1_Plans_BidPct_WCS_E-D.pdf
PDF 9 MB Posted
- Attached to
- Multi-Bridge Repair at Seney NWR
- Solicitation number
- 140F0821R0008
About this file
This document package includes plans and specifications for repair work on bridges and water control structures at the Seney National Wildlife Refuge. The project involves repairs to the concrete abutments, piers, and deck of Bridge E-D over Pool E, as well as the adjacent water control structure. Work includes concrete patching, application of polymer overlay, replacement of timber stoplogs, installation of riprap scour protection, and replacement of guardrails and signs. Bids for the repair work are due by August 21, 2022. The selected contractor will be responsible for demolition, concrete and masonry repair, installation of new stoplogs, and related construction activities according to the design plans and specifications.
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Other files
| File | Type | Posted |
|---|---|---|
| Sol_140F0821R0008_Amd_0002.pdf | ||
| Question_and_Answer_Document_AE_0002.pdf | ||
| Sol_140F0821R0008_Amd_0001.pdf | ||
| 11_Price_Schedule.pdf | ||
| 7_Plans_C-B.pdf | ||
| 3_Plans_F-E.pdf | ||
| Sol_140F0821R0008.pdf | ||
| 9_General_Location_Maps.pdf | ||
| 6_Specs_E-C.pdf | ||
| 4_Specs_F-E.pdf | ||
| 2_Specs_BidPct_WCS_E-D.pdf | ||
| 8_Specs_C-B.pdf | ||
| 10_Wage_Rates.pdf | ||
| 5_Plans_E-C.pdf |
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Text version
SENEY
NATIONAL WILDLIFE REFUGE
WATER CONTROL STRUCTURE REPAIR
U.S.
FISH & WILDLIFE
SERVICE
D
EPARTMENT OF THE INTERIO
R
REVISION DATE DESCRIPTION BY
DESIGNED: DRAWN: DATE: CHECKED:
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
UNITED STATES DEPARTMENT OF THE INTERIOR
FISH AND WILDLIFE SERVICE
MIDWEST REGION NO.3
Infrastructure Management Division
5600 American Blvd. West, Suite 990
Bloomington, MN 55437-1458
PROJECT NUMBER:
20-RF-010
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
DRAWING INDEX
THIS ITEM HAS BEEN DIGITALLY SIGNED AND
SEALED BY
THE ABOVE NAMED PROFESSIONAL ENGINEER
SHALL BE RESPONSIBLE FOR THE SHEETS
INDICATED ABOVE IN THE DRAWING INDEX.
PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE
SIGNATURE MUST BE VERIFIED ON ANY
ELECTRONIC COPIES.
ON THE DATE ADJACENT TO THE SEAL.
SIGNATURE:
OR PRINTED)
NAME:(TYPED
LICENSE #:
DATE:
I HEREBY CERTIFY THAT THIS PLAN, SPECIFICATION
OR REPORT WAS PREPARED BY ME OR UNDER MY
DIRECT SUPERVISION AND THAT I AM A DULY
LICENSED PROFESSIONAL ENGINEER UNDER THE
LAWS OF THE STATE OF MICHIGAN.
LUIS J. SANTANA II
06-30-21 6201060000
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COUNTY MAP
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NO SCALE
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LOCATION MAP
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NO SCALE
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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COVER
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20-RF-010
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ROBERTS
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DJL
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DING
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SNY3001G4
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3R-MI-180-3001
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FOR BID
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PROJECT LOCATION
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SCHOOLCRAFT COUNTY
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PREPARED BY:
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PROJECT LOCATION WCS E-D
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MICHIGAN 77
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MARSHLAND WILDLIFE DRIVE
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REFUGE ENTRANCE ROAD
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FISHING LOOP
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AutoCAD SHX Text COVER SHEET, COUNTY/LOCATION MAPS AND DRAWING INDEX GENERAL NOTES CONSTRUCTION STAGING PLAN - E-D SITE PLAN - E-D DEMOLITION PLAN - E-D WATER CONTROL STRUCTURE REPAIR - E-D REPAIR DETAILS STRUCTURAL DETAILS SIGN DETAILS PHOTOGRAPH DETAILS
AutoCAD SHX Text SNY3001G4 SNY3002S4 SNY3003C0 SNY3004C0 SNY3005D0 SNY3006S0 SNY3007S2 SNY3008S2 SNY3009S2 SNY3010S2
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SHT NO.
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DESCRIPTION
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CADD NAME
AutoCAD SHX Text GENERAL DRAWING NOTE: THE U.S. FISH AND WILDLIFE SERVICE, REGION 3 CADD DRAWINGS ARE DRAWN ON A 22" X 34" STANDARD "D" SIZE SHEET (FULL SIZE) 100%, WHEN PLOTTING DRAWINGS AT DIFFERENT PERCENTAGES BAR SCALES ON DRAWINGS SHALL BE USED FOR MEASURING.
Luis Santana luis Clear
CONCRETE REPAIR SCHEDULE
CONCRETE CONDITION REPAIR METHOD REFERENCE SPECIFICATION
AND DETAIL NOTES
CONCRETE DETERIORATION IS
SIGNIFICANT (THICKNESS GREATER THAN
2")
CONCRETE PATCHING PREPARATION
(THICK PATCH)
DIVISION 03, SECTION 03 01 30-17.
DETAILS 7 AND 8 OF SHEET 7/9
(1) IF REBARS SHOW SIGNS OF SIGNIFICANT CORROSION, OR REBARS ARE
DAMAGED DURING CONCRETE REMOVAL, REBARS SHALL BE CUT AND DETAIL 8
OF SHEET 7/9 USED FOR REPAIR.
(2) IF THICKNESS OF CONCRETE REMOVAL EXCEEDS 2" TO REACH SOUND
AGGREGATE, USE DETAIL 8 OF SHEET 7/9.
CONCRETE DETERIORATION IS SURFICIAL
(THICKNESS 2" OR LESS)
POLYMER-CEMENT MORTAR PATCH
PREPARATION (THIN PATCH)
DIVISION 03, SECTION 03 01 30-17.
