751-21294.TAP Sturgeon River Sloughs BASE PLANS.pdf

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© U.P. Engineers & Architects, Inc.

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GENERAL NOTES

AND LEGEND

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GENERAL NOTES

RESTORATION

DESIGN DATA

SOIL EROSION AND SEDIMENTATION CONTROL

ABBREVIATIONS:

GROOMER LOADING DIAGRAM:

REMOVAL

UTILITY CONTACT INFORMATION

CONCRETE/ STRUCTURAL NOTES

AGGREGATE CONSTRUCTION

LEGEND

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THE APPROPRIATE UTILITIES, FIRE AND POLICE DEPARTMENTS A MINIMUM OF 3

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6. THE CONTRACTOR AND/OR HIS SUBCONTRACTOR SHALL NOTIFY "MISS DIG" AND

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TO COMPLY WITH THE CONTRACT DOCUMENTS.

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CONTRACTOR FOR ANY WINTER PROTECTION MEASURES THAT MAY BE REQUIRED

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RESTRICTIONS. NO ADDITIONAL COMPENSATION WILL BE DUE TO THE

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HOURS OF OPERATION FOR CONSTRUCTION ACTIVITY, VIBRATIONS, OR ANY OTHER

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COMPLY WITH ALL FEDERAL, STATE, AND LOCAL CODES FOR NOISE LEVELS,

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5. THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO

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ASSOCIATED WITH THIS PROJECT.

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4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING ALL NECESSARY FEES

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SPECIFICATIONS, 9TH EDITION.

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3. THE DESIGN OF THE BRIDGE IS BASED ON AASHTO LRFD BRIDGE DESIGN

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(MDTMB) DCSPEC, THE MDTMB PROVISIONS CONTROL.

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AND MICHIGAN DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

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2. IN THE CASE OF DISCREPANCIES BETWEEN THE MDOT STANDARD SPECIFICATIONS

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THE 2011 MICHIGAN MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES.

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AASHTO'S 2004 POLICY ON GEOMETRIC DESIGN OF HIGHWAYS AND STREETS, AND

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INCLUDING THE 2020 MDOT STANDARD SPECIFICATIONS FOR CONSTRUCTION,

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WITH THE PROPOSAL AND ACCOMPANYING SPECIFICATIONS FOR THIS PROJECT

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1. THE IMPROVEMENTS COVERED BY THESE PLANS SHALL BE DONE IN ACCORDANCE

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WORKING DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION.

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PROPOSAL OR FOR ANY DELAYS IN CONSTRUCTION DUE TO THE ENCOUNTERING

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PARTIES DOING WORK INDICATED OR SHOWN ON THE PLANS OR IN THE

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MATERIAL SHORTAGES OR DELAYS DUE TO THE OPERATIONS OF SUCH OTHER

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PAID TO THE CONTRACTOR FOR ANY DELAY OR INCONVENIENCE DUE TO

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COORDINATION BY THE CONTRACTOR; NO ADDITIONAL COMPENSATION SHALL BE

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OF EXISTING UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS.

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BE SATISFIED AS TO ITS ACCURACY AND THE LOCATION OF EXISTING UTILITIES.

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INFORMATION DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO

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INFORMATION AVAILABLE AS OBTAINED FROM THE UTILITY OWNERS. THIS

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THE EXISTING UTILITIES SHOWN ON THESE PLANS REPRESENT THE BEST

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INFORMATION ONLY, CONTRACTOR SHALL FIELD VERIFY PRIOR TO CONSTRUCTION.

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ALL QUANTITIES AND DIMENSIONS SHOWN IN PLANS ARE PROVIDED FOR

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10. STAGING PLANS ARE NOT PROVIDED FOR THIS PROJECT. PROVIDE A SUBMITTAL

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DCSPEC SECTIONS 00200.3, 00700.2.3, & 6.2 AND

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FOR APPROVAL, IN CONCEPT, TO THE ENGINEER. REFER TO

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01300.2 (PROGRESS SCHEDULE)

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NO ADDITIONAL COST TO THE OWNER. REFER TO MDOT STANDARD SPECIFICATIONS

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11. REPAIR ANY DAMAGE TO ACCESS ROADS CAUSED BY CONTRACTOR OPERATIONS AT

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FOR CONSTRUCTION 2020, SECTION 104.07.C.

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12. ALL TIMBER MEMBERS S4S UNLESS NOTED OTHERWISE.

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PROPOSED BRIDGE IN COORDINATION WITH THE MDNR FOR TIMING OF CLOSURE.

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13. CONTRACTOR SHALL PLACE TYPE III LIGHTED BARRICADES AT EACH SIDE OF

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MATERIALS REMOVED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND BE

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PROPERLY DISPOSED OF.

