIAL.

THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR SAFETY AND PROTECTION WITHIN

AND ADJACENT TO THE JOB SITE.

THE CONTRACTOR IS RESPONSIBLE FOR MEETING ALL APPLICABLE OSHA SAFETY

REQUIREMNTS DURING CONSTRUCTION.

DURING AND AFTER CONSTRUCTION THE CONTRACTOR AND/OR OWNER SHALL KEEP

LOADS ON THE STRUCTURE WITHIN THE LIMITS OF THE DESIGN LOADS.

CONSTRUCTION MATERIAL SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS

OR ROOFS.

DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR OBTAINING CLARIFICATION FROM THE ENGINEER

BEFORE CONTINUING WITH CONSTRUCTION.

SHOP DRAWINGS SHALL BE SUBMITTED TO THE GENERAL CONTRACTOR PRIOR TO

FABRICATION OR ERECTION FOR THE FOLLOWING ITEMS:

A.

B.

C.

REINFORCING STEEL

HELICAL PIER DELEGATED SUBMITTAL

THE GENERAL CONTRACTOR SHALL SUBMIT ONE (1) COPIES OF ALL SHOP

DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO

FABRICATION OR ERECTION. FIVE (5) WORKING DAYS MIMIMUM SHALL BE

ALLOWED FOR THE REVIEW OF THESE SHOP DRAWINGS BY THE ENGINEER.

8.

9.

THE TYPICAL DETAILS SHALL BE USED WHEREVER APPLICABLE UNLESS OTHERWISE

NOTED ON THE DRAWINGS. SPECIFIC NOTES AND DETAILS ON DRAWINGS SHALL

TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.

ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING

DRAWINGS AND/OR SPECIFICATION SHALL BE BROUGHT TO THE ATTENTION OF THE

STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY WORK INVOLVED. IN CASE

OF CONFLICT, FOLLOW MOST STRINGENT REQUIREMENT AS DETERMINED BY

STRUCTURAL ENGINEER WITHOUT COST TO OWNER.

10.

11.

OBSERVATION VISITS TO THE JOBSITE BY ENGINEERING FIELD REPRESENTATIVES

SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION.

THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE

FINISHED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION.

THE CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,

TECHNIQUES, SEQUENCES, AND PROCEDURES.

12. WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH

STANDARDS SHALL BE THE LATEST EDITION AND/OR ADDENDUM.

13. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR ARCHITECTURAL,

MECHANICAL, ELECTRICAL, AND PLUMBING WITH APPROPRIATE TRADES, DRAWINGS,

AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. DO NOT PENETRATE ANY

STRUCTURAL ELEMENTS (BEAMS, COLUMNS, WALLS, SLABS, STEEL DECKS, ETC)

WITHOUT PRIOR WRITTEN APPROVAL FROM THE STRUCTURAL ENGINEER THROUGH

ARCHITECT.

14. ANY ENGINEERING DESIGN PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW

SHALL BEAR THE SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE

STATE IN WHICH THE PROJECT IS LOCATED.

ALL EXTERIOR FINISH MATERIALS, DRAINAGE, AND FLASHING DETAILS ARE NOT PART

OF THE STRUCTURAL DRAWINGS. CONTRACT DOCUMENTS ADDRESS STRUCTURAL

DESIGN ONLY.

LARGE-SCALE, MORE SPECIFIC DETAILS TAKE PRECEDENCE OVER SMALL-SCALE,

LESS SPECIFIC DETAILS AND INFORMATION. MORE STRINGENT REQUIREMENTS FOR

CODE, PRODUCTS AND INSTALLATION TAKE PRECEDENCE OVER LESS STRINGENT

REQUIREMNTS. NOTIFY ENGINEER OF ANY DISCREPANCIES, CONDITIONS REQUIRING

INFORMATION, OR CLARIFICATIONS BEFORE PROCEEDING WITH WORK.

DETAILS SHOWN ARE INTEDNED TO BE INDICATIVE OF THE PROFILE AND TYPES OF

DETAILING REQUIRED THROUGHOUT THE WORK. DETAILS NOT SHOWN ARE SIMILAR

IN CHARACTER TO DETAILS SHOWN. WHERE SPECIFIC DIMENSIONS, DETAILS, OR

DESIGN INTENT CANNOT BE DETERMINED, NOTIFY THE ENGINEER BEFORE

PROCEEDING WITH WORK

18. WRITTEN DIMENSIONS SHALL TAKE PRECENDENCE OVER SCALED DIMENSIONS.

NOTIFY ENGINEER OF ANY DISCREPANCIES OR CONDITIONS REQUIRING

INFORMATION OF CLARIFICATIONS BEFORE PROCEEDING WITH THE WORK.