DETAILS 7 AND 8 OF SHEET 7/9
DEPTH OF PATCH SHALL NOT EXCEED 2". NO REBAR IS REQUIRED. FOLLOW
MORTAR MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR
APPLICATION. FOLLOW DETAIL 7 OF SHEET 7/9.
MINOR DETERIORATION WITH EXPOSED
AGGREGATES
POLYMER-CEMENT MORTAR COAT
PREPARATION
DIVISION 03, SECTION 03013 3.07 FOLLOW MORTAR MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR
PREPARATION AND APPLICATION.
CONCRETE SHOWS CRACKING OR SIGNS
OF SEPARATION
INJECTION - EPOXY RESIN DIVISION 03, SECTION 03013 3.08 FOLLOW MORTAR MANUFACTURER'S RECOMMENDATIONS AND INSTRUCTIONS FOR
PREPARATION AND APPLICATION.
NOTE:
SEE SPECIFICATIONS DIVISION 03 SECTION 03 01 30-17 CONCRETE STRUCTURE REHABILITATION FOR REPAIR PROCEDURE AND OTHER REQUIREMENTS.
REVISION DATE DESCRIPTION BY
DESIGNED: DRAWN: DATE: CHECKED:
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
AutoCAD SHX Text GENERAL NOTES: 1. DESIGN BASED ON SURVEY INFORMATION PROVIDED BY COLEMAN ENGINEERING COMPANY. 2. SURVEY DATE: 11/25/2020 ALL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT LL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT DESIGNATION W 193, PID RJ0464. MSL = NAVD88 - 0.055 FT 3. MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, ENGINEER, OTHER CONTRACTORS AND EMERGENCY PERSONNEL DURING CONSTRUCTION. STRUCTURES SHALL BE CLOSED TO THE STRUCTURES SHALL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. 4. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION. 5. NO UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE VICINITY OF THE EXCAVATION. 6. AT LEAST 3 DAYS BEFORE BEGINNING EXCAVATION THE CONTRACTOR SHALL CONTACT MISS DIG TO LOCATE UNDERGROUND UTILITIES OR VERIFY THAT NO UTILITIES EXIST IN THE AREA OF PROPOSED EXCAVATION. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. 7. PRIOR TO BACKFILLING, OBTAIN, RECORD, AND PROVIDE TO ENGINEER THE IN PLACE LOCATION AND ELEVATION OF PIPES, FITTINGS AND STRUCTURES. 8. FURNISH AND INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THESE SHEETS, THE STORM WATER POLLUTION PREVENTION PLAN AND THE SPECIFICATIONS. 9. PROVIDE APPROPRIATE EROSION CONTROL AT ALL DISTURBED AREAS ON SITE. CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL VEGETATION IS ESTABLISHED. 10. CONTOURS AND ELEVATIONS SHOWN ARE TO TOP OF FINISHED SURFACE. 11. ALL EARTH SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE. 12. SLOPE EXCAVATIONS UNIFORMLY TO INDICATED ELEVATIONS, AND TO PROVIDE POSITIVE DRAIN. STRUCTURAL DESIGN CRITERIA: 1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018; PUBLISHED BY INTERNATIONAL CODE COUNCIL, INC. 2. AMERICAN NATIONAL STANDARDS INSTITUTE CODE, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; PUBLISHED BY AMERICAN NATIONAL STANDARDS INSTITUTE, INC. 3. STEEL DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN (ASD). PUBLISHED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 4. CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-19; PUBLISHED BY AMERICAN CONCRETE INSTITUTE. 5. STRUCTURAL STEEL: SEE SPECIFICATION. 6. CONCRETE COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS. 7. REINFORCING STEEL: ASTM A615, GRADE 60. 8. WELDED WIRE FABRIC: ASTM A185. 9. FROST DEPTH: 5 FEET. FIELD MEASUREMENT NOTES: 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR. 2. CONTRACTOR'S STRUCTURAL DETAILER SHALL MAKE NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURAL CONNECTIONS TO ENSURE NEW CONNECTION DETAILS SHOWN ON SHOP DRAWINGS ARE COMPATIBLE WITH EXISTING CONNECTIONS AND ARE CONSTRUCTABLE AS DETAILED. CONCRETE NOTES: 1. EXPOSED CONCRETE CORNER CHAMFER: 1/2" UNLESS SHOWN OTHERWISE. 2. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 3. CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED. 4. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINTS IN SLABS FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 5. DO NOT PERFORM ANY OPERATIONS NEAR GROUND SLAB PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 6. CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF STRUCTURES DURING CONSTRUCTION. 7. DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY GOVERNMENT REPRESENTATIVE. REINFORCING STEEL NOTES: 1. CONFORM WITH ACI 318 AND ACI STANDARD "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE. 3. SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN GOVERNMENT REPRESENTATIVE'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED BY GOVERNMENT REPRESENTATIVE. CUTTING OF REINFORCING BARS IS NOT PERMITTED. 4. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 5. TERMINATE ALL REINFORCING STEEL AT EXPANSION JOINTS UNLESS SHOWN OTHERWISE. 6. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED. 7. LAP ALL #11 AND SMALLER BAR SPLICES AND WELD OR MECHANICALLY CONNECT ALL #14 AND LARGER BAR SPLICES UNLESS APPROVED OTHERWISE BY GOVERNMENT REPRESENTATIVE. 8. MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE. A. CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4500 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING: 1) CLEAR SPACING OF BARS > 2 BAR DIA AND COVER > BAR DIA, OR > 2 BAR DIA AND COVER > BAR DIA, OR 2 BAR DIA AND COVER > BAR DIA, OR > BAR DIA, OR BAR DIA, OR 2) CLEAR SPACING OF BARS > DIA BAR AND COVER > DIA BAR, AND > DIA BAR AND COVER > DIA BAR, AND DIA BAR AND COVER > DIA BAR, AND > DIA BAR, AND DIA BAR, AND STIRRUPS OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM. B. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. C. EPOXY COATED REINFORCING STEEL: 1) USE 1.5 TIMES LAP LENGTH LISTED IN TABLE WHERE COVER IS LESS THAN THREE BAR DIAMETERS OR CENTER TO CENTER SPACING OF BARS IS LESS THAN 7 BAR DIAMETERS. 2) USE 1.2 TIMES LAP LENGTH LISTED IN TABLE FOR BARS WHERE COVER AND SPACING BOTH EXCEED VALUES LISTED IN ITEM 1). 9. SPLICE LAP LENGTH FOR WELDED WIRE FABRIC SHALL BE NOT LESS THAN 6" OR SPACING OF WIRES PLUS 2", WHICHEVER IS GREATER. 10. REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY GOVERNMENT REPRESENTATIVE. 11. FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE. 12. PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS END OF ALL BEAMS UNLESS SHOWN OTHERWISE. 13. EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED. 14. ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY GOVERNMENT REPRESENTATIVE. 15. ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE. PLACING BARS INTO WET CONCRETE IS PROHIBITED. 16. REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH OR WEATHER. 17. CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN TOLERANCE PER ACI 318-19 REQUIREMENTS.