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1. MATERIALS FOR THIS PROJECT SHALL CONSIST OF THE

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c. EMBANKMENT - CLASS III FILL - PER MDDOT

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b. 6A AGGREGATE - PER MDOT REQUIREMENTS

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a. 22A GRAVEL - PER MDOT REQUIREMENTS

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FOLLOWING:

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EROSION, INCLUDING THE PLACEMENT OF RIP RAP, HAY BALES OR OTHER

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PRECAUTION SHALL BE TAKEN TO PROTECT THE UNCOMPLETED WORK FROM

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OF TIME OTHER THEN THAT ENCOUNTERED IN A NORMAL WORK WEEK, EVERY

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IF THE PROJECT OR ANY CONSTRUCTION ACTIVITY IS STOPPED FOR ANY LENGTH

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ACCEPTABLE TEMPORARY PRECAUTION.

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NO KNOWN UTILITIES ON SITE

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ALL CONCRETE SHALL ATTAIN A 28 DAY COMPRESSIVE STRENGTH OF 3500 PSI. ALL

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CONCRETE SHALL BE AIR ENTRAINED.

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NO FILL SHALL BE PLACED AGAINST CONCRETE WALLS UNTIL CONCRETE HAS REACHED

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75% OF DESIGN STRENGTH OR UNTIL DIRECTED BY THE ENGINEERING OF RECORD.

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THE CONTRACTOR SHALL RESTORE ALL ADJACENT AREAS UPON COMPLETION OF

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THE PROJECT.

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2. ALL DISTURBED AREAS SHALL BE BROUGHT TO FINAL GRADE AND STABILIZED AS

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SEDIMENTATION CONTROL MEASURES SHALL BE INSTALLED WITHIN FIVE CALENDAR

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SOON AS POSSIBLE AFTER BEING DISTURBED. PERMANENT SOIL EROSION AND

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DISTURBED AREAS. CONTRACTOR CAN SALVAGE AND REUSE EXISTING TOPSOIL ON

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4. CONTRACTOR SHALL PLACE 4" OF TOPSOIL, SEED AND MULCH OR SOD ON

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INCLUDED IN THE RESTORATION PAY ITEM. ALL FLAT AREAS WILL BE RESTORED

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3. ALL PERMANENT SLOPES SHALL BE STABILIZED USING BIODEGRADABLE MULCH

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DAYS FOR COMPLETING FINAL GRADING.

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BLANKETS. FURNISHING AND INSTALLING THE MULCH BLANKETS SHALL BE

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SEDIMENTATION CONTROL GUIDEBOOK DATED JULY 2019. CONTRACTOR SHALL ALSO

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DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET'S SOIL EROSION AND

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COMPLY WITH SPECIFICATION SECTION 312513.

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MAINTAINED ACCORDING TO THE DETAILS AND SPECIFICATIONS INCLUDED IN THE

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12. SOIL EROSION AND SEDIMENTATION CONTROLS SHALL BE INSTALLED AND

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SESC PERMIT REQUIREMENTS. MAINTAIN RECORDS OF INSPECTIONS THROUGHOUT

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OPERATOR SHALL COMPLETE ALL INSPECTIONS AND REPORTS TO COMPLY WITH

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SITES WITH A DISTURBANCE OF FIVE OR MORE ACRES (PERMIT-BY-RULE). THE

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GREAT LAKES, AND ENERGY (EGLE) CERTIFIED STORM WATER OPERATOR ON ALL

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3. THE CONTRACTOR SHALL EMPLOY A MICHIGAN DEPARTMENT OF ENVIRONMENT,

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SOIL EROSION AND SEDIMENTATION CONTROL GUIDEBOOK.

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HIGHWAY CONSTRUCTION, MDOT STANDARD PLAN R-96 SERIES, AND THE DTMB

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2020 MICHIGAN DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATION FOR

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2. SOIL EROSION AND SEDIMENTATION CONTROL SHALL BE IN ACCORDANCE WITH THE

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AND ASSESSMENT OF ACTUAL DAMAGE COSTS.

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ACCEPTABLE. NO COMPLIANCE COULD RESULT IN $500/DAY FINES BY THE AGENCY

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EROSION AND SEDIMENTATION CONTROL MEASURES AND REMOVE WHEN

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UNIT PRIOR TO DOING WORK. CONSTRUCT AND MAINTAIN ALL TEMPORARY SOIL

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1. SUBMIT CONSTRUCTION SEQUENCE & SESC PLAN FOR APPROVAL BY DTMB SESC

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MINIMIZE THE THE AREAS LEFT BARREN DURING CONSTRUCTION AND TO DISTURB

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THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER AS TO

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ONLY THOSE AREAS ABSOLUTELY REQUIRED FOR THE CONSTRUCTION OF THE

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PROJECT.