19. GENERAL CONTRACT DOCUMENTS SHALL BE ISSUED TO ALL SUBCONTRACTORS BY

THE GENERAL CONTRACTOR IN COMPLETE SETS IN ORDER TO ACHIEVE FULL

EXTENT AND COMPLETE COORDINATION OF ALL WORK.

SPECIAL INSPECTION AND QUALITY ASSURANCE, AS REQUIRED BY SECTION 1704 OF

THE 2021 IBC, SHALL BE PROVIDED BY AN INDEPENDENT AGENCY EMPLOYED BY

THE OWNER UNLESS WAVED BY THE BUILDING OFFICIAL. THE CONTRACTOR SHALL

COORDINATE AND COOPERATE WITH THE REQUIRED INSPECTIONS.

ALL SPECIAL INSPECTORS SHALL BE UNDER THE SUPERVISION OF A REGISTERED

CIVIL OR STRUCTURAL ENGINEER.

THE QUALIFICATIONS OF ALL SPECIAL INSPECTORS SHALL BE REVIEWED AND

APPROVED BY THE STRUCTURAL ENGINEER OF RECORD.

THE MINIMUM QUALIFICATIONS FOR THE SPECIAL INSPECTORS ARE AS FOLLOWS:

A.

B. STRUCTURAL WELDING INSPECTION

a.

b.

CONCRETE INSPECTION - I.C.B.O. OR I.C.C. CERTIFICATION IN REINFORCED

CONCRETE AND PRE STRESSED CONCRETE.

VISUAL TESTING - I.C.B.O. OR I.C.C. CERTIFICATION IN STRUCTURAL

STEEL AND WELDING OR A.W.S. CERTIFIED WELD INSPECTOR (C.W.I.)

NON-DESTRUCTIVE TESTING - A.W.S. C.W.I.

HIGH STRENGTH BOLTING INSPECTION - I.C.B.O. OR I.C.C. CERTIFICATION IN

STRUCTURAL STEEL AND WELDING.

EXPANSION/ADHESIVE ANCHOR INSPECTION - I.C.B.O. OR I.C.C.

CERTIFICATION IN REINFORCED CONCRETE AND MASONRY.

SPECIAL CASES - EXPERIENCE ACCEPTABLE TO THE STRUCTURAL

ENGINEER OF RECORD.

DUTIES OF THE SPECIAL INSPECTOR:

A.

B.

THE SPECIAL INSPECTOR SHALL REVIEW ALL WORK LISTED BELOW FOR

CONFORMANCE WITH THE CONTRACT DOCUMENTS AND THE GOVERNING

BUILDING CODE.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE

BUILDING OWNER, BUILDING OFFICIAL, ENGINEER OF RECORD, ARCHITECT,

AND CONTRACTOR. ALL ITEMS NOT IN COMPLIANCE SHALL BE BROUGHT TO

THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION, THEN

IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.

ONCE CORRECTIONS HAVE BEEN MADE BY THE CONTRACTOR, THE SPECIAL

INSPECTOR SHALL SUBMIT A FINAL SIGNED REPORT STATING WHETHER

THE WORK REQUIRING SPECIAL INSPECTION WAS, TO THE BEST OF THE

INSPECTOR'S KNOWLEDGE, IN CONFORMANCE TO THE APPROVED PLANS

AND SPECIFICATIONS AND THE APPLICABLE WORKMANSHIP PROVISIONS OF

THE GOVERNING BUILDING CODE.

DUTIES AND RESPONSIBILITIES OF THE CONTRACTOR.

A.

B.

NOTIFY THE RESPONSIBLE INSPECTOR THAT WORK IS READY FOR

INSPECTION AT LEAST ONE WORKING DAY (24 HOURS MINIMUM) BEFORE

SUCH INSPECTION IS REQUIRED.

