Attachment 2 - Plans - G-005 Amendment 0001.pdf

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District Council

Flood Prevention

Illinois

Southwestern

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G-005

GENERAL NOTES:

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ALL REMOVALS WITHIN 500 FT FROM THE LEVEE TOE. CLEARING OF TREES OR WOOD AREAS IS NOT PERMITTED FROM APRIL 1ST THROUGH SEPTEMBER 31ST OF ANY GIVEN YEAR.

TREE REMOVAL WILL BE IN GENERAL ACCORDANCE WITH ETL 1110-2-583 (30 APR 14) PAGE (5-1) SECTION 5.3 FOR TREE REMOVAL. THESE REQUIREMENTS SHALL BE FOLLOWED FOR36.

IS IN PLACE.

REPRESENTATIVE. CONTRACTOR SHALL NOT EXCAVATE AT A STEEPER SLOPE THAN 2H:IV UNLESS DIRECTED BY CONTRACTING OFFICERS REPRESENTATIVE OR PROPER SHORING

29 CFR 1926 SECTION 650. THE SHORING PLAN MUST BE SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER AND APPROVED BY THE CONTRACTING OFFICERS

ADDITIONAL EXPENSE TO THE GOVERNMENT. IF WORKERS MUST ENTER THE EXCAVATION, IT SHALL BE EVALUATED, SHORED, SLOPED OR BRACED AS REQUIRED BY EM 385-1-1 AND

STATE AND LOCAL AGENCIES GOVERNING SAFETY AND HEALTH ON THE WORK SITE. THE SUPPORT OF ALL EXCAVATIONS SHALL BE PROVIDED BY THE CONTRACTOR AT NO

ALL EXCAVATION SHALL BE PROPERLY SUPPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (O.S.H.A.) AND ALL35.

THE LOWER WOOD RIVER LEVEE CENTERLINE UNLESS OTHERWISE NOTED.

SEE TECHNICAL SPECIFICATIONS FOR THE DEFINITIONS OF THE ALIGNMENTS CONTAINED WITHIN THIS PLAN SET. ALL REFERENCES TO ALIGNMENTS ARE TO34.

IN THE SWPPP PLAN(S). ANY MATS AND OTHER MEASURES USED FOR HEAVY EQUIPMENT MUST BE REMOVED IN THEIR ENTIRETY AFTER THE WORK IS COMPLETED.

HEAVY EQUIPMENT WORKING IN WETLANDS MUST BE PLACED ON MATS, OR OTHER MEASURES MUST BE TAKEN TO MINIMIZE SOIL DISTURBANCE UNLESS SPECIFICALLY ADDRESSED33.

MOBILIZATION.

CONTRACTOR TO DEVELOP SITE SPECIFIC STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND SUBMIT TO CONTRACTING OFFICER'S REPRESENTATIVE PRIOR TO32.

FOLLOWING THE COMPLETION OF CONSTRUCTION ACTIVITIES.

WETLAND IMPACTS SHALL BE RESTORED TO PRECONSTRUCTION ELEVATION AND RESEEDED OR REPLANTED ACCORDING TO PERMIT REQUIREMENTS AS SOON AS POSSIBLE

DISTURBANCE TO WETLANDS AND OTHER WATERS OF THE U.S. WITHIN THE LIMITS OF CONSTRUCTION SHALL BE MINIMIZED TO THE EXTENT PRACTICABLE. AREAS OF TEMPORARY31.

STATE/U.S. UNLESS THESE AREAS ARE SPECIFICALLY COVERED BY A USACE 404/IEPA 401 PERMIT.

WASTE AND BORROW AREAS SHALL BE LOCATED IN NON-WETLAND AREAS. BORROW AND WASTE DISPOSAL AREAS SHALL NOT AFFECT ANY WETLANDS OR WATERS OF THE30.

THE CONTRACTOR SHALL REVIEW AND COMPLY WITH PERMIT CONDITIONS SET FORTH IN THE USACE SECTION 404 PERMIT AND IEPA SECTION 401 WATER QUALITY CERTIFICATION.29.

VERTICAL REACHES OF THE BORING WHERE SHEAR STRENGTHS FROM LABORATORY OR OTHER STRENGTH TESTS ARE SHOWN.