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MEASURES SHALL BE MAINTAINED UNTIL PERMANENT SOIL CONTROL IS IN PLACE

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EFFECTIVE AS DETERMINED BY THE ENGINEER. TEMPORARY EROSION CONTROL

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BASIS AS DIRECTED BY THE ENGINEER AND SHALL BE REMOVED WHEN NO LONGER

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EROSION CONTROL ITEMS SHALL BE INSTALLED AND MAINTAINED ON A REGULAR

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AND STABILIZED. NO SEPARATE PAYMENT SHALL BE ALLOWED FOR EITHER

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MAINTENANCE OR REMOVAL OF THE EROSION CONTROL ITEMS.

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EROSION AND SEDIMENTATION CONTROL FOR ALL MATERIALS THAT ARE DISPOSED

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THE CONTRACTOR SHALL FOLLOW LOCAL RULES AND REGULATIONS FOR SOIL

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OF OFF THE PROJECT SITE.

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EROSION AND SEDIMENTATION CONTROL IN DISTURBED AREAS AS REQUIRED AND

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THE CONTRACTOR SHALL INSTALL SILT FENCES AND ROCK FILTERS AS TEMPORARY

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AS SHOWN ON THE PLANS.

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THE CONTRACTOR SHALL PLACE SPOILS AT LOCATION SHOWN ON THE COVER

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SHEET.

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10. SPOIL PILES SHALL BE GRADED SO THAT THE SLOPES ARE NOT STEEPER THEN 3:1

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AND SHALL BE SEEDED AND MULCHED.

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11. SPOIL PILES SHALL HAVE SILT FENCE PLACED AT THE BASE OF THE SPOIL PILES

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TO RETAIN SOIL UNTIL VEGETATION IS ESTABLISHED.

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SA

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DI

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MIK#, MANIFEST AND TRUCK TICKETS TO DOCUMENT PROPER DISPOSAL OF

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LEAD PAINT. THE CONTRACTOR SHALL PROVIDE EGLE SITE IDENTIFICATION &

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15. THE EXISTING BRIDGE IS CONSTRUCTED WITH STRUCTURAL STEEL FINISHED WITH

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14. NO WORK IN RIVER IS ALLOWED ON SITE FROM APRIL 30 TO JUNE 30 TO

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THESE MATERIALS.

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OF CONSTRUCTION DEBRIS AND SEDIMENT. DUST SHALL BE CONTROLLED ON SITE

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16. CONTRACTOR SHALL KEEP ALL PUBLIC STREETS ADJACENT TO THE SITE FREE

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ROADS AND OTHER PAVED SURFACES DAILY TO REMOVE TRACKED SOIL AND

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AT ALL TIMES BY WATERING OR OTHER NECESSARY MEANS. SWEEP PAVED

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DEBRIS.

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1. REMOVALS SHALL BE DONE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.

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RESTORED TO THE SATISFACTION OF THE OWNER WITHOUT ADDITIONAL COMPENSATION.

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CONTRACTOR'S STAGING AND/OR WORK OPERATIONS SHALL BE COMPLETED AND AREA

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2. ANY ADDITIONAL TREE REMOVALS, CLEARING, GRADING, ETC. NEEDED FOR THE

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ADDITIONAL WORK OUTSIDE OF THE LIMITS AS SHOWN ON THE PLAN SHALL BE SUBMITTED

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TO THE ENGINEER FOR APPROVAL PRIOR TO STARTING THE ADDITIONAL WORK.

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13. CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCESS CUT MATERIAL THAT IS CONTRACTOR IS RESPONSIBLE FOR REMOVING ANY EXCESS CUT MATERIAL THAT IS NOT USED ON SITE. ANY SAND MATERIAL FREE OF DEBRIS AND TOPSOIL SHALL BE STOCKPILED AT THE LOCATION SHOWN ON THE COVER FOR FUTURE USE BY THE MDNR. ANY UNUSED TOPSOIL FREE OF DEBRIS SHALL BE STOCKPILED AT THE LOCATION SHOWN ON THE COVER SHEET. ALL OTHER EXCESS CUT MATERIAL IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.

