MC-0775 Paul H. Brum Jr. Dam Rehabilitation Final Plans Set.pdf

PDF 7 MB Posted Sep 10, 2025

Attached to: OKLAHOMA RIVER LOCK AND DAM SYSTEM PAUL H. BRUM JR. DAM REHABILITATION
Solicitation number: MC-0775
Issued by: Oklahoma County, Hobart City, Oklahoma

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Written by GovTribe AI · Sep 10, 2025

These are detailed engineering and rehabilitation plans for the Oklahoma River Lock and Dam System, specifically the Paul H. Brum Jr. Dam Rehabilitation Project located in Oklahoma City, Oklahoma. The project is being managed by the City of Oklahoma City's Public Works Department and engineered by CEC Corporation. The comprehensive set of technical drawings outlines a thorough rehabilitation strategy for multiple dam components, including piers, crest gates, miter gates, concrete surfaces, hydraulic systems, and structural elements across seven piers and a boat lock.

The rehabilitation project involves high-pressure water jet cleaning, concrete repairs, painting, replacing seals and components, and structural reinforcement. Key repair activities include concrete crack injection, replacing neoprene J-seals, repairing hydraulic cylinder support brackets, drilling drainage holes, replacing debris guards, and refurbishing walkways and safety railings. The project is scheduled for completion in August 2025, with detailed specifications for materials including concrete (4500 PSI compressive strength), structural steel, stainless steel hardware, rubber components, and specific painting requirements using Tnemec series coatings. The drawings provide extensive technical details for contractors, including repair methodologies, material specifications, and precise installation instructions for each structural component.

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Business Relationship Affidavit.pdf	PDF	Sep 10, 2025
Anti Noncollusion Affidavit.pdf	PDF	Sep 10, 2025
MC-0775 BIDDING DOCUMENTS.pdf	PDF	Sep 10, 2025

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8/19/2025

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SHEET

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II. VERIFICATION OF EXISTING CONDITIONS

A. THE CONTRACTOR IS RESPONSIBLE FOR FULLY UNDERSTANDING THE NATURE OF THE WORK AND CONDITIONS UNDER WHICH THE WORK WILL BE PERFORMED. VERIFY ALL DIMENSIONS NECESSARY TO COMPLETE THE REPAIRS DEFINED ON THE PLANS AND IN THE SPECIFICATIONS AND WILL BE SOLELY RESPONSIBLE FOR THE ACCURACY OF THEREOF. USE METHODS CONSISTENT WITH GOOD CONSTRUCTION PRACTICES AND TAKE ALL NECESSARY PRECAUTIONS TO PREVENT DAMAGE TO THE EXISTING STRUCTURE. ANY DAMAGE TO THE EXISTING STRUCTURE DUE TO NEGLIGENCE WILL BE REPAIRED AT NO ADDITIONAL COST TO THE CITY OF OKLAHOMA CITY. REPAIRS WILL BE MADE TO THE SATISFACTION OF THE ENGINEER AND THE PUBLIC WORKS PROJECT

MANAGER.

B. THE CONTRACTOR WILL TAKE DETAILED PHOTOGRAPHS OF ALL EXISTING CONDITIONS PRIOR TO THE

COMMENCEMENT OF THE WORK.

C. THE CONTRACTOR WILL MAKE A DETAILED VIDEO DOCUMENTING ALL EXISTING CONDITIONS PRIOR TO THE

COMMENCEMENT OF THE WORK.

III. REMOVED MATERIAL

A. ALL MATERIAL REMOVED WILL BECOME THE PROPERTY OF THE CONTRACTOR AND WILL BE DISPOSED OF IN

A MANNER APPROVED BY THE ENGINEER.

B. TREAT THE DEBRIS GENERATED FROM THE SURFACE PREPARATION OF THE STEEL TO BE PAINTED AS HAZARDOUS WASTE. PROVIDE CONTAINMENT, TESTING, COLLECTION, REMOVAL, AND DISPOSAL OF ALL

DEBRIS.

IV. QUALITY CONTROL SPECIALIST

A. THE CONTRACTOR SHALL EMPLOY ONE OR MORE QUALITY CONTROL SPECIALISTS (QCS) THAT SHALL BE NACE AND SSPC CERTIFIED QUALITY CONTROL SPECIALISTS TO ENSURE COMPLIANCE WITH THE WRITTEN QUALITY CONTROL PROCEDURES FOR SURFACE PREPARATION OF THE STEEL FABRICATIONS TO BE PAINTED.

B. THE QCS SHALL BE PROPERLY EQUIPPED WITH ALL OF THE NECESSARY TESTING EQUIPMENT, BE ABLE TO CLIMB TO ALL PARTS OF THE STRUCTURE, HAVE AUTHORITY TO STOP THE CONTRACTOR'S WORK IF NECESSARY, AND INFORM THE FOREMAN OF ALL WORK THAT DOES NOT MEET THE REQUIREMENT OF THE

SPECIFICATIONS.

C. THE QCS SHALL COMPLETE THE PROPER DOCUMENTATION FORMS AND SUBMIT THEM TO THE PUBLIC WORKS FIELD SERVICES INSPECTOR IN A TIMELY MANNER BEFORE THE FINAL PAYMENT IS MADE FOR THE COATINGS

APPLICATIONS.

D. THE QCS SHALL COORDINATE WITH THE COATING MANUFACTURER'S REPRESENTATIVES FOR THE REQUIRED

PERFORMANCE TESTS FOR THE APPLIED COATINGS.

E. REFER TO THE SPECIFICATIONS FOR ADDITIONAL INFORMATION REGARDING THE DUTIES OF THE QCS.

V. MATERIALS

A. CAST-IN-PLACE CONCRETE

1. 28-DAY COMPRESSIVE STRENGTH SHALL BE 4500 PSI.

2. CONCRETE CLEAR COVER SHALL NOT BE LESS THAN 2 INCHES.

3. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED TO MATCH EXISTING STRUCTURE.

4. REINFORCING BARS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A615 GRADE 60.

5. CURING FOR CONCRETE SURFACES NOT IN CONTACT WITH FORMS: ONE OF THE FOLLOWING

PROCEDURES SHALL BE APPLIED IMMEDIATELY AFTER THE COMPLETION OF PLACEMENT AND

FINISHING -

5.1. PONDING OR CONTINUOUS SPRINKLING.

5.2. APPLICATION OF ABSORPTIVE MATS OR FABRIC KEPT CONTINUOUSLY WET.

5.3. APPLICATION OF WATERPROOF SHEET MATERIALS, CONFORMING TO "SPECIFICATIONS FOR

WATERPROOF SHEET MATERIALS FOR CURING CONCRETE" (ASTM C 171).