CONSISTENCY OF COHESIVE SOIL SHOWN ON THE BORING LOGS IS BASED ON THE DRILLER'S LOG AND VISUAL EXAMINATION AND IS APPROXIMATE, EXCEPT WITHIN THOSE28.

SEASONAL WEATHER CHANGES, MISSISSIPPI RIVER HEIGHT AND DEPENDENT ON WHETHER STATIC CONDITIONS WERE OBSERVED.

NOT BE ENCOUNTERED AT THE LOCATIONS OR WITHIN THE VERTICAL REACHES OF SUCH BORINGS. GROUNDWATER ELEVATION CAN VARY FROM THAT SHOWN ON THE LOGS WITHIN

GROUNDWATER DATA ON CERTAIN BORINGS INDICATES NO GROUNDWATER DATA ARE AVAILABLE ROM THE BORING BUT DOES NOT NECESSARILY MEAN THAT GROUNDWATER WILL

GROUNDWATER ELEVATIONS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER SURFACE ENCOUNTERED IN SUCH BORINGS ON THE DATE SHOWN. ABSENCE OF27.

THE CONTRACTOR SHALL NOT STORE ANY MATERIAL IN LOCATIONS THAT BLOCK OR PROHIBIT THE FLOW OF ANY STORM DRAINAGE.26.

CENTERLINE.

UNDER NO CIRCUMSTANCES SHALL ANY MATERIAL BE BORROWED FROM A SITE WITHIN 1,000 LINEAR FEET LANDSIDE AND 2,000 LINEAR FEET RIVERSIDE OF ANY LEVEE25.

EDGE AND PLACE BACKFILL AND PAVEMENT SUCH THAT SETTLEMENT DOES NOT OCCUR.

THE CONTRACTOR SHALL SAWCUT ALL EDGES OF EXISTING PAVEMENT THAT IS TO BE REMOVED. THE CONTRACTOR SHALL TAKE SPECIAL CARE TO CREATE A SMOOTH WORKING24.

MAY BE THE SUPERINTENDENT OR PART OF THE QUALITY CONTROL TEAM.

SIMILARLY, THE CONTRACTOR SHALL APPOINT AN EMPLOYEE WHO IS BOTH QUALIFIED AND AUTHORIZED TO ENFORECE COMPLIANCE WITH THE ENVIRONMENTAL PROGRAM. THIS EMPLOYEE

AUTHORIZED TO ENFORCE COMPLIANCE WITH THE HEALTH AND SAFETY PROGRAM. THIS EMPLOYEE SHALL BE DEDICATED AND HAVE NO OTHER DUTIES THAN HEALTH AND SAFETY.

INCORPORATE AND IMPLEMENT REQUIRED ENVIRONMENTAL, HEALTH, AND SAFETY PROVISIONS. THE CONTRACTOR SHALL APPOINT AN EMPLOYEE WHO IS BOTH QUALIFIED AND

THE CONTRACTOR SHALL DEVELOP AND MAINTAIN FOR THE DURATION OF THE CONSTRUCTION OPERATIONS, AN ENVIRONMENTAL, HEALTH, AND SAFETY PROGRAM THAT WILL23.

(MUTCD), LATEST EDITION.

ALL TRAFFIC IMPACTED BY THIS CONSTRUCTION SHALL BE MANAGED IN ACCORDANCE WITH THE REQUIREMENTS OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES22.

IN A LICENSED LANDFILL COMPLIANT WITH FEDERAL, STATE, AND LOCAL REQUIREMENTS.

THE CONTRACTOR SHALL REMOVE ALL DEBRIS INCLUDING TREES, UNUSED CHANNEL LINING, WASTE CONCRETE AND GROUT, PIPE, ETC. FROM THE PROJECT SITE AND DISPOSE OF21.

THAT EXISTED PRIOR TO INITIATION OF THE PROJECT. ANY DISTURBED CONCRETE OR ASPHALT SHALL BE REPAIRED TO AS NEW CONDITIONS.

AT THE COMPLETION OF THE PROJECT THE CONTRACTOR SHALL RETURN ALL DISTURBED AREAS, ACCESS ROADS, INCLUDING CANAL ROAD, AND STAGING AREAS TO THE CONDITION20.

