|
I
<br /> GENERAL NOTES:
<br /> 1. NOT ALL OF THE GAS,POWER,OR TELEPHONE LINES,WHETHER ABOVE OR BELOW GROUND,HAVE BEEN SHOWN ON THE DRAWINGS.
<br /> THE CONTRACTOR MUST REALIZE THAT THE ACTUAL LOCATIONS OF THE UTILITIES SHOWN ON THE DRAWINGS MAY BE DIFFERENT
<br /> FROM THE LOCATIONS INDICATED.
<br /> REDBUD COURT 2. THE LOCATIONS OF THE EXISTING WATER AND SANITARY LINES AS SHOWN ON THE DRAWINGS HAVE BEEN DETERMINED BY EXISTING
<br /> IDOT PAY CODE PAY ITEM Quantity Unit PLANS AND FIELD SURVEY AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR MUST ASSUME
<br /> RESPONSIBILITY FOR ALL PIPING AND MUST REALIZE THAT THE ACTUAL LOCATIONS MAY BE DIFFERENT FROM THOSE INDICATED ON
<br /> I
<br /> 20800150 TRENCH BACKFILL 90 CU YD THE DRAWINGS.
<br /> 25000100 SEEDING, CLASS 1 0.25 ACRE 3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN IN SERVICE ALL EXISTING UTILITIES ENCOUNTERED DURING
<br /> CONSTRUCTION UNLESS OTHERWISE INDICATED IN THE DRAWINGS. ANY PIPING WHICH CAN BE REMOVED DURING CONSTRUCTION
<br /> 25100115 MULCH METHOD 2 0.25 ACRE WITHOUT INTERRUPTION OF SERVICE MAY BE REMOVED AND REPLACED BY THE CONTRACTOR WITH THE PERMISSION OF THE
<br /> OWNER.
<br /> I
<br /> 28000500 INLET AN D PIPE PROTECTION 4 EACH 4. BEFORE STARTING ANY CONSTRUCTION ACTIVITIES,THE CONTRACTOR SHALL CALL J.U.L.I.E.AT 811 TO LOCATE THE UTILITIES. THE
<br /> CONTRACTOR IS RESPONSIBLE FOR ANY AND ALL REQUIREMENTS OF THE UTILITY COMPANY WHEN WORKING AROUND THEIR
<br /> 40604052 HOT-MIX ASPHALT SURFACE COURSE, IL-9.5, MIX"C", 2-INCH, N70 570 SQYD UTILITY. THE COST OF THESE REQUIREMENTS SHALL BE INCIDENTAL TO THE CONTRACT AND NOT BASIS FOR ADDITIONAL
<br /> 44000157 HOT-MIX ASPHALT SURFACE REMOVAL, 2-INCH 510 SQYD COMPENSATION.
<br /> 5. THE CONTRACTOR SHALL PRESERVE AND PROTECT PROPERTY MARKERS,SECTION CORNERS,SURVEY MARKS AND CITY BENCH
<br /> 44001700 COMBINATION CONCRETE CURB AND GUTTER REMOVAL AND REPLACEMENT 70 FOOT MARKS,SUCH AS STONES,PIPES,OR OTHER MONUMENTS ENCOUNTERED. IF THE CONTRACTOR MUST RELOCATE THE PROPERTY
<br /> MARKERS OR MONUMENTS,THEIR LOCATION SHALL BE REFERENCED BY A REGISTERED LAND SURVEYOR AND THE OWNER NOTIFIED
<br /> 44201723 CLASS D PATCHES, 6-INCH 60 SQYD BEFORE MOVING. ALL PROPERTY MARKERS AND MONUMENTS RELOCATED DURING CONSTRUCTION SHALL BE RE-ESTABLISHED BY
<br /> A REGISTERED LAND SURVEYOR AT THE CONTRACTOR'S EXPENSE.
<br /> I
<br /> 44213200 SAW CUTS 300 FOOT
<br /> 6. THE CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE AREA AND NO EXTRA COMPENSATION CONNECTED WITH OVERHEAD
<br /> 550A0050 STORM SEWERS, RCP, 12 INCH 150 FOOT UTILITIES WILL BE ALLOWED.
<br /> 55100500 STORM SEWER REMOVAL 12-INCH 10 FOOT 7. THE CONTRACTOR IS RESPONSIBLE FOR DUST AND MUD CONTROL.CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MATERIALS
<br /> DEPOSITED ON NEIGHBORING ROADWAYS OR PROPERTIES AS A RESULT OF THEIR CONSTRUCTION ACTIVITIES.
