5_Plans_E-C.pdf
PDF 8 MB Posted
- Attached to
- Multi-Bridge Repair at Seney NWR
- Solicitation number
- 140F0821R0008
About this file
This document package includes plans for repairing multiple bridges at the Seney National Wildlife Refuge. The plans detail demolition, repairs, and construction required at Water Control Structure E-C, including replacing deteriorated concrete, injecting epoxy into cracks, refinishing scaled surfaces, installing riprap, and replacing rotten timber components. Repairs also involve installing new approach rails, signs, and staff gauges. The work requires demolishing portions of the existing structure, constructing concrete overlays and pier extensions, and reinforcing elements according to the design details and specifications provided.
View the file
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 | ||
| 1_Plans_BidPct_WCS_E-D.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 |
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
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
AutoCAD SHX Text
COUNTY MAP
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
LOCATION MAP
AutoCAD SHX Text
NO SCALE
AutoCAD SHX Text
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
COVER
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2001G4
AutoCAD SHX Text
3R-MI-180-2001
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PROJECT LOCATION
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
PROJECT LOCATION WCS E-C
AutoCAD SHX Text
MICHIGAN 77
AutoCAD SHX Text
MARSHLAND WILDLIFE DRIVE
AutoCAD SHX Text
REFUGE ENTRANCE ROAD
AutoCAD SHX Text
FISHING LOOP
AutoCAD SHX Text 1 2 3 4 5 6 7 8 9 10
AutoCAD SHX Text COVER SHEET, COUNTY/LOCATION MAPS AND DRAWING INDEX GENERAL NOTES CONSTRUCTION STAGING PLAN - E-C SITE PLAN - E-C DEMOLITION PLAN - E-C WATER CONTROL STRUCTURE REPAIR - E-C REPAIR DETAILS STRUCTURAL DETAILS SIGN DETAILS PHOTOGRAPH DETAILS
AutoCAD SHX Text SNY2001G4 SNY2002S4 SNY2003C0 SNY2004C0 SNY2005D0 SNY2006S0 SNY2007S2 SNY2008S2 SNY2009S2 SNY2010S2
AutoCAD SHX Text
SHT NO.
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
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.
AutoCAD SHX Text #8
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #9
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #10
AutoCAD SHX Text #11
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #5
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #6
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text #7
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
BAR SIZE
AutoCAD SHX Text
TOP BARS
AutoCAD SHX Text
OTHER BARS
AutoCAD SHX Text #3
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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.
AutoCAD SHX Text
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2002S4
AutoCAD SHX Text
3R-MI-180-2002
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PREPARED BY:
CP-8
CP-10
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
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
CONSTRUCTION STAGING PLAN - E-C
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2003C0
AutoCAD SHX Text
3R-MI-180-2003
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
CONSTRUCTION STAGING PLAN - E-C
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
POOL C
AutoCAD SHX Text
POOL E
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
GRAVEL ROAD
AutoCAD SHX Text
CONCRETE ABUTMENTS
AutoCAD SHX Text
WCS E-C
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
CONTRACTOR LAYDOWN AREA
AutoCAD SHX Text
TOP TIMBER RUNNER EL. 710.63'
AutoCAD SHX Text
TOP TIMBER DECK EL. 710.35'
AutoCAD SHX Text
CONTROL SCHEDULE
AutoCAD SHX Text
POINT NO.