5.4. THE USE OF CURING COMPOUNDS IS NOT ALLOWED.

B. STEEL

1. PROVIDE STRUCTURAL STEEL PLATE FOR NAPPE BREAKERS, SUPPORT STRUT ANGLES, AND SUPPORT

STRUT PLATES IN ACCORDANCE WITH ASTM A36.

2. PROVIDE ASTM A304 STAINLESS STEEL FOR SAFETY RAIL, HANDRAIL, DEBRIS GUARD AND CLAMP

PLATES.

3. PROVIDE STAINLESS STEEL HARDWARE IN ACCORDANCE WITH ASTM F593 FOR ALL REPLACEMENT

BOLTS AND ASTM F594 FOR ALL REPLACEMENT NUTS AND WASHERS.

4. COMPLETE WELDING IN ACCORDANCE WITH LATEST AWS D1.1 OR D1.6 CODE. USE E70XX

ELECTRODES.

C. RUBBER & PLASTICS

1. PROVIDE 532" THICK HEAVY DUTY REINFORCED RUBBER BELTINGS FOR ALL RUBBER HINGES AND

COVERS.

2. PROVIDE HALF ROUND ULTRA HIGH MOLECULAR WEIGHT POLYETHYLENE (UHMWP) FOR DEBRIS GUARD

BUMPERS.

3. PROVIDE 60 DUROMETER NEOPRENE GASKETS FOR DEBRIS GUARDS.

VI. CONCRETE CRACK INJECTION

A. USE AUTOMATED INJECTION EQUIPMENT OR MANUAL METHOD. SET APPROPRIATE INJECTION PORTS BASED ON SYSTEM USED. SEAL PORTS AND CRACKS WITH AN EPOXY PASTE ADHESIVE. WHEN THE EPOXY ADHESIVE

SEAL HAS CURED, INJECT THE INJECTION EPOXY WITH STEADY PRESSURE.

B. MINIMUM SUBSTRATE AND AMBIENT TEMPERATURES SHALL BE 40 DEGREES F.

C. ACCEPTABLE MATERIALS FOR EPOXY PASTE ADHESIVE FOR SEALING PORTS AND CRACKS:

1. SIKADUR 31 HI-MOD GEL

2. SIKADUR 33

D. INJECTION EPOXY:

1. SIKADUR 52

2. SIKADUR 35 HI-MOD LV

VII. REPAIR OF DAMAGED CONCRETE

A. DETERIORATED AND DELAMINATED CONCRETE SHOULD BE LOCATED AND MARKED PRIOR TO STARTING THE REMOVAL PROCESS. DELAMINATED CONCRETE CAN BE LOCATED USING SOUNDING OR OTHER SUITABLE TECHNIQUES. THE REPAIR AREA SHOULD EXTEND A MINIMUM OF 6 INCHES BEYOND THE ACTUAL DELAMINATED CONCRETE. REPAIR AREAS SHOULD BE KEPT AS SIMPLE AS POSSIBLE, PREFERABLY SQUARE OR

RECTANGULAR WITH SQUARE CORNERS. REENTRANT CORNERS SHOULD BE AVOIDED.

B. REMOVE THE CONCRETE FROM THE MARKED AREAS AND UNDERCUT EXPOSED REINFORCING STEEL USING

IMPACT BREAKERS, HYDRODEMOLITION OR ANOTHER SUITABLE METHOD. PROVIDE A MINIMUM OF 3

4 IN.

CLEARANCE BETWEEN EXPOSED REINFORCING STEEL AND SURROUNDING CONCRETE,UNLESS NOTED OTHERWISE ON THE DRAWINGS. CONCRETE REMOVAL SHOULD EXTEND ALONG THE REINFORCING STEEL UNTIL THERE IS NO FURTHER DELAMINATION, CRACKING, OR SIGNIFICANT CORROSION AND THE REINFORCING STEEL IS

WELL BONDED TO THE SURROUNDING CONCRETE.

C. THE PERIMETER OF THE REPAIR AREA SHOULD BE SAW CUT 3

4 IN. DEEP, UNLESS NOTED OTHERWISE ON THE

DRAWINGS, TO PROVIDE A CLEAN EDGE FOR THE REPAIR MATERIAL.

D. CLEAN THE EXPOSED CONCRETE SURFACE AND THE REINFORCING STEEL TO REMOVE BOND-INHIBITING MATERIAL SUCH AS DIRT, CONCRETE SLURRY, AND LOOSELY BONDED CONCRETE BY HIGH PRESSURE WATER CLEANING. ALL CONCRETE, CORROSION PRODUCTS, AND SCALE SHOULD BE REMOVED FROM THE REINFORCING STEEL BY HIGH-PRESSURE WATER CLEANING. REFER TO GENERAL NOTE VIII FOR ADDITIONAL INFORMATION.

E. APPLY A PRIMER TO THE EXPOSED REINFORCING STEEL. ACCEPTABLE PRIMERS ARE SIKA ARMATEC 110 EPOCEM.

F. WHERE SECTION LOSS OF REINFORCING BAR IS MORE THAN 25 PERCENT OR 20 PERCENT IN TWO OR MORE

ADJACENT BARS, CUT BARS AND REMOVE AND REPLACE AS INDICATED ON DRAWINGS.

G. REBUILD AREA WITH C.I.P. CONCRETE WHILE THE EXISTING CONCRETE SURFACE IS IN A SATURATED SURFACE

DRY (SSD) CONDITION.

VIII. HIGH-PRESSURE WATER CLEANING

A. USE HIGH-PRESSURE WATER CLEANING (HP-WC) TO REMOVE DIRT, WATER STAIN RESIDUE, AND WATER-SOLUBLE

CONTAMINANTS FROM CONCRETE SURFACES AND NEOPRENE GATE SEALS. THIS CLEANING METHOD IS NOT INTENDED TO ALTER THE SURFACE PROFILE OF THE CONCRETE BUT TO CLEAN THE SURFACE ONLY.

B. CONCRETE SURFACES SHALL BE CLEANED TO A DEGREE DEFINED IN ASTM D4258: "ACCEPTABLE SURFACES SHALL BE FREE OF OIL, GREASE, LOOSELY ADHERING CONCRETE, AND OTHER CONTAMINANTS."

C. WATER JET PRESSURES FOR HP-WC SHOULD BE BETWEEN 5,000 AND 10,000 PSI.

D. USE CLEAN, NON-CHLORINATED WATER.

E. AT NO TIME SHALL HEAT BE ADDED TO ANY SURFACE WATER IN EXCESS OF THE AMOUNT THAT WILL RAISE THE TEMPERATURE OF THE RECEIVING WATER MORE THAN 37°F OUTSIDE THE WORK ZONE. REFERENCE

OKLAHOMA WATER QUALITY STANDARDS FOR ADDITIONAL INFORMATION.