ALL WORK REQUIRING SPECIAL STRUCTURAL INSPECTION SHALL REMAIN

ACCESSIBLE ANDEXPOSED UNTIL IT IS OBSERVED BY THE SPECIAL

STRUCTURAL INSPECTOR.

HELICAL PIERS:

1. ALL HELICAL COMPONENTS TO BE HDG AND MFG TO PROVIDED LOADS AS LISTED IN

THE PLANS.

2. HELICAL PIER INSTALLER TO PROVIDE SIGNED AND SEAL STRUCTURAL CALCULATIONS

AND PLANS TO PROVIDE THE LOADS AS LISTED IN THE PLANS. INSTALLATION PLANS

TO INCLUDE TORQUE OF PROCEDURE OF THE TIE BACKS AFTER INSTALLATION WITH

RECOMMENDATIONS FROM THE DESIGN ENGINEER.

3. HELICAL PIER INSTALLER TO PROVIDE INSTALLATION LOGS AFTER INSTALLATION AND

CALIBRATION REPORTS FOR INSTALLATION EQUIPMENT (TORQUE HUB) BEFORE

INSTALLATION.

4. HELICAL PIER INSTALLER TO PROVIDE A MINIMUM OF (10) PREVIOUS TIE BACK

INSTALLATIONS OF SIMILAR SIZE PRIOR TO START OF WORK. EXPERIENCE IS NOT

ALLOWED TO BE SUBSTITUTED AND MUST BE COMPLETED BY THE CREW COMPLETING

THE WORK.

2. DOT STANDARD SPECIFICATIONS TO GOVERN ALLEY PAVEMENT, BASE

COURSE, STEEL BARS (FOR PAVEMENT), ETC.

NONREINFORCED PCC PAVEMENT REPAIR:

1.

CONCRETE REPAIRS SHALL MATCH THE EXISTING 9" TO 10" PAVEMENT THICKNESS.

PAYMENT SHALL BE AT THE CONTRACT UNIT PRICE PER SQUARE YARD,

REGARDLESS OF VARIATIONS IN THICKNESS.

THE CONTRACTOR SHALL SAW THE EXISTING CONCRETE TO FULL DEPTH, REMOVE

AND DISPOSE OF THE EXISTING CONCRETE OR ASPHALT, SHAPE, AND RECOMPACT

THE REMAINING GRANULAR MATERIAL PRIOR TO REPLACEMENT OF THE CONCRETE.

ANY ADDITIONAL GRAVEL CUSHION REQUIRED TO PREPARE THE AREA SHALL BE

FURNISHED AND PLACED BY THE CONTRACTOR.

2.

3. IN FULL WIDTH OR HALF WIDTH REPAIR AREAS, A WORKING CONTRACTION JOINT

WILL BE RECONSTRUCTED AT ONE END AND A TIED JOINT AT THE OTHER END OF

THE PAVEMENT REPLACEMENT AREA. A BOND BREAKER WILL BE REQUIRED AT

LONGITUDINAL JOINTS.

4. IN PARTIAL WIDTH REPAIR AREAS WHERE THE REPAIR IS ENTIRELY ON EITHER SIDE

OF THE EXISTING CONTRACTION JOINT, THE LOCATION OF THE ONE THE WORKING

JOINTS WILL BE AT THE ORIGINAL LOCATION. ANY EXISTING DOWEL BAR

ASSEMBLIES SHALL BE SAWED OFF OR REMOVED. IN OTHER PARTIAL WIDTH REPAIR

AREAS, A TIED JOINT SHALL BE RECONSTRUCTED AT BOTH ENDS OF EACH

PAVEMENT REPLACEMENT AREA. AT REPAIR AREAS WHERE BOTH ENDS HAVE BEEN

TIED, A SAWED JOINT WILL BE REQUIRED TO REESTABLISH THE WORKING JOINT.

5. THE STEEL BARS SHALL BE INSTALLED IN THESE JOINTS IN ACCORDANCE WITH THE

STEEL BAR INSTALLATION NOTES AND DETAILS IN THESE PLANS.

6. ALL CONCRETE SHALL MEET THE REQUIREMENTS OF SECTION 380 OF THE

STANDARD SPECIFICATIONS, EXCEPT AS MODIFIED BY THE FOLLOWING NOTES:

1. THE COARSE AGGREGATE SHALL BE CRUSHED LEDGE ROCK.

2. THE FINE AGGREGATE MAY REQUIRE SCREENING AS DETERMINED BY THE

ENGINEER.