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
EASTING
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
CP-8
AutoCAD SHX Text 545287.36
AutoCAD SHX Text 26510657.12
AutoCAD SHX Text 708.79
AutoCAD SHX Text
CP-10
AutoCAD SHX Text 545248.15
AutoCAD SHX Text 26510457.28
AutoCAD SHX Text 711.14
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 3, 2020. UPSTREAM WATER LEVEL: 705.88' DOWNSTREAM WATER LEVEL: 701.60' STAFF GAUGE: 0.35'
AutoCAD SHX Text
LEGEND AND PLAN SYMBOLS
AutoCAD SHX Text
EXISTING MAJOR CONTOUR
AutoCAD SHX Text
EXISTING MINOR CONTOUR
AutoCAD SHX Text
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
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
SITE PLAN - E-C
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2004C0
AutoCAD SHX Text
3R-MI-180-2004
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
SITE PLAN - E-C
AutoCAD SHX Text 1" = 10'
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
POOL C
AutoCAD SHX Text
POOL E
AutoCAD SHX Text
EXISTING GRAVEL ROAD
AutoCAD SHX Text
EXISTING GRAVEL ROAD
AutoCAD SHX Text
EXISTING CONCRETE ABUTMENTS
AutoCAD SHX Text
WCS E-C
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
EDGE OF WATER
AutoCAD SHX Text
COFFERDAM BY CONTRACTOR
AutoCAD SHX Text
COFFERDAM BY CONTRACTOR
AutoCAD SHX Text NOTES: 1. PLAIN RIPRAP CONFORMING TO MDOT SPEC 916 EROSION PROTECTION AND SEDIMENTATION CONTROL MATERIALS. 2. PLACE ADDITIONAL RIPRAP IN CHANNEL BOTTOM DOWNSTREAM OF SPILLWAY SLAB TO PREVENT UNDERMINING OF SLAB. 3. REGRADE ROADWAYS EXTENDING 20 FT FROM APPROACHES TO PREVENT DIRT AND GRAVEL FROM WASHING DOWN ON THE BRIDGE. FILL POTHOLES IN ROADWAY WITH COMPACTED GRAVELS. 4. REMOVE SILT/DEBRIS DIRECTLY UPSTREAM AND DOWNSTREAM OF STOPLOGS ON SERVICE SPILLWAYS E-C. SEE PHOTO 2 ON SHEET 10. 5. INSTALL BRIDGE AND APPROACH RAILS MEETING CURRENT SERVICE BRIDGE DESIGN GUIDELINES. EXTEND APPROACH RAILS A MINIMUM OF 25 FEET FROM THE END OF THE BRIDGE DECK. 6. INSTALL AN ADDITIONAL "NARROW BRIDGE" SIGN. 7. INSTALL FOUR (4) OBJECT MARKERS ONE AT EACH END OF APPROACH RAILS. 8. INSTALL TWO (2) STANDARD "WEIGHT LIMIT 10 TON" SIGNS. 9. SEE SHEET 10 FOR TYPICAL CONDITIONS OF STRUCTURE THAT NEED REPAIR. THE FIGURES SHOW PARTIAL OF THE REPAIR WORK ONLY. 10. SEE SPECIFICATIONS FOR GENERAL TECHNICAL REQUIREMENTS FOR REPAIR ITEMS.
AutoCAD SHX Text
LEGEND AND PLAN SYMBOLS
AutoCAD SHX Text
EXISTING MAJOR CONTOUR
AutoCAD SHX Text
EXISTING MINOR CONTOUR
AutoCAD SHX Text
PROPOSED RIPRAP
AutoCAD SHX Text REPAIR WATER CONTROL STRUCTURE E-C SEE SHEET 5 FOR DEMOLITION PLAN SEE SHEET 6 FOR REPAIR PLAN
AutoCAD SHX Text
APPROACH RAIL SEE NOTE 5 AND DETAIL 5/8
AutoCAD SHX Text
16" THICK LAYER OF NEW MDOT PLAIN RIPRAP
AutoCAD SHX Text
16" THICK LAYER OF NEW MDOT PLAIN RIPRAP
AutoCAD SHX Text
16" THICK LAYER OF NEW MDOT PLAIN RIPRAP
AutoCAD SHX Text
NARROW BRIDGE AND WEIGHT LIMIT SIGNS APPROXIMATELY 30 FEET TO BRIDGE
AutoCAD SHX Text
NARROW BRIDGE AND WEIGHT LIMIT SIGNS APPROXIMATELY 30 FEET TO BRIDGE
AutoCAD SHX Text
PROPOSED APPROACH RAIL
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE IN FEET
AutoCAD SHX Text
EXISTING CONCRETE ABUTMENTS
AutoCAD SHX Text
APPROACH RAIL SEE NOTE 5 AND DETAIL 5/8
AutoCAD SHX Text
APPROACH RAIL SEE NOTE 5 AND DETAIL 5/8
AutoCAD SHX Text
APPROACH RAIL SEE NOTE 5 AND DETAIL 5/8
AutoCAD SHX Text
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
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
DEMOLITION PLAN - E-C
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2005D0
AutoCAD SHX Text
3R-MI-180-2005
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
BRIDGE DECK ABOVE
AutoCAD SHX Text
REMOVE CONCRETE AROUND ABUTMENT STOPLOG SLOT, TYP.