IX. PAINTING

A. PREPARE SURFACES TO BE PAINTED IN ACCORDANCE WITH NACE WJ-4/SSPC-SP WJ-4 FOR WATERJET CLEANING OF METALS - LIGHT CLEANING. USE BETWEEN 3,500 AND 5,000 P.S.I. WITH A 0° ROTATING NOZZLE.

B. IF ALL MILL SCALE, LOOSE RUST, OTHER CORROSION PRODUCTS, AND LOOSE PAINT HAVE NOT BEEN REMOVED, CLEAN THESE AREAS USING HAND OR POWER TOOLS IN ACCORDANCE WITH SSPC-SP2 OR SP3

UNTIL THE SURFACE CLEANLINESS IS MET.

C. PAINT TYPE "A" - APPLIED TO STEEL FABRICATIONS IMMERSED IN WATER (INCLUDING BUT NOT LIMITED TO:

CREST GATES, MITER GATES, HINGES AND MISC. COMPONENTS).

PRIME COAT: TNEMEC SERIES 132 PROTUFF MASTIC (5.0 TO 7.0 MILS DFT)

TOP COAT: TNEMEC SERIES 138 PROTUFF (4.0 TO 6.0 MILS DFT)

TOTAL DFT: 9.0 TO 13.0 MILS

COLOR: DESERT SAND

D. PAINT TYPE "B" - APPLIED TO STEEL FABRICATIONS NOT IMMERSED IN WATER (INCLUDING BUT NOT LIMITED TO:

WALKWAY FRAMING, CREST GATE HYDRAULIC CYLINDERS & SUPPORT BRACKETS, MISC. COMPONENTS OR

EQUIPMENT AROUND LOCK).

PRIME COAT: TNEMEC SERIES 132 PROTUFF MASTIC (5.0 TO 7.0 MILS DFT)

TOP COAT: TNEMEC SERIES 1075U ENDURA-SHIELD II (3.0 TO 4.0 MILS DFT)

TOTAL DFT: 8.0 TO 11.0 MILS

COLOR: DESERT SAND

E. DO NOT PAINT ANY BRONZE OR STAINLESS STEEL COMPONENTS.

X. MITER GATE SEALS

REPLACEMENT GATE SEALS SHALL BE MOLDED ONLY AND SHALL BE MANUFACTURED WITH FLUOROCARBON

(PTFE)-CLAD NEOPRENE. THE FOLLOWING STANDARD RUBBER MOLD SHAPES SHALL APPLY:

A. J-SEALS SHALL BE STANDARD MOLD NUMBER 2514. J-SEALS AT THE CORNERS SHALL BE STANDARD MOLD

NUMBER 2247. ADJUST SEAL INSTALLATION SUCH THAT THE SEALS ARE DEFLECTED 3

16 " TO 1

4" AGAINST THE

SEAL PLATE. S2.1

GENERAL NOTES

AND PAY ITEMS

GENERAL STRUCTURAL NOTES

I. DESCRIPTION OF WORK

BASE BID:

THE WORK TO BE PERFORMED UNDER THIS CONTRACT CONSISTS OF THE FOLLOWING:

A. HIGH-PRESSURE WATER-JET CLEAN STAINLESS STEEL SIDE SEALS, HINGE COVER PLATES AND HYDRAULIC

LOCKER COVER PLATE AT THE NORTH WALL OF THE BOAT LOCK.

B. REPAIR OF DAMAGED CONCRETE AT THE FOLLOWING LOCATIONS:

1. BOAT LOCK MITER GATE HINGE ANCHORAGES.

2. THE UPSTREAM LOG-STOP OF THE BOAT LOCK.

3. THE REPAIR OF A DETERIORATED CONCRETE SURFACE AT SELECT PIERS.

C. PAINT CREST GATES, MITER GATES, AND ALL MISCELLANEOUS HARDWARE THAT IS REGULARLY SUBMERGED.

D. PAINT HYDRAULIC CYLINDER & THEIR SUPPORT BRACKETS, MITER GATE WALKWAY FRAMING, FRAMING

AROUND MITER GATE OPERATORS, AND MITER GATE HINGE PLATES THAT ARE NOT REGULARLY SUBMERGED.

E. DRILL DRAINAGE HOLES IN CREST GATE OPERATOR BRACKETS.

F. DEMOLISH AND REPLACE GROUT PAD.

G. REPAIR CRACKS IN SELECT PIERS BY EPOXY INJECTION.

H. REPLACE NAPPE BREAKERS ON CREST GATES.

I. REPAIR SAFETY RAIL ON BOAT LOCK.

J. HIGH-PRESSURE WATER CLEANING (HP-WC) OF THE INTERIOR CONCRETE WALL SURFACES WITHIN THE BOAT

LOCK.

K. REPLACE MITER GATE SEALS.

L. REATTACH HYDRAULIC CYLINDER GRATING COVERS.

ALTERNATE BID:

THE ALTERNATE BID INCLUDES ALL OF THE WORK ITEMS TO BE PERFORMED IN THE BASE BID ABOVE, AS WELL AS ANY OF THE ADDITIONAL WORK ITEMS CHOSEN FROM BELOW. THE NEED TO COMPLETE THESE WORK ITEMS CANNOT BE ASSESSED PRIOR TO BIDDING. ONCE THE STRUCTURE HAS BEEN DEWATERED, IT WILL BE DETERMINED

WHICH OF THESE ITEMS ARE REQUIRED, IF ANY.

M. REPLACE HAND RAIL ON SELECT PIERS.

N. REPLACE MITER GATE LOWER BEARING BRACKET ASSEMBLY.

O. REPLACE DEBRIS GUARD PANELS.

P. REPAIR DEBRIS GUARD PANELS.

Q. REATTACH HYDRAULIC LINE COVER PLATES.

R. REPLACE CREST GATE SUPPORT STRUTS.

AutoCAD SHX Text N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S2.1 - General Structural Notes.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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GENERAL STRUCTURAL NOTES (CONT.)

XI. ANCHOR PLATE GROUTING

A. REMOVE AND REPLACE DAMAGED OR DETERIORATED GROUT PADS BENEATH GATE OPERATOR ANCHOR

PLATES AS INDICATED ON THE DRAWINGS.