3. THE CONCRETE FOR THE NONREIFORCED PCC PAVEMENT REPAIR SHALL BE

OF APPROVED JOB MIX. THE DESIGN MIX SHALL MEET A MINIMUM 4000 PSI

COMPRESSIVE STRENGTH IN 28 DAYS.

4. CONCRETE USED IN PORTLAND CEMENT CONCRETE PAVEMENT REPAIR SHALL

HAVE A MINIMUM CEMENTITIOUS MATERIAL CONTENT OF 600 POUNDS PER

CUBIC YARD, WITH A FLY ASH CONTENT OF 20% TO 25%. ANY VARIATIONS

MUST BE APPROVED IN WRITING BY THE ENGINEER PRIOR TO ANY CONCRETE

PLACEMENT. FLY ASH SHALL MEET THE REQUIREMENTS OF SECTION 605 OF

THE SDDOT STANDARD SPECIFICATIONS FOR ROADS AND BRIDGEES. THE

MAXIMUM ALLOWABLE WATER/CEMENT RATIO SHALL BE 0.42. THE SLUMP WILL

BE LIMITED TO 3" MAXIMUM AND THE CONCRETE SHALL CONSTRAIN 5.0% TO

7.5% ENTRAINED AIR.

7. ALL JOINTS (LONGITUDINAL AND TRANSVERSE) THROUGH AND AROUND THE REPAIR

AREAS SHALL BE SAWED AND SEALED IN ACCORDANCE WITH THE DETAILS SHOWN

IN THESE PLANS.

8. COST FOR PERFORMING THE AFOREMENTIONED WORK INCLUDING SAWING,

FURNISHING AND PLACING CONCRETE, SAWING AND SEALING JOINTS, LABOR,

TOOLS, AND EQUIPMENT SHALL BE INCLUDED IN THE CONTRACT UNIT PRICE PER

SQUARE YARD FOR THE "NONREINFORCED PCC PAVEMENT".

9. COST FOR PERFORMING CONCRETE OR ASPHALT REMOVAL SHALL BE INCLUDED IN

THE CONTRACT UNIT PRICE PER SQUARE YARD FOR "REMOVE CONCRETE

PAVEMENT (FULL DEPTH REPAIRS)".

10. ALL REPAIR AREAS IN NEED OF PROTECTION FROM PEDESTRIAN, BICYCLE AND

VEHICLE TRAFFIC SHALL BE PROTECTED WITH SAFETY TAPE OF OTHER MEANS TO

ENSURE THE SAFETY OF THE WORK ZONE.

RobbieVeurink

SCALE:

S1

DRAWING TITLE:

STRUCTURAL

ENGINEER:

PLAN NUMBER:

MIDWEST

ENGINEERING

24x36D

46752 269TH ST

SIOUX FALLS, SD 57106

605-481-1649

WWW.MIDWENG.COM

PROJECT:PROJECT:

S1

OWNER:

CITY OF

SIOUX FALLS

S1

GENERAL NOTES:

1. CONTRACTOR TO VERIFY ALL DIMENSIONS

BEFORE START OF CONSTRUCTION.

2. CONTRACTOR TO PULL A BUILDING PERMIT

BEFORE STARTING WORK, PERMIT WILL BE

ZERO COST.

3. CONTRACTOR RESPONSIBLE FOR SAFE

CONSTRUCTION PRACTICES AND ALL OSHA

REQUIREMENTS TO COMPLETE THIS WORK.

4. SOILS ASSUMED TO BE CAPABLE TO

SUPPORT 1500 PSF, CITY TO HAVE 3RD PARTY

GEOTECHNICAL ENGINEER VERIFY WHEN

SOILS ARE EXPOSED.

5. CONTRACTOR IS RESPONSIBLE FOR ALL

DAMAGE DONE TO WALLS, PARKING LOG,

EXISTING BUILDINGS, ETC FOR HELICAL

INSTALLATION. ANY DAMAGE WILL BE

REPAIRED FOR THE OWNER AT NO COST.