AutoCAD SHX Text CONNECTIONS. ANCHOR BOLTS A80 ASSOCIATED NUTS AND WASHERS SHALL BE ASTM A588 (Fy=50 ksi)

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3. ALL BOLTS, NUTS & WASHERS SHALL BE ASTM A325 TYPE 3 FOR WEATHERING STEEL STRUCTURAL

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2. ALL PIPE AND TUBE SHALL BE ASTM A847 (Fy=50 ksi)

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1. ALL STRUCTURAL STEEL BEAMS, ANGLES, PLATES, ETC. SHALL BE IN ACCORDANCE WITH ASTM A558 GRADE

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STRUCTURAL STEEL

AutoCAD SHX Text REINF. STEEL.....fy = 60 KSI ASTM A615

AutoCAD SHX Text CONCRETE.....f'c = 3500 PSI (28 DAYS)

AutoCAD SHX Text SOIL.....QuIt = 1.7 KSF Qd = 1.0 KSF

AutoCAD SHX Text MATERIALS/STRESSES:(uIt = ULTIMATE, d = DESIGN)

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RAIL LIVE LOAD: VERT. & HORIZ./ 50 PLF, 200# POINT LOAD

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WIND LOAD:

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PEDESTRIAN LOAD: '

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UBMIT SHOP DRAWINGS TO U.P. ENGINEERS & ARCHITECTS, INC. FOR APPROVAL PRIOR TO

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RESERVATIVE: COPPER NAPHTHENATE, AWPA CATEGORY UC4C - OIL BASED

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LL OTHER DIMENSION LUMBER: SP #2 GRADE OR BETTER

AutoCAD SHX Text BRIDGE DECKING: WHITE OAK, DOUG-FIR OR SOUTHERN PINE #1 GRADE OR BETTER DOUG-FIR OR SOUTHERN PINE SHALL BE PRESSURE TREATED.

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WN LUMBER, VISUALLY GRADED (RS): (NFPA RULES)

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ABRICATION OF ALL MATERIALS.

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VEHICLE LOAD: AMBULANCE/ 10K & 5K AXLE

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DESIGN LOADS

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GROOMER: SEE DIAGRAM

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XIST

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LEC

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ONC

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SPH

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PPROX

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DJ

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FINISH FLOOR

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EXISTING

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ELEVATION

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ELECTRIC

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DIAMETER

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CONCRETE

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ASPHALT

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APPROXIMATELY

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ADJUST

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ANCHOR BOLT

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FEET

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UG

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TYP

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TOA

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TEL

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SYD

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SQFT

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SAN

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ROW

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OH

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IE

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GALV.

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TOP OF ABUTMENT

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TELEPHONE

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SQUARE YARD

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SQUARE FEET

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SANITARY

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RIGHT-OF-WAY

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RADIUS

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OVERHEAD

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INVERT ELEVATION

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GALVANIZED

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UNDERGROUND

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TYPICAL

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90 PSF 12 WIDE DECK 320 PLF

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90 MPH

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BENCHMARK

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GUY WIRE

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CONTROL POINT

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SOIL BORING

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TREE LINE

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EDGE OF GRAVEL TRAIL

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GRAVEL

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MAJOR CONTOUR

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PROPOSED

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EXISTING

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EDGE OF WATER

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RIP RAP

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MINOR CONTOUR

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MAJOR PROPOSED CONTOUR

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TURBIDITY CURTAIN

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MINOR PROPOSED CONTOUR

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17. ACCESS FOR MAIN CONSTRUCTION EQUIPMENT AND TRAFFIC IS ALONG THE MAIN ACCESS DRIVE LOCATED SOUTHEAST OF THE SITE FROM ARNHEIM RD SOUTH OF THE MATTSON RD INTERSECTION. ACCESS IS ALLOWED ALONG THE DRIVE IMMEDIATELY SOUTH OF THE BRIDGE (FROM ARNHEIM ROAD), HOWEVER, THE ROAD SURFACE ALONG THIS DRIVE IS QUESTIONABLE UNDER WET CONDITIONS. CONTRACTOR MAY USE THIS DRIVE FOR HEAVY EQUIPMENT, BUT IS RESPONSIBLE FOR MAINTAINING THE DRIVE THROUGHOUT CONSTRUCTION AND REPAIRING THE SURFACE OF ANY DAMAGE/RUTTING DUE TO CONTRACTORS VEHICLES AND EQUIPMENT. ALL DAMAGE MUST BE REPAIRED IMMEDIATELY.

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SNOW LOAD

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90 PSF GROUND

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USING HYDROSEED. HYDROSEED SHALL BE INCLUDED IN THE RESTORATION PAY ITEM.

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WETLAND BOUNDARY

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TREE LINE

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EDGE OF GRAVEL TRAIL

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EDGE OF WATER

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TURBIDITY CURTAIN

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WETLAND BOUNDARY

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SITE. STOCKPILE EXISTING TOPSOIL AT LOCATION ON COVER SHEET.

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THE PROJECT. INSPECTIONS WEEKLY OR WITHIN 24 HOURS OF RAIN EVENT.

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THE PROJECT COVERS APPROXIMATELY 0.2 ACRES.

23-02-03 M12-01629 BASE-S501