B. ACCEPTABLE GROUT PRODUCTS FOR ANCHOR PLATE GROUTING ARE:

1. SIKAGROUT 212 BY SIKA CORPORATION

2. SIKAGROUT 328 BY SIKA CORPORATION

XII. REATTACH HYDRAULIC CYLINDER GRATING COVER

A. APPROXIMATELY 265 S.F. OF EXISTING GALVANIZED STEEL GRATING AROUND THE BOAT LOCK NEEDS TO BE REFASTENED TO THE SUPPORT FRAMING WITH NEW SADDLE CLIPS. SEE SPECIFICATIONS FOR EXAMPLE PHOTOS. REPAIRS TO NOT INCLUDE REPLACEMENT OF ANY GRATING OR ANY MODIFICATIONS

TO THE SUPPORTING FRAMES.

XIII. REPLACEMENT & REPAIR OF DEBRIS GUARDS

A. THE DETAILS FOR THE REPLACEMENT AND REPAIRS TO THE DEBRIS GUARDS WERE REDEVELOPED BASED

ON THE ORIGINAL CONTRACT PLANS & SHOP DRAWINGS. FIELD VERIFY ALL DIMENSIONS TO ENSURE

PROPER FIT-UP PRIOR TO FABRICATING ANY COMPONENTS.

B. IF EXISTING ANCHOR BOLTS ARE FOUND TO BE DAMAGED TO THE POINT THAT THEY CANNOT BE REUSED, REPLACE WITH STAINLESS STEEL EPOXY EMBEDDED ANCHOR BOLTS OF EQUAL DIAMETER. ANCHOR BOLT LOCATIONS MAY EITHER BE COORDINATED WITH FABRICATION OF NEW ANCHOR PLATES OR ADJUSTED IN

THE FIELD BY DRILLING NEW 7

16 " DIAMETER BOLT HOLES IN CAMP PLATE AND RUBBER HINGES USING A MAG

DRILL WITH THE APPROPRIATE BIT FOR DRILLING THROUGH STEEL OR RUBBER. TORCH CUTTING NEW HOLES WILL NOT BE ALLOWED. MAINTAIN A MAXIMUM SPACING OF 10" BETWEEN ALL ANCHOR BOLTS. THIS

MAY REQUIRE THE USE OF MORE THAN ONE NEW ANCHOR BOLT PER DAMAGED ANCHOR.

XIV. MITER GATE LOWER BEARING BRACKET ASSEMBLY

A. CONDITION OF THE MITER GATE LOWER BEARING BRACKET ASSEMBLY WILL BE DETERMINED BY THE

CITY AND THE ENGINEER ONCE THE WORK IS UNDERWAY AND THE BOAT LOCK IS DEWATERED,

ALLOWING ACCESS TO THE LOWER PORTION OF MITER GATES. IF REPLACEMENT OF ONE BEARING

BRACKET ASSEMBLY IS RECOMMENDED, IT WILL BE DONE FOR ALL GATES, IN-KIND.

B. THE BEARING BRACKET ASSEMBLY WAS FABRICATED BY STEEL-FAB, INC. OF FITCHBURG, MA AND IS LISTED AS PART OF THE SHOP DRAWING MTG-00810-100 (UPSTREAM MITER GATE) AND DRAWING MTG-00810-103 (DOWNSTREAM MITER GATE). CONTRACTOR IS TO FIELD VERIFY ALL DIMENSIONS.

XV. ENVIRONMENTAL CONSIDERATIONS

A. ALL CONSTRUCTION MATERIALS SHALL BE STORED IN AN AREA NOT SUBJECT TO FLOODING.

B. USED, OR PARTIALLY USED CONTAINERS SHALL BE REMOVED FROM THE STRUCTURE AND PLACED IN A COVERED DEBRIS RECEPTACLE OR STORED IN AN AREA WHERE RAINWATER WILL NOT COME INTO

SIGNIFICANT CONTACT WITH THE VESSELS OR MATERIALS ON OR WITHIN THE VESSEL.

C. CONSTRUCTION WASTE PRODUCTS SHALL BE REMOVED AT THE TERMINATION OF EACH WORK PERIOD.

D. ALL WASTE RECEPTACLES SHALL BE STAGED OUTSIDE OF ANY AREAS SUBJECT TO ELEVATED RIVER CONDITIONS. WASTE RECEPTACLES SHALL BE COVERED AND PLUGGED TO MINIMIZE STORM WATER

CONTACT.

E. CONTRACTOR SHALL MAINTAIN MATERIAL DATA SAFETY SHEETS (MSDS) OR SAFETY DATA SHEETS (SDS) FOR ANY MATERIALS WHICH WILL BE POTENTIALLY EXPOSED TO SURFACE WATERS IN THE CASE THAT A

SPILL OCCURS.

F. CONTRACTOR SHALL SELECT, AND PLACE ON RETAINER, AN ENVIRONMENTAL CLEANUP CONTRACTOR TO BE CONTACTED FOR CLEANUP AND REMEDIATION IN THE EVENT THAT A SPILL OCCURS DURING THE

CONSTRUCTION PROCESS. THE CONTRACTOR SHALL PROVIDE THE NAME OF THE ENVIRONMENTAL

CLEANUP CONTRACTOR TO THE PUBLIC WORKS DEPARTMENT, STORM WATER QUALITY DIVISION AND TO

THE PUBLIC WORKS DEPARTMENT PROJECT MANAGER.

G. USE HYDROCARBON BOOMS TO ISOLATE WORK AREAS, BOTH UPSTREAM AND DOWNSTREAM, TO ENSURE THAT ANY NON-AQUEOUS PHASED LIQUIDS (NAPL) THAT MAY BE RELEASED AS THE RESULT OF CLEANING OR PAINTING THE STRUCTURE ARE CONTAINED. HYDROCARBON PADS OR OTHER REMOVAL MECHANISMS MAY BE USED TO REMOVE ANY SHEEN FROM THE WATER SURFACE. AT NO TIME IS A FREE NAPL SHEEN TO

BE LEFT PAST THE TERMINATION OF A WORK SHIFT.

H. OBTAIN A COSMETIC CLEANING PERMIT FROM THE PUBLIC WORKS DEPARTMENT, STORM WATER QUALITY DIVISION FOR HIGH PRESSURE WATER CLEANING ACTIVITY THAT WILL PRODUCE FREE FOREIGN

MATERIALS.

I. THE USE OF SURFACTANTS, SOLVENTS, CHLORINE, CHLORINATED WATER, OR OTHER CHEMICALS IN THE SURFACE PREPARATION OF CONCRETE AND OTHER SURFACE REPAIRS IS PROHIBITED. ONLY THE USE OF

CLEAN, NON-CHLORINATED WATER IS PERMITTED.

J. ENSURE THE PROTECTION OF THE GENERAL PUBLIC, PUBLIC PROPERTY, AND THE FLORA AND FAUNA OF

THE RIVER PARK. TO THAT END, THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:

1. SAFELY SECURE ALL HAZARDOUS CHEMICALS DURING NORMAL WORKING PERIODS AND DURING

NON-WORK HOURS.