DISTURBED MONUMENTS MUST BE REPLACED BY A PROFESSIONAL SURVEYOR LICENSED TO PRACTICE SURVEYING IN THE STATE OF ILLINOIS.

THE CONTRACTOR SHALL IMPLEMENT MEASURES TO PROTECT PROPERTY AND SURVEY MONUMENTS, PROPERTY CORNERS, ETC. DISTURBED BY CONSTRUCTION ACTIVITIES. ALL19.

REPRESENTATIVE OF ANY DAMAGE TO THESE STRUCTURES.

OPERATIONS TO A CONDITION EQUAL TO OR EXCEEDING THE PRE-CONSTRUCTION CONDITION. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER'S

RECONSTRUCT TO EXISTING CONDITION ANY UTILITIES, FENCES, MONUMENTS, PAVING, LANDSCAPING, OR OTHER STRUCTURES THAT ARE DAMAGED AS PART OF CONSTRUCTION

WHICH MAY BE IN CONFLICT WITH CONSTRUCTION OPERATIONS. THE CONTRACTOR, AT HIS EXPENSE WITHOUT ADDITIONAL COMPENSATION, SHALL EXPEDITIOUSLY REPAIR OR

THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING DAMAGE TO ANY EXISTING IMPROVEMENTS, UTILITIES, FENCES, MONUMENTS, PAVING, LANDSCAPING, OR OTHER STRUCTURES18.

OTHERWISE NOTED.

THE CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL OR RELOCATION AND REPLACEMENT OF ALL OBSTRUCTIONS WITHIN THE PROJECT'S CONSTRUCTION LIMITS, UNLESS17.

AN APPROVED SET OF THESE CONSTRUCTION DRAWINGS SHALL BE PRESENT ON SITE AT ALL TIMES.16.

ACTIVITIES AND REPAIR THE LEVEE AS DIRECTED BY THE GOVERNMENT.

THE CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE CAUSED TO THE LEVEE DURING CONSTRUCTION. IF A FAILURE OCCURS, THE CONTRACTOR MUST STOP ALL CONSTRUCTION15.

PRIOR TO THAT CHANGE BEING INCORPORATED INTO THE PROJECT.

ANY DEVIATION FROM THE APPROVED CONSTRUCTION DRAWINGS SHALL BE REVIEWED AND APPROVED BY THE CONTRACTING OFFICER'S REPRESENTATIVE (TYP.) ALL INSTANCES14.

THE CONTRACTOR SHALL RESHAPE ALL DITCH LINES DAMAGED DURING CONSTRUCTION TO ORIGINAL OR PROPOSED LINES OR GRADES.13.

EXISTING CHANNEL LINING, STREAM BANK, ETC.

THE CONTRACTOR SHALL CONDUCT CLEARING GRUBBING AND CONSTRUCTION ACTIVITIES IN A MANNER MINIMIZING TO THE EXTENT PRACTICAL, THE DESTRUCTION OF TREES,12.

AT ANY TIME DURING CONSTRUCTION.

CONTRACTOR(S) OR SUBCONTRACTOR(S) AND THE ENGINEER(S) OR THE SOUTHWESTERN ILLINOIS FLOOD PREVENTION DISTRICT COUNCIL, NOR SHALL ONE BE CONSTRUED

THESE CONSTRUCTION DOCUMENTS AND ASSOCIATED CONSTRUCTION SPECIFICATIONS DO NOT CONTAIN ANY CONTRACTUAL AGREEMENT OR RELATIONSHIP BETWEEN THE11.

DAILY GAGE LEVELS OF THE RIVER CAN BE OBTAINED BY CALLING (800) 432-1208 OR VISITING: RIVERGAGES.COM AND CHOOSE ST. LOUIS DISTRICT FROM THE DROP DOWN MENU.10.

DAY TO MINIMIZE SCHEDULE DELAY, EROSION AND SILTATION DURING ALL PHASES OF CONSTRUCTION.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL WORK AGAINST WEATHER CONDITIONS, MISSISSIPPI RIVER STAGE AND TRIBUTARY STREAM STAGE, AND TIME OF9.