<br /> I
<br /> 60219000 MANHOLES,TYPE A,TYPE 8 SPECIAL#3 FRAME AND GRATE,4-FOOT DIAMETER
<br /> MANHOLES,TYPE A,TYPE 8 SPECIAL#10 FRAME AND GRATE,4-FOOT DIAMETER 1 EACH
<br /> 8. THE CONTRACTOR SHALL SUBMIT AND FOLLOW A SWPP PLAN AS REQUIRED BY STATE AND CITY REGULATIONS.CONTRACTOR
<br /> 60219000 _ 1 EACH SHALL FOLLOW ALL GUIDELINES WITH THE SWPP.
<br /> 60235700 INLET,TYPE A,TYPE 8 SPECIAL#10 FRAME AND GRATE, 2-FOOT DIAMETER 2 EACH 9. ROADWAY SURFACING AND BASE MATERIALS,OR ANY OTHER PROPERTY REMOVED OR DAMAGED,SHALL BE REPLACED OR
<br /> REPAIRED AS PROVIDED FOR IN THE SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS.THOSE NOT SPECIFICALLY ADDRESSED
<br /> 60500060 REMOVING INLETS 2 EACH SHALL BE REPLACED IN KIND.
<br /> XX005486 CONN ECT TO EXISTING PIPE 1 EACH 10. THE CONTRACTOR SHALL BE HELD ACCOUNTABLE FOR PROTECTING EXISTING FEATURES ADJACENT TO THE WORK AREA.ANY
<br /> CONSTRU
<br /> AREAS DAMAGEDCTIONACTIVITIES OUTSIDE THEAND SCOPEPROVIDE OFA WORKCOPY OFTO THETHE PROJECTOWNER. SHALL BE REPAIRED AND RESTORED BY THE CONTRACTOR AT NO
<br /> ADDITIONAL COST TO THE OWNER.CONTRACTOR SHALL DOCUMENT AND NOTIFY THE OWNER IMMEDIATELY IF AN AREA IS
<br /> I
<br /> - DISTURBED OUTSIDE OF THE WORK AREA.CONTRACTOR SHALL DOCUMENT EXISTING SITE CONDITIONS PRIOR TO BEGINNING
<br /> 903 W KAREN
<br /> 11. THE CONTRACTOR IS RESPONSIBLE FOR ALL CONSTRUCTION TRAFFIC CONTROL.ALL ROADWAYS MUST REMAIN OPEN TO TRAFFIC
<br /> IDOT PAY CODE PAY ITEM Quantity Unit UNLESS APPROVED BY OWNER.
<br /> 21400100 GRADING AND SHAPING DITCHES 50 FOOT 12. IT IS INTENDED THAT GRADING BE PROVIDED TO ASSURE ADEQUATE DRAINAGE AWAY FROM THE BUILDINGS AND STRUCTURES. ALL
<br /> I
<br /> -
<br /> 25000100 SEEDING, CLASS 1 0.1 ACRE GRADING SHALL BE APPROVED BY THE OWNER.
<br /> 13. THE CONTRACTOR IS SOLELY AND COMPLETELY RESPONSIBLE FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
<br /> 25100115 MULCH METHOD 2 0.1 ACRE OF THIS PROJECT,INCLUDING EROSION CONTROL AND SAFETY OF ALL PERSONS AND PROPERTY;THIS REQUIREMENT SHALL APPLY
<br /> CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS,AND THE CONTRACTOR SHALL DEFEND,INDEMNIFY AND HOLD
<br /> I
<br /> 28000500
<br /> 28100105 INLET LET AN D PIPE PROTECTION
<br /> STONE RIPRAP, CLASS A3 1 EACH
<br /> 36 SQYD THE OWNER HARMLESS FROM ALL LIABILITY,REAL,OR ALLEGED,IN CONNECTION WITH THE PERFORMANCE OR WORK ON THE
<br /> PROJECT EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER.
<br /> 14. INFORMATION ON DETAIL DRAWING TAKES PRIORITY OVER ALL GENERAL DRAWINGS AND SCHEDULES. CONFLICTS SHALL BE
<br /> 28200200 FILTER FABRIC 36 SQYD RESOLVED ACCORDINGLY.
<br /> I
<br /> Z0015500 DEBRIS REMOVAL 1 LUMP SUM 15. THE COST OF ABIDING BY THE PROVISIONS OF PERMITS ISSUED BY VARIOUS AGENCIES SHALL BE CONSIDERED INCIDENTAL TO THE
<br /> CONTRACT. ALL ASSOCIATED BONDING REQUIREMENTS AND COSTS ARE INCIDENTAL TO THE CONTRACT.