2. PROTECT THE WALKING, JOGGING, AND CYCLING PUBLIC UTILIZING THE TRAILS BY USE OF

BARRICADES AND FENCING.

3. ANY DAMAGES TO THE GROUNDS, PAVEMENT, OR TRAILS SHALL BE REPAIRED TO THE SATISFACTION

OF THE CITY STAFF AT THE SOLE EXPENSE OF THE CONTRACTOR.

4. CONTRACTOR IS RESPONSIBLE FOR ALL ENVIRONMENTAL CLEANUP.

5. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT ALL VEHICLES AND MACHINERY UTILIZING OR BEING USED AT THE PROJECT SITE IS IN GOOD REPAIR AND FREE OF LEAKS, INCLUDING, BUT NOT LIMITED TO, HYDRAULIC OIL, MOTOR OIL, GASOLINE, DIESEL FUEL, AND ANTIFREEZE .

6. ALL SOLIDS AND SEDIMENTS REMOVED FROM THE STRUCTURE WILL BE CLEANED AT THE

TERMINATION OF EACH WORK DAY.

XVI. WORK ZONE PERMIT

A. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE CITY OF OKLAHOMA CITY TRAFFIC MANAGEMENT DIVISION AT LEAST (2) WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL DEVICES. CALL (405) 297-2531 TO OBTAIN

AN APPLICATION.

XVII. DEWATERING

A. THE CREST GATES AT THE UPSTREAM AND DOWNSTREAM DAM STRUCTURES WILL BE LOWERED BY THE

CITY OF OKLAHOMA CITY IN AN EFFORT TO DRAIN THE RIVER AS MUCH AS POSSIBLE. HOWEVER, THIS DOES NOT GUARANTEE THAT THE SITE WILL BE DRY OR FREE OF WATER DURING THE PROJECT. IT WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ANY COFFER DAMS, PUMPS, ALL EQUIPMENT, OR OTHER

MEANS OF LOWERING THE WATER LEVEL AROUND AREAS OF ACTIVE WORK.

B. AT ANY GIVEN TIME, A MINIMUM OF (1) ONE CREST GATE MUST REMAIN LOWERED TO ALLOW WATER FLOW

TO REMAIN ACTIVE ON THE RIVER DURING CONSTRUCTION.

C. THE CITY OF OKLAHOMA CITY WILL OPERATE THE CREST AND MITER GATES DURING THE PROJECT. THE

CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATION.

D. THE CITY OF OKLAHOMA CITY WILL PROVIDE AND INSTALL THE STOP LOGS FOR THE BOAT LOCK TO ALLOW FOR DEWATERING AND ACCESS TO THE MITER GATES. THE CONTRACTOR WILL BE RESPONSIBLE FOR CLEANING ALL DEBRIS OR SEDIMENT FROM THE BOAT LOCK AND PROVIDING ANY DEWATERING EQUIPMENT

NECESSARY TO COMPLETE THE WORK.

XVIII. GENERAL

A. THE CONTRACTOR MUST FILE A "NOTICE OF INTENT" WITH THE CITY TO COMMENCE WORK UPON ACQUIRING

ALL REQUIRED PERMITS. NO WORK WITHIN THE CHANNEL CAN COMMENCE WITHOUT PROPER

AUTHORIZATION AND PERMIT FROM THE U.S. ARMY CORPS OF ENGINEERS.

B. CONSTRUCTION DOCUMENTS CONSIST OF THESE DRAWINGS AND A SEPARATE BOOK OF

SPECIFICATIONS. THE DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY, NEITHER IS MEANT TO STAND ALONE FOR ANY PORTION OF THE WORK DESCRIBED HEREIN. ANY CONFLICT BETWEEN THE

DRAWINGS AND SPECIFICATIONS SHALL BE REPORTED IMMEDIATELY TO THE ENGINEER.

C. DIMENSIONS SHOWN FOR THE EXISTING STRUCTURE ARE BASED ON EXISTING DRAWINGS OR ARE APPROXIMATE TO PROVIDE INFORMATION TO AID IN THE BIDDING PROCESS. FIELD VERIFY ALL

DIMENSIONS AND MEMBER SIZES RELATING THE EXISTING STRUCTURE PRIOR TO COMMENCING

FABRICATION OF ANY COMPONENTS REQUIRED TO MATCH THE EXISTING STRUCTURE OR

PROCEEDING WITH ANY WORK.

D. REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO SUBMITTING TO THE CITY PROJECT MANAGER OR ENGINEER. NOTE ANY REQUIRED CHANGES MADE THAT CONFLICT WITH OR DO NOT COMPLY WITH

DESIGN DRAWINGS OR SPECIFICATIONS.

E. PLANS, SECTIONS, AND DETAILS ARE NOT TO BE SCALED FOR DETERMINATION OF QUANTITIES, LENGTHS, OR FIT OF MATERIALS.

F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING ALL UTILITIES BEFORE CONSTRUCTION.

S2.2

GENERAL NOTES

AND PAY ITEMS

MC-0775 OKLAHOMA RIVER LOCK AND DAM SYSTEM

PAUL H. BRUM JR. DAM REHABILITATION

ITEM

NO.

SPEC.

NO.

ITEM NOTES UNIT

ESTIMATED

QUANTITY

BASE BID PAY QUANTITIES

1 801-000

COLOR AUDIO/VIDEO RECORDING, PRE & POST

CONSTRUCTION (RECORDED DIGITALLY ON DVD)

L.S. 1

2 809-000 MOBILIZATION L.S. 1

3 SPEC. EROSION CONTROL AND ENVIRONMENTAL PROTECTION L.S. 1

4 SPEC. HIGH-PRESSURE WATER JET STAINLESS STEEL CLEANING (1, 3) L.S. 1

5 SPEC. CONCRETE AREA REPAIR (1, 4) S.F. 383

6 SPEC. PAINT EXISTING STRUCTURE - TYPE 'A' (1, 5) L.S. 1

7 SPEC. PAINT EXISTING STRUCTURE - TYPE 'B' (1, 5) L.S. 1

8 SPEC. DRILL (3) 3 8"¸ HOLES AT BASE OF CREST GATE BRACKETS (1, 6) EA. 12

9 SPEC. DEMOLISH AND REPLACE GROUT PAD (1, 7) C.F. 9

10 SPEC. CONCRETE CRACK REPAIR (1, 8) L.F. 270

11 SPEC. NAPPE BREAKER INSTALLATION (1, 2) EA. 4

12 SPEC. SAFETY RAIL REPAIR (1, 2) L.S. 1

13 SPEC.

HIGH-PRESSURE WATER CLEAN BOAT LOCK CONCRETE

WALLS

(1, 3) L.S. 1

14 SPEC. REPLACE J-SEALS (1, 2) L.F. 157

15 SPEC. REATTACH HYDRAULIC CYLINDER GRATING COVERS (1, 9) L.S. 1

1. ALL REMOVED MATERIALS WILL BECOME THE PROPERTY OF THE CONTRACTOR AND DISPOSED OF IN A MANNER APPROVED BY THE ENGINEER. ALL COSTS OF DEMOLITION, DISPOSAL OF DEBRIS, LABOR, MATERIAL, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK INCLUDED IN THE

CONTRACT PRICE.