IF DEEMED NECESSARY BY THE CONTRACTING OFFICER. SEE SPECIFICATION 00 08 00 PARAGRAPH 1.4.

THE CONTRACTOR SHALL BE COMPENSATED FOR ALL COORDINATION AND COST OF ANY EXISTING UTILITY RELOCATION NECESSARY AS PART OF CONSTRUCTION OPERATIONS,8.

CONTRACTING OFFICER. SEE SPECIFICATION 00 08 00 PARAGRAPH 1.4.

THE CONTRACTOR SHALL BE COMPENSATED FOR ALL COORDINATION AND COST OF CONSTRUCTION EFFORTS AFFECTING EXISTING UTILITIES, IF DEEMED NECESSARY BY THE7.

THE OWNER AND/OR ENGINEER UNDER ANY THEORY FOR DAMAGES RESULTING FROM LOCATION OF EXISTING UTILITIES AND/OR FACILITIES.

IMPROVEMENT PRIOR TO CONSTRUCTION NEAR UTILITIES. THE CONTRACTOR, BY ENTERING INTO THIS CONTRACT, EXPRESSLY WAIVES AND DISCLAIMS ANY CLAIM OR ACTION AGAINST

VERIFICATION BY THE CONTRACTOR PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR SHALL POTHOLE ANY KNOWN UTILITIES WITHIN 15 FEET OF ANY PROPOSED

OF EXISTING UTILITIES AND FACILITIES SHOWN ON THESE CONSTRUCTION DRAWINGS ARE TO BE REGARDED AS APPROXIMATE LOCATIONS, SUBJECT TO FURTHER

THE LOCATIONS OF ANY UTILITIES SHOWN IN THESE CONSTRUCTION DRAWINGS HAVE NOT BEEN SURVEYED, FIELD VERIFIED, OR IN ANY OTHER WAY CONFIRMED. THE LOCATIONS6.

SHALL BE RESPONSIBLE FOR ANY DAMAGE TO UTILITIES AND/OR FACILITIES CAUSED DURING THEIR CONSTRUCTION OPERATIONS.

SIGNIFICANT EFFORT HAS BEEN MADE TO DEPICT LOCATION, SIZE, TYPE, AND OWNER OF EXISTING UTILITIES IN THE VICINITY OF PROPOSED IMPROVEMENTS. THE CONTRACTOR5.

JULIE, OR THE TICKET SHALL BE RENEWED.

START TIME OF THE DIG TICKET, EVEN IF ALL UTILITIES HAVE BEEN MARKED. HOWEVER, THE CONTRACTOR MUST BEGIN THE EXCAVATION WITHIN 14 DAYS OF CONTACT WITH

EXCAVATION. CONTRACTOR SHALL ENSURE THAT ALL UTILITY LOCATES HAVE BEEN MARKED PRIOR TO EXCAVATION. THE CONTRACTOR CANNOT BEGIN EXCAVATION BEFORE THE DIG

THE CONTRACTOR SHALL CALL THE ILLINOIS JULIE UTILITY ONE CALL SYSTEM (CALL 811 OR 800-892-0123 FOR LOCATE REQUESTS) AT LEAST 3 WORKING DAYS PRIOR TO ANY4.

PLANS OR ACCOMPANYING CONSTRUCTION SPECIFICATIONS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL METHODS, SEQUENCING, AND SAFETY USED DURING CONSTRUCTION UNLESS SPECIFICALLY ADDRESSED OTHERWISE IN THESE3.

1202), AND THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD 88). ALL UNITS ARE IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED.

ALL EXISTING TOPOGRAPHY AND PROPOSED IMPROVEMENTS SHOWN IN THESE PLANS ARE SHOWN ON THE ILLINOIS WEST STATE PLANE COORDINATE SYSTEM OF 1983 (FIPS2.

DOCUMENTS

ACCOMPANY THESE PLANS. CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH ALL SPECIFICATIONS PRIOR TO BIDDING ANY IMPROVEMENTS SHOWN IN THESE CONSTRUCTION

ALL WORK REQUIRED TO COMPLETE THE IMPROVEMENTS SHOWN IN THESE PLANS SHALL BE IN ACCORDANCE WITH THE MOST RECENT PROJECT SPECIFICATIONS THAT1.

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