AutoCAD SHX Text GENERAL NOTES: 1. DESIGN BASED ON SURVEY INFORMATION PROVIDED BY COLEMAN ENGINEERING COMPANY. 2. SURVEY DATE: 11/25/2020 ALL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT LL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT DESIGNATION W 193, PID RJ0464. MSL = NAVD88 - 0.055 FT 3. MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, ENGINEER, OTHER CONTRACTORS AND EMERGENCY PERSONNEL DURING CONSTRUCTION. STRUCTURES SHALL BE CLOSED TO THE STRUCTURES SHALL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. 4. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION. 5. NO UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE VICINITY OF THE EXCAVATION. 6. AT LEAST 3 DAYS BEFORE BEGINNING EXCAVATION THE CONTRACTOR SHALL CONTACT MISS DIG TO LOCATE UNDERGROUND UTILITIES OR VERIFY THAT NO UTILITIES EXIST IN THE AREA OF PROPOSED EXCAVATION. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. 7. PRIOR TO BACKFILLING, OBTAIN, RECORD, AND PROVIDE TO ENGINEER THE IN PLACE LOCATION AND ELEVATION OF PIPES, FITTINGS AND STRUCTURES. 8. FURNISH AND INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THESE SHEETS, THE STORM WATER POLLUTION PREVENTION PLAN AND THE SPECIFICATIONS. 9. PROVIDE APPROPRIATE EROSION CONTROL AT ALL DISTURBED AREAS ON SITE. CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL VEGETATION IS ESTABLISHED. 10. CONTOURS AND ELEVATIONS SHOWN ARE TO TOP OF FINISHED SURFACE. 11. ALL EARTH SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE. 12. SLOPE EXCAVATIONS UNIFORMLY TO INDICATED ELEVATIONS, AND TO PROVIDE POSITIVE DRAIN. STRUCTURAL DESIGN CRITERIA: 1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018; PUBLISHED BY INTERNATIONAL CODE COUNCIL, INC. 2. AMERICAN NATIONAL STANDARDS INSTITUTE CODE, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; PUBLISHED BY AMERICAN NATIONAL STANDARDS INSTITUTE, INC. 3. STEEL DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN (ASD). PUBLISHED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 4. CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-19; PUBLISHED BY AMERICAN CONCRETE INSTITUTE. 5. STRUCTURAL STEEL: SEE SPECIFICATION. 6. CONCRETE COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS. 7. REINFORCING STEEL: ASTM A615, GRADE 60. 8. WELDED WIRE FABRIC: ASTM A185. 9. FROST DEPTH: 5 FEET. FIELD MEASUREMENT NOTES: 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR. 2. CONTRACTOR'S STRUCTURAL DETAILER SHALL MAKE NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURAL CONNECTIONS TO ENSURE NEW CONNECTION DETAILS SHOWN ON SHOP DRAWINGS ARE COMPATIBLE WITH EXISTING CONNECTIONS AND ARE CONSTRUCTABLE AS DETAILED. CONCRETE NOTES: 1. EXPOSED CONCRETE CORNER CHAMFER: 1/2" UNLESS SHOWN OTHERWISE. 2. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 3. CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED. 4. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINTS IN SLABS FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 5. DO NOT PERFORM ANY OPERATIONS NEAR GROUND SLAB PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 6. CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF STRUCTURES DURING CONSTRUCTION. 7. DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY GOVERNMENT REPRESENTATIVE. REINFORCING STEEL NOTES: 1. CONFORM WITH ACI 318 AND ACI STANDARD "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE. 3. SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN GOVERNMENT REPRESENTATIVE'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED BY GOVERNMENT REPRESENTATIVE. CUTTING OF REINFORCING BARS IS NOT PERMITTED. 4. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 5. TERMINATE ALL REINFORCING STEEL AT EXPANSION JOINTS UNLESS SHOWN OTHERWISE. 6. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED. 7. LAP ALL #11 AND SMALLER BAR SPLICES AND WELD OR MECHANICALLY CONNECT ALL #14 AND LARGER BAR SPLICES UNLESS APPROVED OTHERWISE BY GOVERNMENT REPRESENTATIVE. 8. MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE. A. CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4500 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING: 1) CLEAR SPACING OF BARS > 2 BAR DIA AND COVER > BAR DIA, OR > 2 BAR DIA AND COVER > BAR DIA, OR 2 BAR DIA AND COVER > BAR DIA, OR > BAR DIA, OR BAR DIA, OR 2) CLEAR SPACING OF BARS > DIA BAR AND COVER > DIA BAR, AND > DIA BAR AND COVER > DIA BAR, AND DIA BAR AND COVER > DIA BAR, AND > DIA BAR, AND DIA BAR, AND STIRRUPS OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM. B. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. C. EPOXY COATED REINFORCING STEEL: 1) USE 1.5 TIMES LAP LENGTH LISTED IN TABLE WHERE COVER IS LESS THAN THREE BAR DIAMETERS OR CENTER TO CENTER SPACING OF BARS IS LESS THAN 7 BAR DIAMETERS. 2) USE 1.2 TIMES LAP LENGTH LISTED IN TABLE FOR BARS WHERE COVER AND SPACING BOTH EXCEED VALUES LISTED IN ITEM 1). 9. SPLICE LAP LENGTH FOR WELDED WIRE FABRIC SHALL BE NOT LESS THAN 6" OR SPACING OF WIRES PLUS 2", WHICHEVER IS GREATER. 10. REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY GOVERNMENT REPRESENTATIVE. 11. FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE. 12. PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS END OF ALL BEAMS UNLESS SHOWN OTHERWISE. 13. EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED. 14. ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY GOVERNMENT REPRESENTATIVE. 15. ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE. PLACING BARS INTO WET CONCRETE IS PROHIBITED. 16. REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH OR WEATHER. 17. CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN TOLERANCE PER ACI 318-19 REQUIREMENTS.
AutoCAD SHX Text GENERAL NOTES: 1. DESIGN BASED ON SURVEY INFORMATION PROVIDED BY COLEMAN ENGINEERING COMPANY. 2. SURVEY DATE: 11/25/2020 ALL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT LL ELEVATIONS SHOWN ARE NAVD 88. THE SURVEY WAS TIED TO NGS MONUMENT DESIGNATION W 193, PID RJ0464. MSL = NAVD88 - 0.055 FT 3. MAINTAIN ACCESS TO SITE AND SITE FACILITIES FOR OWNER, ENGINEER, OTHER CONTRACTORS AND EMERGENCY PERSONNEL DURING CONSTRUCTION. STRUCTURES SHALL BE CLOSED TO THE STRUCTURES SHALL BE CLOSED TO THE PUBLIC DURING CONSTRUCTION. 4. MAINTAIN DRAINAGE, BOTH SURFACE AND SUBSURFACE, THROUGHOUT CONSTRUCTION. 5. NO UNDERGROUND UTILITIES ARE KNOWN TO EXIST IN THE VICINITY OF THE EXCAVATION. 6. AT LEAST 3 DAYS BEFORE BEGINNING EXCAVATION THE CONTRACTOR SHALL CONTACT MISS DIG TO LOCATE UNDERGROUND UTILITIES OR VERIFY THAT NO UTILITIES EXIST IN THE AREA OF PROPOSED EXCAVATION. PROTECT ALL EXISTING UTILITIES FROM DAMAGE DURING CONSTRUCTION. 7. PRIOR TO BACKFILLING, OBTAIN, RECORD, AND PROVIDE TO ENGINEER THE IN PLACE LOCATION AND ELEVATION OF PIPES, FITTINGS AND STRUCTURES. 8. FURNISH AND INSTALL EROSION CONTROL DEVICES IN ACCORDANCE WITH THESE SHEETS, THE STORM WATER POLLUTION PREVENTION PLAN AND THE SPECIFICATIONS. 9. PROVIDE APPROPRIATE EROSION CONTROL AT ALL DISTURBED AREAS ON SITE. CONTROLS SHALL REMAIN IN PLACE UNTIL FINAL VEGETATION IS ESTABLISHED. 10. CONTOURS AND ELEVATIONS SHOWN ARE TO TOP OF FINISHED SURFACE. 11. ALL EARTH SLOPES SHALL BE 3:1 OR FLATTER UNLESS NOTED OTHERWISE. 12. SLOPE EXCAVATIONS UNIFORMLY TO INDICATED ELEVATIONS, AND TO PROVIDE POSITIVE DRAIN. STRUCTURAL DESIGN CRITERIA: 1. BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018; PUBLISHED BY INTERNATIONAL CODE COUNCIL, INC. 2. AMERICAN NATIONAL STANDARDS INSTITUTE CODE, ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES; PUBLISHED BY AMERICAN NATIONAL STANDARDS INSTITUTE, INC. 3. STEEL DESIGN CODE: SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, ALLOWABLE STRESS DESIGN (ASD). PUBLISHED BY AMERICAN INSTITUTE OF STEEL CONSTRUCTION. 4. CONCRETE DESIGN CODE: BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, ACI 318-19; PUBLISHED BY AMERICAN CONCRETE INSTITUTE. 5. STRUCTURAL STEEL: SEE SPECIFICATION. 6. CONCRETE COMPRESSIVE STRENGTH: 4500 PSI AT 28 DAYS. 7. REINFORCING STEEL: ASTM A615, GRADE 60. 8. WELDED WIRE FABRIC: ASTM A185. 9. FROST DEPTH: 5 FEET. FIELD MEASUREMENT NOTES: 1. ALL DIMENSIONS OF EXISTING CONSTRUCTION ARE APPROXIMATE; MAKE ALL NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURES, BREECHING AND EQUIPMENT TO VERIFY DIMENSIONS SHOWN ON DRAWINGS AND TO PROVIDE DIMENSIONS NOT SHOWN, PRIOR TO FABRICATION. COSTS FOR MODIFICATIONS OF NEW CONSTRUCTION, DUE TO LACK OF CONFIRMATION OF DIMENSIONS BY FIELD MEASUREMENTS SHALL BE BORNE BY CONTRACTOR. 2. CONTRACTOR'S STRUCTURAL DETAILER SHALL MAKE NECESSARY FIELD MEASUREMENTS OF EXISTING STRUCTURAL CONNECTIONS TO ENSURE NEW CONNECTION DETAILS SHOWN ON SHOP DRAWINGS ARE COMPATIBLE WITH EXISTING CONNECTIONS AND ARE CONSTRUCTABLE AS DETAILED. CONCRETE NOTES: 1. EXPOSED CONCRETE CORNER CHAMFER: 1/2" UNLESS SHOWN OTHERWISE. 2. ALL METAL FABRICATIONS EMBEDDED IN CONCRETE, OTHER THAN REINFORCING AND ANCHOR BOLTS, SHALL BE HOT-DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A123. 3. CONCRETE SHALL NOT BE LOADED UNTIL IT HAS ATTAINED SUFFICIENT STRENGTH TO SAFELY WITHSTAND LOADING AND UNTIL REQUIRED SHORING AND BRACING HAVE BEEN INSTALLED. 4. DO NOT PLACE LOADS WITHIN 6 FEET OF CONSTRUCTION JOINTS IN SLABS FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 5. DO NOT PERFORM ANY OPERATIONS NEAR GROUND SLAB PLACEMENT WHICH COULD CAUSE VIBRATION OR SETTLEMENT OF THE SUPPORTING SOIL STRATA FOR AT LEAST 7 DAYS AFTER SLAB IS PLACED. 6. CONTRACTOR IS RESPONSIBLE FOR PREVENTION OF FLOATATION OF STRUCTURES DURING CONSTRUCTION. 7. DO NOT PLACE CONCRETE UNTIL REINFORCING STEEL PLACEMENT HAS BEEN VERIFIED BY GOVERNMENT REPRESENTATIVE. REINFORCING STEEL NOTES: 1. CONFORM WITH ACI 318 AND ACI STANDARD "DETAILS AND DETAILING OF CONCRETE REINFORCEMENT." 2. REINFORCING SHALL BE CONTINUOUS AROUND ALL CORNERS UNLESS SHOWN OTHERWISE. 3. SHIFT REINFORCING BARS TO CLEAR ANCHOR BOLTS AND EMBEDDED ITEMS; OBTAIN GOVERNMENT REPRESENTATIVE'S APPROVAL AND ADD EXTRA REINFORCING BAR IF REQUESTED BY GOVERNMENT REPRESENTATIVE. CUTTING OF REINFORCING BARS IS NOT PERMITTED. 4. REINFORCING SHALL BE CONTINUOUS THROUGH CONSTRUCTION JOINTS UNLESS SHOWN OTHERWISE. 5. TERMINATE ALL REINFORCING STEEL AT EXPANSION JOINTS UNLESS SHOWN OTHERWISE. 6. TACK WELDING TO REINFORCING BARS IS NOT PERMITTED. 7. LAP ALL #11 AND SMALLER BAR SPLICES AND WELD OR MECHANICALLY CONNECT ALL #14 AND LARGER BAR SPLICES UNLESS APPROVED OTHERWISE BY GOVERNMENT REPRESENTATIVE. 8. MINIMUM BAR SPLICE LAP LENGTH SHALL BE AS SHOWN. WHERE LAP LENGTH IS NOT SHOWN ON DRAWINGS, USE MINIMUM LENGTH SHOWN IN THE FOLLOWING TABLE. A. CLASS B SPLICE FOR fy = 60,000 PSI, f'c = 4500 PSI, NORMAL WEIGHT CONCRETE, UNCOATED BARS AND FOLLOWING: 1) CLEAR SPACING OF BARS > 2 BAR DIA AND COVER > BAR DIA, OR > 2 BAR DIA AND COVER > BAR DIA, OR 2 BAR DIA AND COVER > BAR DIA, OR > BAR DIA, OR BAR DIA, OR 2) CLEAR SPACING OF BARS > DIA BAR AND COVER > DIA BAR, AND > DIA BAR AND COVER > DIA BAR, AND DIA BAR AND COVER > DIA BAR, AND > DIA BAR, AND DIA BAR, AND STIRRUPS OR TIES THROUGHOUT LAP NOT LESS THAN ACI CODE MINIMUM. B. TOP BARS ARE DEFINED AS HORIZONTAL BARS PLACED SO THAT MORE THAN 12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE BAR. C. EPOXY COATED REINFORCING STEEL: 1) USE 1.5 TIMES LAP LENGTH LISTED IN TABLE WHERE COVER IS LESS THAN THREE BAR DIAMETERS OR CENTER TO CENTER SPACING OF BARS IS LESS THAN 7 BAR DIAMETERS. 2) USE 1.2 TIMES LAP LENGTH LISTED IN TABLE FOR BARS WHERE COVER AND SPACING BOTH EXCEED VALUES LISTED IN ITEM 1). 9. SPLICE LAP LENGTH FOR WELDED WIRE FABRIC SHALL BE NOT LESS THAN 6" OR SPACING OF WIRES PLUS 2", WHICHEVER IS GREATER. 10. REINFORCING BAR SPLICES PERMITTED ONLY WHERE SHOWN OR APPROVED BY GOVERNMENT REPRESENTATIVE. 11. FOR SLAB REINFORCING BARS, PLACE BARS SPANNING IN THE SHORT DIRECTION WITH MINIMUM CONCRETE COVER SPECIFIED UNLESS SHOWN OTHERWISE. 12. PROVIDE STANDARD 90 DEGREE HOOKS FOR TOP REINFORCING BARS AT DISCONTINUOUS END OF ALL BEAMS UNLESS SHOWN OTHERWISE. 13. EXTRA REINFORCING SHALL BE IN ADDITION TO REINFORCING SHOWN OR NOTED. 14. ALL BARS INDICATED AS BEING BENT SHALL HAVE STANDARD 90 DEGREE HOOKS UNLESS SHOWN OTHERWISE. 180 DEGREE HOOKS ARE AN ACCEPTABLE ALTERNATE WHERE APPROVED BY GOVERNMENT REPRESENTATIVE. 15. ALL BARS SHALL BE SECURELY PLACED IN FINAL POSITION PRIOR TO PLACING CONCRETE. PLACING BARS INTO WET CONCRETE IS PROHIBITED. 16. REINFORCING CONCRETE COVER UNLESS OTHERWISE SHOWN: 2" FOR CONCRETE EXPOSED TO EARTH OR WEATHER; 3" WHEN DEPOSITED AGAINST EARTH; 3/4" FOR WALLS AND SLABS NOT EXPOSED TO EARTH OR WEATHER. 17. CONCRETE REINFORCEMENT SHALL BE PLACED WITHIN TOLERANCE PER ACI 318-19 REQUIREMENTS.
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BAR SIZE
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REINFORCING BAR MINIMUM SPLICE LAP LENGTH IN INCHES
AutoCAD SHX Text MISCELLANEOUS STEEL NOTES: 1. ITEMS MARKED CRS SHALL BE CORROSION RESISTANT STEEL. ITEMS MARKED CRS SHALL BE CORROSION RESISTANT STEEL. 2. PROVIDE GALVANIZED FASTENERS FOR ALL BOLTED CONNECTIONS. PROVIDE GALVANIZED FASTENERS FOR ALL BOLTED CONNECTIONS. 3. MISCELLANEOUS ANCHOR BOLTS, EXPANSION ANCHORS, ANCHOR RODS, AND FASTENERS NOT MISCELLANEOUS ANCHOR BOLTS, EXPANSION ANCHORS, ANCHOR RODS, AND FASTENERS NOT INDICATED, BUT REQUIRED FOR ANCHORAGE OF EQUIPMENT AND MATERIALS, SHALL BE PROVIDED AS RECOMMENDED BY MANUFACTURER OF ITEMS. ANCHORAGE WILL BE SUBJECT TO REVIEW BY GOVERNMENT REPRESENTATIVE. 4. PROVIDE MISCELLANEOUS STEEL AS REQUIRED.PROVIDE MISCELLANEOUS STEEL AS REQUIRED.
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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NOTES
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PREPARED BY:
CP-5
CP-3
REVISION DATE DESCRIPTION BY
DESIGNED: DRAWN: DATE: CHECKED:
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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CONSTRUCTION STAGING PLAN - E-D
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20-RF-010
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ROBERTS
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DJL
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SNY3003C0
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POOL D
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POOL E
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GRAVEL ROAD
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CONCRETE ABUTMENTS
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WCS E-D
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EDGE OF WATER
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CONCRETE BRIDGE DECK EL. 709.40'
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CP-5
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AutoCAD SHX Text 26502887.73
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AutoCAD SHX Text NOTES: 1. SURVEY BY COLEMAN ENGINEERING COMPANY IN JUNE 2020. 2. COORDINATES SHOWN ARE IN MICHIGAN STATE PLANE, NORTH ZONE. UNITS ARE INTERNATIONAL FEET. 3. ALL ELEVATIONS SHOWN ARE NAVD 88, THE SURVEY WAS TIED TO NGS MONUMENT DESIGNATION W 193, PID RJ0464. BENCHMARK IS A DISK LOCATED AT THE NORTHEAST CORNER OF A BRIDGE OVER THE FOX RIVER ON HWY M-28 WEST OF THE VILLAGE OF SENEY. 4. FEMA HAS NOT MAPPED THE SENEY WILDLIFE AREA. A 100 YEAR FLOODPLAIN ELEVATION IS NOT AVAILABLE FOR THIS AREA. 5. WATER ELEVATIONS AND STAFF GAUGE LEVEL AS OF JUNE 2, 2020. UPSTREAM WATER LEVEL: 705.56' DOWNSTREAM WATER LEVEL: 704.14' STAFF GAUGE: 6.00'
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REVISION DATE DESCRIPTION BY
DESIGNED: DRAWN: DATE: CHECKED:
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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SITE PLAN - E-D
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20-RF-010
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COFFERDAM BY CONTRACTOR
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AutoCAD SHX Text NOTES: 1. PLAIN RIPRAP CONFORMING TO MDOT SPEC 916 EROSION PROTECTION AND SEDIMENTATION CONTROL MATERIALS. 2. REMOVE SILT/DEBRIS DIRECTLY UPSTREAM AND DOWNSTREAM OF STOPLOGS ON SERVICE SPILLWAY E-D. 3. INSTALL AN ADDITIONAL "NARROW BRIDGE" SIGN. 4. INSTALL TWO (2) ADDITIONAL OBJECT MARKERS AT EAST END OF BRIDGE. 5. SEE SHEET 10 FOR TYPICAL CONDITIONS OF STRUCTURE THAT NEED REPAIR. THE FIGURES SHOW PARTIAL OF THE REPAIR WORK ONLY. 6. SEE SPECIFICATIONS FOR GENERAL TECHNICAL REQUIREMENTS FOR REPAIR ITEMS.
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16" THICK LAYER OF NEW MDOT PLAIN RIPRAP
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SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
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SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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EL. 702.40'±
AutoCAD SHX Text NOTES: 1. CLEAN DECK EXPANSION JOINTS AND RE-CAULK TO PREVENT FURTHER DETERIORATION OF WALLS BELOW. 2. IMPROVE ROADWAY DRAINAGE AT BOTH ENDS OF BRIDGE SO DRAINAGE DOES NOT WASH SAND AND DEBRIS ONTO BRIDGE. FILL POTHOLES IN ROADWAY WITH COMPACTED GRAVELS. 3. EPOXY INJECT LARGE CRACKS IN CONCRETE WALLS. APPROXIMATELY 126 SF. 4. INSTALL CRACK SEALER IN CRACKS LOCATED IN SPILLWAY STRUCTURE WHERE WATER IS INFILTRATING THE CONCRETE AND CAUSING EFFLORESCENCE. APPROXIMATELY 11 LF. 5. REFINISH SCALED CONCRETE ON VERTICAL FACES OF WCS E-D. SEE CONCRETE REPAIR SCHEDULE. APPROXIMATELY 252 SF. 6. PROVIDE CUT AND PATCH REPAIRS WHERE REQUIRED. SEE CONCRETE REPAIR SCHEDULE. APPROXIMATELY 221 SF. 7. REPAIR BRIDGE DECK, CURBS AND GUARDRAILS AS NEEDED. 8. REPLACE ALL TIMBER STOPLOGS. SEE DETAIL 3/7. 9. SALVAGE EXISTING STOPLOGS AND DELIVER TO REFUGE MAINTENANCE FACILITY LABELED ACCORDING TO THEIR STRUCTURE. 10. SEE SHEET 10 FOR TYPICAL CONDITIONS OF STRUCTURE THAT NEED REPAIR. THE FIGURES SHOW PARTIAL OF THE REPAIR WORK ONLY. 11. SEE SPECIFICATIONS FOR GENERAL TECHNICAL REQUIREMENTS FOR REPAIR ITEMS.
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NEW STOPLOG SILL
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LEGEND AND PLAN SYMBOLS
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6" CONCRETE OVERLAY
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6" CONCRETE OVERLAY
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6" CONCRETE OVERLAY (TYP)
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NEW CONCRETE
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OVERLAY
EXISTING CONCRETE
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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REPAIR DETAILS
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20-RF-010
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ROBERTS
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DJL
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DING
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SNY3007S2
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3R-MI-180-3007
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FOR BID
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PREPARED BY:
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SCALE: 1" = 1'-0"
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AutoCAD SHX Text 4"X6" STOPLOGS. CONTRACTOR TO FIELD VERIFY CHANNEL WIDTHS AND CUT STOPLOGS TO FIT.
AutoCAD SHX Text FORCE FIT 1/2" DIA X 8" LONG STEEL ROD AT EACH END OF EACH STOPLOG (CENTER BARS ON STOPLOG)
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L3X3X5/16 (TYP)
AutoCAD SHX Text 1/2" DIA X 4" LONG SS NELSON STUD @ 12" O.C. STAGGER EVERY OTHER FACE OF ANGLE (TYP)
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6"X1/4" STEEL PLATE
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SCALE: 3/8" = 1'-0"
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SCALE: 3/4" = 1'-0"
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TYPICAL CONCRETE PATCH DETAIL
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ENLARGED PATCH REINFORCING DETAIL
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ELEVATION
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SECTION
AutoCAD SHX Text REMOVE DETERIORATED EXISTING CONCRETE BY SAWCUTTING TO SOUND BASE CONCRETE. SHAPE AND SIZE TO FOLLOW ACI 546R-04 CONCRETE REPAIR GUIDE
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ROUGHENED SURFACE, APPLY BONDING AGENT
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CONCRETE MORTAR REPAIR PATCH. TOUCH UP AFTER CONCRETE HARDENS
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SAWCUT AND ROUGHEN SURFACE. APPLY BONDING AGENT
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#4 REBAR @8" EACH WAY
AutoCAD SHX Text #4 REBAR @12" EACH WAY TOTAL 10" LONG, WITH 4" HOOK. EMBED INTO EXISTING CONCRETE 4" WITH EPOXY
AutoCAD SHX Text #4 REBAR @12" AROUND SAWCUT PERIMETER. 12" LONG, EMBED INTO EXISTING CONCRETE 4" WITH EPOXY
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PROVIDE CONTINUOUS WATERSTOP
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#5@12" TYP
AutoCAD SHX Text ANCHORED INTO EXISTING CONCRETE WITH EPOXY, 8" MINIMUM EMBEDMENT LENGTH, 3" EDGE DISTANCE (TYP)
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SCALE: 1" = 1'-0"
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SCALE: 1" = 1'-0"
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EXISTING BRIDGE PIER
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DRILL AND EPOXY REINFORCEMENT INTO EXISTING CONCRETE
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PIER EXTENSION
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NEW INTERMEDIATE PIER
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SEE C/6 FOR TOP OF SILL ELEVATION
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SEE C/6 FOR CHANNEL SLAB ELEVATION
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2"X2" CHAMFER TYP
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2"X2" CHAMFER TYP
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SCALE: 3/4" = 1'-0"
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SCALE: 3/4" = 1'-0"
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SECTION AT NEW INTERMEDIATE PIER
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SCALE: 3/4" = 1'-0"
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SECTION AT NEW BRIDGE PIER EXTENSION
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SCALE: 3/4" = 1'-0"
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SEE D/6 FOR TOP OF PIER ELEVATION
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SEE C/6 FOR TOP OF PIER ELEVATION
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SEE C/6 FOR CHANNEL SLAB ELEVATION
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SEE D/6 FOR CHANNEL SLAB ELEVATION
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PROVIDE CONTINUOUS WATERSTOP
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EXISTING CHANNEL SLAB
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PROVIDE CONTINUOUS WATERSTOP
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ROUGHENED CONSTRUCTION JOINT
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BRIDGE PIER EXTENSION
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NEW INTERMEDIATE PIER
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STOPLOG
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SLOT
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STOPLOG
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SLOT
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#5 BARS @12" O.C.
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#5 BARS @12" O.C.
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#5 BARS @12" O.C.
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#5 STIRRUPS @12" O.C.
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(3) #5 BARS #5 BARS VERTICAL
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#5 BARS @12" O.C.
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(2) #9 VERTICAL NOSING BARS
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PLAN:
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PIER GEOMETRY AND REINFORCING
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SCALE: 1" = 1'-0"
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PLAN:
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INTERMEDIATE PIER GEOMETRY AND REINFORCING
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SCALE: 1" = 1'-0"
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DETAIL: STOPLOGS AND STOPLOG SLOTS
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SCALE: 1" = 1'-0"
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SILL REINFORCING DETAIL
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SCALE: 3/4" = 1'-0"
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DRILL AND EPOXY REINFORCEMENT INTO OVERLAY AND EXISTING CONCRETE
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DRILL AND EPOXY REINFORCEMENT INTO OVERLAY AND EXISTING CONCRETE
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6" CONCRETE OVERLAY
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6" CONCRETE OVERLAY
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(6) #5 BARS
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#5 STIRRUPS @12" O.C.