AutoCAD SHX Text
REMOVE INTERMEDIATE PIER, TYP.
AutoCAD SHX Text
REMOVE BRIDGE PIER AT STOPLOG SLOTS, TYP.
AutoCAD SHX Text
BRIDGE ABUTMENT, TYP.
AutoCAD SHX Text
BRIDGE PIER, TYP.
AutoCAD SHX Text
INTERMEDIATE PIER, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
WATER CONTROL STRUCTURE DEMOLITION PLAN
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text B
AutoCAD SHX Text
WATER CONTROL STRUCTURE DEMOLITION PROFILE
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text C
AutoCAD SHX Text
STRUCTURE PIER DEMOLITION SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text D
AutoCAD SHX Text
STRUCTURE INTERMEDIATE PIER DEMOLITION SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
EXISTING BRIDGE PIER
AutoCAD SHX Text
EXISTING CHANNEL SLAB
AutoCAD SHX Text
EXISTING STOPLOG SILL
AutoCAD SHX Text
2"X6" CAP
AutoCAD SHX Text
2"X6" RAIL
AutoCAD SHX Text
4"X4" POSTS @ 5'-6" O.C.
AutoCAD SHX Text
EXISTING BRIDGE PIER AT STOPLOG SLOTS
AutoCAD SHX Text
EL. 709.07'±
AutoCAD SHX Text
EL. 708.05'±
AutoCAD SHX Text
EL. 705.05'±
AutoCAD SHX Text
EL. 702.05'±
AutoCAD SHX Text
EL. 710.35'±
AutoCAD SHX Text
EL. 713.00'±
AutoCAD SHX Text
EL. 710.63'±
AutoCAD SHX Text
EXISTING TIMBER CURB
AutoCAD SHX Text
EXISTING TIMBER RUNNER
AutoCAD SHX Text
EXISTING BRIDGE PIER
AutoCAD SHX Text
EXISTING CHANNEL SLAB
AutoCAD SHX Text
EXISTING STOPLOG SILL
AutoCAD SHX Text
2"X6" CAP
AutoCAD SHX Text
2"X6" RAIL
AutoCAD SHX Text
4"X4" POSTS @ 5'-6" O.C.
AutoCAD SHX Text
EL. 709.07'±
AutoCAD SHX Text
EL. 708.05'±
AutoCAD SHX Text
EL. 705.05'±
AutoCAD SHX Text
EL. 702.05'±
AutoCAD SHX Text
EL. 710.35'±
AutoCAD SHX Text
EL. 713.00'±
AutoCAD SHX Text
EL. 710.63'±
AutoCAD SHX Text
EXISTING TIMBER CURB
AutoCAD SHX Text
EXISTING TIMBER RUNNER
AutoCAD SHX Text
EXISTING INTERMEDIATE PIER
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
REMOVE AND REPLACE EXISTING STAFF GAUGE
AutoCAD SHX Text
REMOVE AND REPLACE GUARDRAIL.
AutoCAD SHX Text
LEGEND AND PLAN SYMBOLS
AutoCAD SHX Text PLAN NOTES: 1. ALL DIMENSIONS MUST BE FIELD VERIFIED. ALL DIMENSIONS MUST BE FIELD VERIFIED. 2. ENSURE NEW STAFF GAUGES ARE INSTALLED AS CLOSE ENSURE NEW STAFF GAUGES ARE INSTALLED AS CLOSE AS REASONABLY POSSIBLE TO LOCATION OF EXISTING STAFF GAUGES.
AutoCAD SHX Text
EXISTING CONCRETE
EXISTING OBJECT TO BE REMOVED
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
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR - E-C
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2006S0
AutoCAD SHX Text
3R-MI-180-2006
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
BRIDGE DECK ABOVE
AutoCAD SHX Text
BRIDGE ABUTMENT, TYP.
AutoCAD SHX Text
BRIDGE PIER, TYP.