5.5.2026

26-3002

FIRE STATION NO.1

ALLEY AND WALL

REPAIRS

RETAINING WALL

PLAN

S1 55

'-0

S1

7'-0" 7'-0" 7'-0" 7'-0"

TIE BACK

LOCATION PER

4/S1

4" HDG PL,

18"x18"

4" HDG PL,

12"x12"

HELICAL TIE BACK (2-7/8"x0.217" WALL), 20 KIP SERVICE TENSION

AND 40 KIP ULTIMATE, MINIMUM 20' DEPTH (FINAL DEPTH TO BE

DETERMINED BY HELICAL PIER DESIGNER). PROVIDE TIE BACK

ASSEMBLY HDG ATTACH TO PLATES.

CORE DRILL 16" DIAMETER

THROUGH WALL, SPRAY WITH 4

LB/CF GROUND CONTACT FOAM

TO FILL VOID AFTER HELICAL

INSTALLATION.

'-0

1'-

0"

4'-0"

#5 REBAR 12"

OCEW TOP &

BOTTOM

#5 REBAR 12" OC

VERTICALS AND

18" OC

HORIZONTALLY.

4" CHAMFER ON

ALL OUTSIDE

CORNERS.

INFILL WITH 8"

CONCRETE

WALL, DOWELED

INTO NEW

CONCRETE

WALL.

TIE BACK

LOCATION PER

4/S1

TIE BACK INTO GRANITE WALL BEFORE

REMOVAL OF PERPENDICULAR WALL FOR NEW

CONCRETE WALL. CONTRACTOR RESPONSIBLE

FOR ALL NECESSARY TEMPORARY SHORING

TO COMPLETE THIS WALL.

28'-0" 27'-0"

9'- 0"

'-0

'-5

1'-

0"

2" EXPANSION

JOINT

ALLEY

ELEVATION

FIRE STATION

PARKING LOT

ELEVATION.

NEW

ALLEYWAY

CONCRETE

5" ASPHALT CONCRETE FOR

PATCHING - WORK TO BE

COMPLETED BY CITY OF

SIOUX FALLS STREET

DEPARTMENT

10"

SEE SHEETS J1 FOR

PAVING PLAN AND

DETAILS

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PLAN VIEW

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SCALE: 1/8"=1'-0"

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WALL TIE BACKS

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SCALE: 1/2"=1'-0"

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RETAINING WALL

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

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TIE BACKS

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SCALE: 3/4"=1'-0"

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RETAINING WALL CROSS SECTION

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SCALE: 3/4"=1'-0"

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RobbieVeurink

Remove and replace concrete Repair (T) type 40SQYD (20), Place 3\4" plain round epoxy coated bar.

(7), Drilled 3\4" plain round epoxy coated bar.

(26), Drilled No. 5 x 24" epoxy coated deformed tie bar.

Remove and replace concrete Repair (W) type 87SQYD (33), Placed no 6 x 24" epoxy coated deformed tie bars.

(45), Place 3\4" plain round epoxy coated bar.

(15), Drilled 3\4" plain round epoxy coated bar.

Remove and replace concrete Repair (T) type 92.7SQYD (80), Drilled No 6 x 24" epoxy coated deformed tie bars.

(56), Placed No 6 plain round epoxy coated bar.

(5), Drilled No 6 Plain round epoxy coated bar.

Remove and replace concrete Repair (Z) type 36.9SQYD

(109), Drilled no 6 x 24" epoxy coated deformed tie bars.

(32), Placed 3\4" plain round epoxy coated bar.

W 9th S treet

S Minnesota Ave

W 10th S treet

42" grabber cones

SHEET NO.

J1

P U

B L

I C

W O

R K

S

C

IT

Y O

F S

IO

U

X F

A L L S

Concrete repair area

PAVEMENT REPAIRS FIRE

STATION #1

E O

F M

IN

N E S O T A A

V E B

E T W

E E N W

T H S

T

W T H S

T

F

IR

E S

T A T

IO

N

C O N C R E T E P

A V E M E N T R

E P A

IR

S P A V E M E N T L

A Y O U T

RE

VI

SI

O

N S:

CH

EC

KE

D

B Y:

D

RA

W N

B Y:

D

ES

IG

N

ED

B

Y:

D W

D W

D W

AC

AD

F

IL

E:

D

AT

E:

BY

4/ 8/

D

AT

E:

BY

D

AT

E:

(2) , R11-2 48"x30"

(4), TYPE III BARRICADE

ROAD

CLOSED

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40 FT