2. PAYMENT WILL BE BASED ON MEASURED QUANTITIES. ALL COSTS ASSOCIATED WITH FABRICATION AND WELDING OF REPLACEMENT COMPONENT(S) AND INSTALLATION INCLUDED IN THE CONTRACT UNIT PRICE.

3. ALL COSTS OF HP-WC INCLUDING ACCESS TO THE ITEMS TO BE CLEANED, DISPOSAL OF DEBRIS, LABOR, MATERIALS, TOOLS, AND INCIDENTALS NECESSARY TO COMPLETE THE WORK, INCLUDING THE

ACQUISITION, TRANSPORTATION, AND STORAGE OF CLEAN, NON-CHLORINATED WATER INCLUDED IN THE

CONTRACT PRICE.

4. PAYMENT WILL BE BASED ON MEASURED QUANTITIES. ALL COSTS OF REPAIR, SAW-CUTTING, CLEANING AND PREPARING CONCRETE SURFACES FOR REPAIR, REINFORCEMENT, AND FORMING INCLUDED IN THE

CONTRACT PRICE.

5. PAYMENT WILL BE BASED ON PLAN QUANTITIES. ALL COSTS OF PAINTING INCLUDING ACCESS TO ITEMS TO BE PAINTED, ABRASIVE BLAST CLEANING PREPARATION, AND PAINTING I NCLUDED IN THE CONTRACT PRICE.

6. SET OF 3 HOLES. PAYMENT WILL BE BASED ON PLAN QUANTITIES. ALL COSTS OF DRILLING HOLES INCLUDING

DRILLING, LABOR, AND EQUIPMENT INCLUDED IN THE CONTRACT UNIT PRICE.

7. PAYMENT WILL BE BASED ON PLAN QUANTITIES. ALL COSTS OF REPAIR, INCLUDING CLEANING AND

PREPARING SURFACE FOR REPAIR, AND FORMING INCLUDED IN THE CONTRACT PRICE.

8. PAYMENT WILL BE BASED ON MEASURED QUANTITIES. LENGTH SHOWN IS AN ESTIMATE AND INCLUDES

ADDITIONAL QUANTITY BEYOND THAT SHOWN IN THE PLANS. ALL COSTS OF CRACK SEALING,

INJECTION PORT INSTALLATION, AND INJECTION OF EPOXY INCLUDED IN THE CONTRACT PRICE.

9. PAYMENT WILL BE BASED ON PLAN QUANTITIES. ALL COSTS ASSOCIATED WITH REATTACHING GRATING COVERS AND INSTALLATION OF SADDLE CLIPS INCLUDED IN THE CONTRACT UNIT PRICE.

10. ALL COSTS ASSOCIATED WITH FABRICATION OF REPLACEMENT COMPONENT(S) AND INSTALLATION

INCLUDED IN THE CONTRACT UNIT PRICE.

11. ALL COSTS OF REPAIR, INCLUDING FABRICATION OF THE REPLACEMENT COMPONENT(S),

MOBILIZATION, REMOVAL OF MITER GATE, AND INSTALLATION INCLUDED IN THE CONTRACT UNIT

PRICE.

12. REPLACE MISSING SECTION OF DEBRIS GUARD AT CREST GATE. WORK INCLUDES DRILLING AND EPOXY EMBEDDING NEW ANCHOR BOLTS IN AREAS WHERE EXISTING ANCHOR BOLTS ARE MISSING.

CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ALL COSTS OF REPAIR, INCLUDING FABRICATION

OF THE REPLACEMENT COMPONENT(S), MOBILIZATION, DRILLING, EPOXY, AND INSTALLATION

INCLUDED IN THE CONTRACT UNIT PRICE.

13. REPLACE RUBBER BELT HINGE AND MISSING ANCHOR BOLTS FOR EACH DEBRIS GUARD. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ALL COSTS OF REPAIR, INCLUDING FABRICATION OF THE REPLACEMENT COMPONENT(S), MOBILIZATION, DRILLING, EPOXY, AND INSTALLATION INCLUDED IN

THE CONTRACT UNIT PRICE.

14. REATTACH HYDRAULIC LINE COVER PLATE. CONTRACTOR TO FIELD VERIFY ALL DIMENSIONS. ALL

COSTS ASSOCIATED WITH REATTACHING COVER PLATE, REMOVING DAMAGED ANCHOR BOLTS,

INSTALLING NEW ANCHOR BOLTS AND GASKETS, AND RESEALING INCLUDED IN THE CONTRACT UNIT

PRICE.

15. ALL COSTS ASSOCIATED WITH FABRICATION OF REPLACEMENT COMPONENT(S) AND INSTALLATION

INCLUDED IN THE CONTRACT PRICE.

PAY ITEM NOTES

ADD ALTERNATE BID PAY QUANTITIES

16 SPEC. HANDRAIL REPAIR (1, 10) EA. 1

17 SPEC.

REPLACE MITER GATE LOWER BEARING BRACKET

ASSEMBLY

(1, 11) L.S. 1

18 SPEC. REPLACE DEBRIS GUARD (1, 12) EA. 1

19 SPEC. REPAIR DEBRIS GUARD (1, 13) EA. 1

20 SPEC. REATTACH HYDRAULIC LINE COVER PLATE (1, 14) EA. 1

21 SPEC. REPLACE CREST GATE SUPPORT STRUTS (1, 15) EA. 1

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AutoCAD SHX Text N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S2.2 - General Structural Notes.dwg Deanne Brittian 8/7/2025 Deanne Brittian 8/7/2025Deanne Brittian 8/7/2025 8/7/20258/7/2025

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S2.2 - General Structural Notes.dwg Deanne Brittian 8/7/2025 Deanne Brittian 8/7/2025Deanne Brittian 8/7/2025 8/7/20258/7/2025

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PLAN

REFERENCE PLAN

SCALE: 1" = 20'-0"

N O

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S12

BOAT LOCK

REPAIR KEY NOTES - MASTER LIST

BASE BID ITEMS

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO 2/S16.

PAINT TYPE 'A', REFER TO GENERAL NOTES AND SPECIFICATIONS - TECHNICAL.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND SPECIFICATIONS - TECHNICAL.

DRILL (3) 3

8" ̧HOLES AT BASE OF HYDRAULIC CYLINDER CREST GATE BRACKET 3

8" STEEL

PLATE TO ALLOW PONDED WATER TO DRAIN THRU THE BRACKET. REFER TO SHEET

7/S14.

DEMOLISH & REPLACE EXIST. GROUT PAD.

EPOXY INJECT CRACK, REFER TO 3/S16.

REPLACE MISSING NAPPE BREAKER ATTACHMENTS, REFER TO SHEET 1/S16.

REPAIR SAFETY RAIL ON BOAT LOCK, REFER TO GENERAL NOTES AND SPECIFICATIONS -

TECHNICAL.

HIGH-PRESSURE WATER CLEAN (HP-WC) CONCRETE LOCK WALLS.

REPLACE NEOPRENE J-SEALS.

REATTACH HYDRAULIC CYLINDER GRATING COVER, REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

N O

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ALTERNATE BID ITEMS

REPLACE HANDRAIL.

REPLACE MITER GATE LOWER BEARING BRACKET ASSEMBLY.

REPLACE DEBRIS GUARD PANELS.

REPAIR DEBRIS GUARD PANELS.

REATTACH HYDRAULIC LINE COVER PLATES.

REPLACE CREST GATE SUPPORT STRUTS.

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S3 - Plan & Notes.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

NOTE:

LADDERS AND MECHANICAL EQUIPMENT

NOT SHOWN FOR CLARITY.

LEGEND

CRACK REPAIR

GROUT PAD REPLACEMENT

ABUTMENT NO. 1 SPILLWAY RETAINIING WALL

SCALE: 3/16" = 1'-0"

ABUTMENT NO. 1 NORTH ELEVATION

SCALE: 3/16" = 1'-0"

PLAN AT ABUTMENT NO. 1

SCALE: 3/16" = 1'-0"

12.0 L.F.

(TOTAL)

11.0 L.F.

(TOTAL)

FAT SLUICE GATE

OPERATOR PLATE

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

REPAIR KEY NOTES

DEMOLISH & REPLACE EXIST. GROUT PAD.

EPOXY INJECT CRACK, REFER TO DETAIL

3/S16.

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PLAN AND ELEVATION

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LEGEND

CRACK REPAIR

N O

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SOUTH ELEVATION

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

NORTH ELEVATION

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

PLAN AT PIER NO. 1

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

DHYDRAULIC CYLINDER

SUPPORT BRACKET (1)

TOTAL THIS PIER

6'-6"! SLUICE GATE

! PIER NO. 1

ELEVATION

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

CREST GATE

SIDE SEAL

PLATE

4'-0" x 4'-0" CAST IRON

SLUICE GATE

8.0 L.F.

(TOTAL)

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO DETAIL 2/S16.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

PIER NO. 1

PLAN AND ELEVATION

AutoCAD SHX Text S5

AutoCAD SHX Text S14

AutoCAD SHX Text S5

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S5 - Pier 1.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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CONCRETE REPAIR

LEGEND

CRACK REPAIR

SOUTH ELEVATION

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

NORTH ELEVATION

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

N O

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PLAN AT PIER NO. 2

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

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

1 1

A A

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

D D

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

18.0 L.F.

(TOTAL)

6.0 L.F.

(TOTAL)

8.0 L.F.

(TOTAL)

18.0 L.F.

(TOTAL)

EAST ELEVATION

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

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO DETAIL 2/S16.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

1.5 L.F.

(TOTAL)

5.0 L.F.

(TOTAL)

1.5 L.F.

(TOTAL)

PIER NO. 2

PLAN AND ELEVATION

AutoCAD SHX Text S6

AutoCAD SHX Text S14

AutoCAD SHX Text S6

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S6 - Pier 2.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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CONCRETE REPAIR

LEGEND

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SOUTH ELEVATION

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

NORTH ELEVATION

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

N O

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PLAN AT PIER NO. 3

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2 3

A A

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

9.0 L.F.

(TOTAL)

16.0 L.F.

(TOTAL)

EAST ELEVATION

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

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO DETAIL 2/S16.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

5.0 L.F.

(TOTAL)

1.5 L.F.

(TOTAL)

1.5 L.F.

(TOTAL)

PIER NO. 3

PLAN AND ELEVATION

AutoCAD SHX Text S14

AutoCAD SHX Text S7

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N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S7 - Pier 3.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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LADDERS AND MECHANICAL EQUIPMENT

NOT SHOWN FOR CLARITY.

CONCRETE REPAIR

LEGEND

CRACK REPAIR

SOUTH ELEVATION

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

NORTH ELEVATION

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

N O

. 4

PLAN AT PIER NO. 4

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

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

EAST ELEVATION

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

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

14.0 L.F.

(TOTAL)

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO DETAIL 2/S16.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

3.0 L.F.

(TOTAL)

PIER NO. 4

PLAN AND ELEVATION

AutoCAD SHX Text S14

AutoCAD SHX Text S8

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S8 - Pier 4.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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SHEET

SHEET NAME

D R

NOTE:

LADDERS AND MECHANICAL EQUIPMENT

NOT SHOWN FOR CLARITY.

CONCRETE REPAIR

LEGEND

CRACK REPAIR

SOUTH ELEVATION

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

NORTH ELEVATION

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

N O

. 5

PLAN AT PIER NO. 5

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

A A

2 3

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

EAST ELEVATION

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

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

5.0 L.F.

TOTAL

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

CONCRETE PATCHING REPAIR, REFER TO DETAIL 2/S16.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

PIER NO. 5

PLAN AND ELEVATION

AutoCAD SHX Text S14

AutoCAD SHX Text S9

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S9 - Pier 5.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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LEGEND

CRACK REPAIR

LAH

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NOTE:

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LEGEND

CRACK REPAIR

S10

SOUTH ELEVATION

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

S10

NORTH ELEVATION

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

N O

. 6

S10

PLAN AT PIER NO. 6

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

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

D D

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

3.0 L.F.

(TOTAL)

S10

SOUTH ELEVATION

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

S10

NORTH ELEVATION

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

N O

. 6

S10

PLAN AT PIER NO. 6

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

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

HYDRAULIC CYLINDER

SUPPORT BRACKET

(2) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

CREST GATE SIDE SEAL

PLATE

D D

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

3.0 L.F.

(TOTAL)

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

S10

PIER NO. 6

PLAN AND ELEVATION

AutoCAD SHX Text S14

AutoCAD SHX Text S10

AutoCAD SHX Text S14

AutoCAD SHX Text S10

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S10 - Pier 6.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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NOTE:

LADDERS AND MECHANICAL EQUIPMENT

NOT SHOWN FOR CLARITY.

LEGEND

CRACK REPAIR

S11

SOUTH ELEVATION

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

S11

NORTH ELEVATION

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

N O

. 7

HYDRAULIC CYLINDER

SUPPORT BRACKET

(1) TOTAL THIS PIER

CREST GATE SIDE SEAL

PLATE

10'-0"

! SLUICE GATE

! PIER NO. 7

S11

ELEVATION

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

4'-0" x 4'-0" CAST IRON

SLUICE GATE

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES

FOR HIGH-PRESSURE WATER JET CLEANING &

PAINTING INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. HYDRAULIC PISTONS, LADDERS AND

MECHANICAL EQUIPMENT NOT SHOWN FOR

CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

4. THE LIMITS OF THE CONCRETE REPAIRS ARE

BASED ON AN ASSESSMENT PERFORMED

BEFORE THE PRODUCTION OF THESE PLANS

THAT DID NOT INCLUDE AN UNDERWATER

INSPECTION. ANY ADDITIONAL QUANTITY OF

REPAIR FOUND TO BE REQUIRED ONCE THE

WATER LEVEL IS LOWERED WILL BE PAID FOR

IN THE CONTRACT UNIT PRICE OF THE

APPROPRIATE PAY ITEM.

6.0 L.F.

(TOTAL)

G 10.0 L.F.

(TOTAL)

4.0 L.F.

(TOTAL)

S11

WEST ELEVATION

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

S11

EAST ELEVATION

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

S11

PLAN AT PIER NO. 7

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

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

PAINT TYPE 'B', REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL.

EPOXY INJECT CRACK, REFER TO DETAIL 3/S16.

2.0 L.F.

(TOTAL)

3.0 L.F.

(TOTAL)

1.5 L.F.

(TOTAL)

S11

PIER NO. 7

PLAN AND ELEVATION

AutoCAD SHX Text S14

AutoCAD SHX Text S11

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S11 - Pier 7.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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S12

PLAN AT BOAT LOCK

SCALE: 3/16" = 1'-0"

AT SLUICE GATE

OPERATOR PLATE

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES FOR

GROUT PAD INFO.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL"

FOR PHOTOS.

3. LADDERS AND MECHANICAL EQUIPMENT NOT

SHOWN FOR CLARITY. INCLUDE ALL COSTS OF

REMOVING LADDERS FOR CONCRETE REPAIR IF

NECESSARY IN CONCRETE UNIT COST.

REPAIR KEY NOTES

CONCRETE PATCHING REPAIR. REFER TO

DETAIL 2/S16.

DEMOLISH & REPLACE EXIST. GROUT PAD.

EPOXY INJECT CRACK, REFER TO DETAIL

3/S16.

REPAIR SAFETY RAIL ON BOAT LOCK.

REFER TO GENERAL NOTES AND

SPECIFICATIONS - TECHNICAL

LEGEND

CONCRETE REPAIR

GROUT PAD REPLACEMENT

FAT SLUICE GATE

OPERATOR PLATE

5.0 L.F.

(TOTAL)

I I

5 5

CRACK REPAIR

S12

ABUTMENT NO. 2

(BOAT LOCK)

PLAN

AutoCAD SHX Text S15

AutoCAD SHX Text S13

AutoCAD SHX Text S15

AutoCAD SHX Text S16

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S12 - Abutment 2 Plan.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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S13

SOUTH ELEVATION BOAT LOCK NORTH WALL

SCALE: 3/16" = 1'-0"

S13

NORTH ELEVATION BOAT LOCK SOUTH WALL

SCALE: 3/16" = 1'-0"

A STAINLESS

STEEL COVER

5'-0" x 5'-0" CAST IRON

SLUICE GATES, TYP. (6)

PLACES.

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET CLEANING.

HIGH-PRESSURE WATER CLEAN (HP-WC)

CONCRETE LOCK WALLS.

LEGEND

CONCRETE REPAIR4. THE LIMITS OF THE CONCRETE REPAIRS ARE BASED

ON AN ASSESSMENT PERFORMED BEFORE THE

PRODUCTION OF THESE PLANS THAT DID NOT INCLUDE

AN UNDERWATER INSPECTION. ANY ADDITIONAL

QUANTITY OF REPAIR FOUND TO BE REQUIRED ONCE

THE WATER LEVEL IS LOWERED WILL BE PAID FOR IN THE

CONTRACT UNIT PRICE OF THE APPROPRIATE PAY ITEM.

5. NO DETERIORATION NOTED ON SOUTH ELEVATION

BOAT LOCK SOUTHWALL.

SHEET GENERAL NOTES

1. REFER TO GENERAL STRUCTURAL NOTES FOR

HIGH-PRESSURE WATER JET CLEANING & PAINTING

INFORMATION.

2. REFER TO "SPECIAL PROVISIONS-TECHNICAL" FOR

PHOTOS.

3. LADDERS AND MECHANICAL EQUIPMENT NOT SHOWN

FOR CLARITY. INCLUDE ALL COSTS OF REMOVING

LADDERS FOR CONCRETE REPAIR IF NECESSARY IN

CONCRETE UNIT COST.

JJ J

JJJ

S13

ABUTMENT NO. 2

(BOAT LOCK)

ELEVATIONS

N:\OKC\Bridge\Bridge Projects\Production\3 City of OKC\MC-0744-A On Call Structures\250259 Brum Dam Rehab\6 Drawings\S13 - Abutment 2 Elevation.dwg Deanne Brittian 8/5/2025 Deanne Brittian 8/5/2025Deanne Brittian 8/5/2025 8/5/20258/5/2025

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GATE LEAF

END PLATE

S14

CREST GATE

SIDE SEAL DETAIL

SCALE: 3" = 1'-0"

NEOPRENE L-SEAL

S14

CREST GATE BOTTOM SEAL

SCALE: 3" = 1'-0"

NEOPRENE

L-SEAL A

C SEAL SUPPORT

BRACKET

6'-0" 6'-0"

18'-0"18'-0"

48'-0"

6'-6"

2L6x6x1

2 SUPPORT

STRUT

(REMOVE PRIOR TO

GATE OPERATION)

S14

CREST GATE SECTION

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

WORK APPLIES TO

(6) GATES TOTAL

S14

CREST GATE ELEVATION (LOOKING UPSTREAM)

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

CCREST GATE, FRONT

& BACK

CCREST GATE,

EA. END

C SUPPORT STRUTS,

(4) PER GATE

REPAIR KEY NOTES

HIGH-PRESSURE WATER JET…

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File details come from the government source that posted it. Updated Sep 10, 2025.