AutoCAD SHX Text
INTERMEDIATE PIER, TYP.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text A
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR PLAN
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text B
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR PROFILE
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text C
AutoCAD SHX Text
STRUCTURE PIER REPAIR SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text D
AutoCAD SHX Text
STRUCTURE INTERMEDIATE PIER REPAIR SECTION
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/16" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/2" = 1'-0"
AutoCAD SHX Text B
AutoCAD SHX Text C
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text
EXISTING BRIDGE PIER
AutoCAD SHX Text
NEW STOPLOG SILL
AutoCAD SHX Text
NEW BRIDGE PIER EXTENSION
AutoCAD SHX Text
EL. 709.07'±
AutoCAD SHX Text
EL. 708.05'±
AutoCAD SHX Text
EL. 705.05'±
AutoCAD SHX Text
EL. 702.05'±
AutoCAD SHX Text
EL. 710.35'±
AutoCAD SHX Text
EL. 710.63'±
AutoCAD SHX Text
EXISTING TIMBER CURB
AutoCAD SHX Text
EXISTING TIMBER RUNNER
AutoCAD SHX Text
EXISTING BRIDGE PIER
AutoCAD SHX Text
NEW STOPLOG SILL
AutoCAD SHX Text
EL. 709.07'±
AutoCAD SHX Text
EL. 708.05'±
AutoCAD SHX Text
EL. 705.05'±
AutoCAD SHX Text
EL. 702.05'±
AutoCAD SHX Text
EL. 710.35'±
AutoCAD SHX Text
EL. 710.63'±
AutoCAD SHX Text
NEW INTERMEDIATE PIER
AutoCAD SHX Text NOTES: 1. REPLACE RUNNER PLANKS THAT ARE ROTTED (6 PIECES 4x12x10'-0"). 2. EPOXY INJECT LARGE CRACKS IN CONCRETE WALLS. APPROXIMATELY 243 SF. . 3. REFINISH SCALED CONCRETE ON VERTICAL FACES OF WCS E-C. SEE CONCRETE REPAIR SCHEDULE. APPROXIMATELY 486 SF. 4. PROVIDE CUT AND PATCH REPAIRS WHERE REQUIRED. SEE CONCRETE REPAIR SCHEDULE. APPROXIMATELY 425 SF. 5. REPLACE ALL TIMBER STOPLOGS. SEE DETAIL 3/7. . 6. SALVAGE EXISTING STOPLOGS AND DELIVER TO REFUGE MAINTENANCE FACILITY LABELED ACCORDING TO THEIR STRUCTURE. 7. SEE SHEET 10 FOR TYPICAL CONDITIONS OF STRUCTURE THAT NEED REPAIR. THE FIGURES SHOW PARTIAL OF THE REPAIR WORK ONLY. 8. SEE SPECIFICATIONS FOR GENERAL TECHNICAL REQUIREMENTS FOR REPAIR ITEMS.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
LEGEND AND PLAN SYMBOLS
AutoCAD SHX Text
EXISTING TIMBER CURB
AutoCAD SHX Text
EXISTING TIMBER RUNNER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
6" CONCRETE OVERLAY
AutoCAD SHX Text
6" CONCRETE OVERLAY
AutoCAD SHX Text
6" CONCRETE OVERLAY (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
NEW CONCRETE
AutoCAD SHX Text
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
AutoCAD SHX Text
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
REPAIR DETAILS
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2007S2
AutoCAD SHX Text
3R-MI-180-2007
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text 3/16
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
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)
AutoCAD SHX Text
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)
AutoCAD SHX Text
6"X1/4" STEEL PLATE
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/8" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
TYPICAL CONCRETE PATCH DETAIL
AutoCAD SHX Text
SCALE: 3/8" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
ENLARGED PATCH REINFORCING DETAIL