<br /> X5012502 CONCRETE REMOVAL 1 LUMP SUM 16. CONTRACTOR TO VERIFY DEPTH OF UTILITIES PRIOR TO CONSTRUCTION. WHEN CONNECTIONS ARE TO BE MADE TO EXISTING PIPING
<br /> AND FITTINGS,THE LOCATION AND ELEVATION OF THE EXISTING PIPING SHALL BE FIELD VERIFIED.
<br /> I
<br /> 17. CONTRACTOR SHALL PROVIDE ALL NECESSARY FITTINGS AND HARDWARE TO COMPLETE THE INSTALLATION. ADDITIONAL FITTINGS
<br /> BEYOND THOSE SHOWN ON THE DRAWINGS WILL BE REQUIRED AND THE ASSOCIATED COSTS ARE INCIDENTAL TO THE CONTRACT.
<br /> 18. ALL WATER MAIN AND SEWER CONSTRUCTION,MATERIALS AND TESTING SHALL BE IN ACCORDANCE WITH THE CONSTRUCTION
<br /> STANDARDS OF THE CITY OF DECATUR. ITEMS OF WORK NOT COVERED BY THE CITY STANDARDS SHALL BE COMPLETED IN
<br /> ACCORDANCE WITH THE"STANDARD SPECIFICATION FOR SEWER AND WATER MAIN CONSTRUCTION IN ILLINOIS",APRIL 2016 AND
<br /> THE ILLINOIS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION.
<br /> 19. TRENCH BACKFILL CONFORMING TO SECTION 208 AND ARTICLE 1004.05 OF THE ILLINOIS DEPARTMENT OF TRANSPORTATION
<br /> "STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION"-CURRENT EDITION AS OF THE PROJECT LETTING DATE;
<br /> SHALL BE USED IN ALL TRENCHES UNDER ALL ROADWAY SURFACES AND DRIVEWAYS AND WITHIN 2 FEET OF THE EDGE OF ANY
<br /> I ROADWAY SURFACES OR DRIVEWAYS.
<br /> 20. NOTHING CONTAINED HEREIN SHALL RELIEVE THE CONTRACTOR OF HIS/HER DUTY TO OBSERVE AND COMPLY WITH ALL APPLICABLE
<br /> LAWS,NOR SHALL THE ENGINEER BE RESPONSIBLE FOR THE CONTRACTOR'S COMPLIANCE OR NONCOMPLIANCE WITH SUCH LAWS.
<br /> 21. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S DUTY TO OBSERVE AND COMPLY WITH CLIENT CONTRACT
<br /> 1REQUIREMENTS,LOCAL AND STATE REGULATIONS,OR FOR THE CONTRACTOR'S FAILURE TO DO SO.
<br /> 22. EXISTING GRASS AREAS DISTURBED BY CONSTRUCTION OR REMOVAL OF THE VARIOUS WORK ITEMS UNDER THIS CONTRACT SHALL
<br /> BE RESTORED BY PROPERLY FILLING AND GRADING ALL DISTURBED AREAS WITH SOIL THAT IS PROPERLY PREPARED FOR SEED
<br /> APPLICATION AND THEN SEEDING AND MULCHING THE AREA IN ACCORDANCE WITH SECTIONS 250 AND 251 OF THE STANDARD
<br /> SPECIFICATIONS FOR CLASS 1A,2A SEEDING OR AS DIRECTED BY THE ENGINEER AND METHOD 1 OR METHOD 3 MULCHING AS
<br /> DIRECTED BY THE ENGINEER. FERTILIZER WILL NOT BE REQUIRED,UNLESS OTHERWISE INDICATED IN THE CONTRACT DOCUMENTS.
<br /> 23. ALL SAW CUTS NECESSARY TO COMPLETE THE WORK AS DETAILED IN THESE PLANS SHALL BE FULL DEPTH.
<br /> I
<br /> PROJECT TITLE SHEET TITLE SCALE: 0 OilCj I TY OF DECATUR 9 SHEETS
<br /> C.P. 2025-30 STORM DRAINAGE IMPROVEMENTS' GENERAL NOTES' a QUANTITIES A PUBLIC WORKS DEPARTMENT 2
<br /> I
<br /> s.p io, 2025-o:zDATE: AUGUST 2025 1DRAWN BY: clit,/EGT !CHECK BY: PBC
<br /> �m K:�ca„m� ,caw�o �zoaa ay project.�zearn, Improvement�7.t�ab�.�ca.r o.q.aro
<br />
|