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DRILL AND EPOXY REINFORCEMENT INTO EXISTING CONCRETE
6" CONCRETE OVERLAY
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
AutoCAD SHX Text 2020020200
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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STRUCTURAL DETAILS
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20-RF-010
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ROBERTS
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DJL
AutoCAD SHX Text 06/21
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DING
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SNY3008S2
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3R-MI-180-3008
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FOR BID
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PREPARED BY:
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%%UFRONT VIEW
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%%USIDE VIEW
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SIGN
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SOIL FILL
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TOP OF ROADWAY
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CONCRETE BASE 1'-6" MIN
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POST CAP
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SCALE: 1/4" = 1'-0"
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SOAK CUT END WITH PRESERVATIVE TREATMENT OFF-SITE OR PROVIDE CONTAINMENT
AutoCAD SHX Text 6"x6" POST WITH ROUTED ACCENT BAND, TYP
AutoCAD SHX Text 3/8"x3" LAG SCREWS WITH 1/4" SPACER BETWEEN POST AND SIGN (TYP)
AutoCAD SHX Text 4 1/8" FOR 6"x6" POST 4 7/8" FOR 8"x8" POST
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SCALE: 1 1/2" = 1'-0"
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POST CAP DETAILS
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SCALE: 1 1/2"=1'-0"
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2" ROUTED
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ROUGH SAWN ACQ TREATED TIMBER POST (TYP)
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3/4" RADIUS ROUNDED, ROUTED EDGE
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MIN EDGE CLEARANCE
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TOP OF STAFF GAGE
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BOTTOM OF STAFF GAGE
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MIN EDGE CLEARANCE
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STAFF GAGE SECTION
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SCALE: NONE
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NOTE: PROVIDE CORROSION PROTECTION COATING AT DISSIMILAR METAL CONTACT AREA.
AutoCAD SHX Text BENT PLATE MOUNTED DIRECTLY ONTO CONCRETE USING 3/8" x3 1/2"LONG GALVANIZED EXPANSION ANCHORS
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GRADUATED IN TENTHS OF FEET
AutoCAD SHX Text LAST (2) DIGITS OF ELEVATIONS, CENTER ON FOOT-MARK, EXCEPT AT TOP AND BOTTOM OF STAFF GAGE
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STAFF GAGE
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GAGE MARKING
AutoCAD SHX Text 3/8" STAINLESSEXPANSION ANCHORS (3) EACH SIDE - EQUALLY SPACED WITH MIN 3" EMBEDMENT
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GAGE MARKING
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1/4" BENT PLATE - GALVANIZED
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CONCRETE SURFACE
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FINAL GRADE
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STAFF GAGE MARKING
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SCALE: NONE
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SIGN POST DETAIL
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SCALE: 1/4"=1'-0"
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DETAIL OF BRASS CAP SURVEY MONUMENT
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SCALE: NONE
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6" CONCRETE OVERLAY DETAIL
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SCALE: 1" = 1'-0"
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NEW CONCRETE WITH REINFORCEMENT
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SCALE: 1" = 1'-0"
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#5 REBAR SPACED AT 12" MAX EACH WAY 3" COVER
AutoCAD SHX Text #5 REBAR DOWELS DRILLED EPOXIED INTO EXISTING SOUND CONCRETE, SPACED AT 12" MAX EACH WAY EMBED 8" MIN ANGLED AS NECESSARY
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LOCATION OF STRUCTURE SURVEY POINTS
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POINT NO.
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ELEVATION (FT)
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STANDARD U.S. FISH AND WILDLIFE SERVICE BRASS CAP TO BE PROVIDED BY CONTRACTOR.
AutoCAD SHX Text NOTES: 1. SEE SITE PLAN ON SHEET 4 FOR SIGN POST LOCATIONS. SEE SITE PLAN ON SHEET 4 FOR SIGN POST LOCATIONS. 2. ALL WOOD SHALL BE TREATED IN ACCORDANCE WITH ALL WOOD SHALL BE TREATED IN ACCORDANCE WITH ASTM D1760. SEE SPECIFICATION SECTION 43 26 26-13. 3. POSTS SHALL BE STAINED WITH CORDOVAN BROWN POSTS SHALL BE STAINED WITH CORDOVAN BROWN COLORED STAIN. 4. USE MUTCD STANDARD TYPE 3 OBJECT MARKER SIGNS.USE MUTCD STANDARD TYPE 3 OBJECT MARKER SIGNS.
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CLEAN AND ROUGHEN EXISTING CONCRETE SURFACE
AutoCAD SHX Text NOTES: 1. SEE SPECIFICATION SECTION 10 14 69 FOR STAFF GAGE ELEVATIONS. SEE SPECIFICATION SECTION 10 14 69 FOR STAFF GAGE ELEVATIONS. 2. TWO STAFF GAGES ARE REQUIRED, ONE AT EACH SIDE OF THE TWO STAFF GAGES ARE REQUIRED, ONE AT EACH SIDE OF THE STRUCTURE ON THE UPSTREAM SIDE.
NOTES: 1. DO NOT LOCATE CAP DIRECTLY UNDER PEDESTRIAN GUARDRAIL. 2. MINIMUM ONE SURVEY MONUMENT ON TOP OF EXISTING ABUTMENT. 3. CONTRACTOR TO HIRE SURVEYOR TO DETERMINE SURVEY POINT NUMBER, ELEVATION AND LOCATION. ELEVATION SHALL BE IN MEAN SEA LEVEL.
SH_____OF_____DRAWING NO:CADD:
PROJECT NUMBER:
F O R B
I D
5775 Wayzata Boulevard, Suite 300, Minneapolis, Minnesota
55416-1235 www.stanleyconsultants.com
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DRAWING STATUS:
AutoCAD SHX Text 2020020200
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SENEY NATIONAL WILDLIFE REFUGE
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SCHOOLCRAFT COUNTY
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MICHIGAN
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WATER CONTROL STRUCTURE REPAIR
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SIGN DETAILS
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20-RF-010
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ROBERTS
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DJL
AutoCAD SHX Text 06/21
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DING
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SNY3009S2
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3R-MI-180-3009
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FOR BID
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PREPARED BY:
AutoCAD SHX Text NOTES: 1. TWO NARROW BRIDGE SIGNS SHALL BE INSTALLED, ONE AT EACH SIDE OF THE STRUCTURE. 2. TWO OBJECT MARKERS SHALL BE INSTALLED AT THE EAST END OF THE BRIDGE ON THE GUARDRAILS.
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NARROW BRIDGE
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SCALE: NONE
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OBJECT MARKER
SCALE: NONE
SH_____OF____…
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