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
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
AutoCAD SHX Text
ROUGHENED SURFACE, APPLY BONDING AGENT
AutoCAD SHX Text
CONCRETE MORTAR REPAIR PATCH. TOUCH UP AFTER CONCRETE HARDENS
AutoCAD SHX Text
SAWCUT AND ROUGHEN SURFACE. APPLY BONDING AGENT
AutoCAD SHX Text
#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
AutoCAD SHX Text
PROVIDE CONTINUOUS WATERSTOP
AutoCAD SHX Text
#5@12" TYP
AutoCAD SHX Text ANCHORED INTO EXISTING CONCRETE WITH EPOXY, 8" MINIMUM EMBEDMENT LENGTH, 3" EDGE DISTANCE (TYP)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
EXISTING BRIDGE PIER
AutoCAD SHX Text
DRILL AND EPOXY REINFORCEMENT INTO EXISTING CONCRETE
AutoCAD SHX Text
PIER EXTENSION
AutoCAD SHX Text
NEW INTERMEDIATE PIER
AutoCAD SHX Text 1/2
AutoCAD SHX Text
SEE C/6 FOR TOP OF SILL ELEVATION
AutoCAD SHX Text
SEE C/6 FOR CHANNEL SLAB ELEVATION
AutoCAD SHX Text
2"X2" CHAMFER TYP
AutoCAD SHX Text
2"X2" CHAMFER TYP
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
SECTION AT NEW INTERMEDIATE PIER
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
SECTION AT NEW BRIDGE PIER EXTENSION
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
SEE D/6 FOR TOP OF PIER ELEVATION
AutoCAD SHX Text
SEE C/6 FOR TOP OF PIER ELEVATION
AutoCAD SHX Text
SEE C/6 FOR CHANNEL SLAB ELEVATION
AutoCAD SHX Text
SEE D/6 FOR CHANNEL SLAB ELEVATION
AutoCAD SHX Text
PROVIDE CONTINUOUS WATERSTOP
AutoCAD SHX Text
EXISTING CHANNEL SLAB
AutoCAD SHX Text
PROVIDE CONTINUOUS WATERSTOP
AutoCAD SHX Text
ROUGHENED CONSTRUCTION JOINT
AutoCAD SHX Text
BRIDGE PIER EXTENSION
AutoCAD SHX Text
NEW INTERMEDIATE PIER
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STOPLOG
AutoCAD SHX Text
SLOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STOPLOG
AutoCAD SHX Text
SLOT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
#5 BARS @12" O.C.
AutoCAD SHX Text
#5 BARS @12" O.C.
AutoCAD SHX Text
#5 BARS @12" O.C.
AutoCAD SHX Text
#5 STIRRUPS @12" O.C.
AutoCAD SHX Text
DRILL AND EPOXY REINFORCEMENT INTO EXISTING CONCRETE
AutoCAD SHX Text
(3) #5 BARS #5 BARS VERTICAL
AutoCAD SHX Text
#5 BARS @12" O.C.
AutoCAD SHX Text
(2) #9 VERTICAL NOSING BARS
AutoCAD SHX Text
(6) #5 BARS
AutoCAD SHX Text
#5 STIRRUPS @12" O.C.
AutoCAD SHX Text
AutoCAD SHX Text
PLAN:
AutoCAD SHX Text
PIER GEOMETRY AND REINFORCING
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
PLAN:
AutoCAD SHX Text
INTERMEDIATE PIER GEOMETRY AND REINFORCING
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL: STOPLOGS AND STOPLOG SLOTS
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
SILL REINFORCING DETAIL
AutoCAD SHX Text
SCALE: 3/4" = 1'-0"
AutoCAD SHX Text
DRILL AND EPOXY REINFORCEMENT INTO OVERLAY AND EXISTING CONCRETE
AutoCAD SHX Text
DRILL AND EPOXY REINFORCEMENT INTO OVERLAY AND EXISTING CONCRETE
AutoCAD SHX Text
6" CONCRETE OVERLAY
AutoCAD SHX Text
6" CONCRETE OVERLAY
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
DRAWING STATUS:
AutoCAD SHX Text 2020020200
AutoCAD SHX Text
SENEY NATIONAL WILDLIFE REFUGE
AutoCAD SHX Text
SCHOOLCRAFT COUNTY
AutoCAD SHX Text
MICHIGAN
AutoCAD SHX Text
WATER CONTROL STRUCTURE REPAIR
AutoCAD SHX Text
STRUCTURAL DETAILS
AutoCAD SHX Text
20-RF-010
AutoCAD SHX Text
ROBERTS
AutoCAD SHX Text
DJL
AutoCAD SHX Text 06/21
AutoCAD SHX Text
DING
AutoCAD SHX Text
SNY2008S2
AutoCAD SHX Text
3R-MI-180-2008
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
FOR BID
AutoCAD SHX Text
PREPARED BY:
AutoCAD SHX Text
%%UFRONT VIEW
AutoCAD SHX Text
%%USIDE VIEW
AutoCAD SHX Text
SIGN
AutoCAD SHX Text
SOIL FILL
AutoCAD SHX Text
TOP OF ROADWAY
AutoCAD SHX Text
CONCRETE BASE 1'-6" MIN
AutoCAD SHX Text
POST CAP
AutoCAD SHX Text B
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1/4" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1 1/2" = 1'-0"
AutoCAD SHX Text 3"
AutoCAD SHX Text 6"
AutoCAD SHX Text 9"
AutoCAD SHX Text B
AutoCAD SHX Text
POST CAP DETAILS
AutoCAD SHX Text
SCALE: 1 1/2"=1'-0"
AutoCAD SHX Text
2" ROUTED
AutoCAD SHX Text
ROUGH SAWN ACQ TREATED TIMBER POST (TYP)
AutoCAD SHX Text
3/4" RADIUS ROUNDED, ROUTED EDGE
AutoCAD SHX Text
MIN EDGE CLEARANCE
AutoCAD SHX Text
TOP OF STAFF GAGE
AutoCAD SHX Text
BOTTOM OF STAFF GAGE
AutoCAD SHX Text A
AutoCAD SHX Text
MIN EDGE CLEARANCE
AutoCAD SHX Text 4"
AutoCAD SHX Text 4"
AutoCAD SHX Text A
AutoCAD SHX Text
STAFF GAGE SECTION
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
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
AutoCAD SHX Text
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
AutoCAD SHX Text
STAFF GAGE
AutoCAD SHX Text
GAGE MARKING
AutoCAD SHX Text 3/8" STAINLESSEXPANSION ANCHORS (3) EACH SIDE - EQUALLY SPACED WITH MIN 3" EMBEDMENT
AutoCAD SHX Text
GAGE MARKING
AutoCAD SHX Text
1/4" BENT PLATE - GALVANIZED
AutoCAD SHX Text
CONCRETE SURFACE
AutoCAD SHX Text
LOCATION OF STRUCTURE SURVEY POINTS
AutoCAD SHX Text
POINT NO.
AutoCAD SHX Text
ELEVATION (FT)
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
STANDARD U.S. FISH AND WILDLIFE SERVICE BRASS CAP TO BE PROVIDED BY CONTRACTOR.
AutoCAD SHX Text
FINAL GRADE
AutoCAD SHX Text
AutoCAD SHX Text
STAFF GAGE MARKING
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
AutoCAD SHX Text
SIGN POST DETAIL
AutoCAD SHX Text
SCALE: 1/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
DETAIL OF BRASS CAP SURVEY MONUMENT
AutoCAD SHX Text
SCALE: NONE
AutoCAD SHX Text
AutoCAD SHX Text
6" CONCRETE OVERLAY DETAIL
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
NEW CONCRETE WITH REINFORCEMENT
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
#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
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
APPROACH GUARDRAIL DETAIL
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text 6"
AutoCAD SHX Text
AutoCAD SHX Text
GUARDRAIL DETAIL
AutoCAD SHX Text
SCALE: 1" = 1'-0"
AutoCAD SHX Text
CROWNED FOR DRAINAGE
AutoCAD SHX Text
TOP OF ROADWAY
AutoCAD SHX Text WOODEN POST 8"x6" IN ACCORDANCE WITH MDOT STANDARD SPECIFICATIONS SECTIONS 709 AND 912
AutoCAD SHX Text
"W" BEAM GUARDRAIL AND 3/4" HOLE FOR5/8" BOLT
AutoCAD SHX Text WOODEN POST 8"x6" IN ACCORDANCE WITH MDOT STANDARD SPECIFICATIONS SECTIONS 709 AND 912
AutoCAD SHX Text
"W" BEAM GUARDRAIL AND 3/4" HOLE FOR5/8" BOLT
AutoCAD SHX Text
3/4" HOLESFOR 5/8" BOLT
AutoCAD SHX Text
CONCRETE BASE 2'-0" MIN
AutoCAD SHX Text NOTES: 1. SEE SITE PLAN ON SHEET 4 FOR SIGN POST LOCATIONS.
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .