W912P618B0003_Country_Club_Hills_Water_Main_Replacement_RTA_Plans_final.pdf
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SOLICITATION AND PLANS - COUNTRY CLUB HILLS IL WATER MAIN REPLACEMENT PLANS
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US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
US Army Corps of Engineers
US Army Corps of Engineers
Chicago District
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CITY of COUNTRY CLUB HILLS
PLANS FOR
COOK COUNTY, ILLINOIS
WATER MAIN REPLACEMENT
LEEWHITESIDE
LA SALLE
PUTNAM
PEORIA
STARK
HE
ND
ER
SO
N
WARREN
KNOX
WOODFORD
MARSHALL
MERCER
ROCK ISLAND HENRY BUREAU
IROQUOIS
LIVINGSTON
KANKAKEE
WILL
GRUNDY
KENDALL
DE KALB
BOONESTEVENSON WINNEBAGO
CARROLL
OGLE
JO DAVIESS
MC HENRY LAKE
COOKKANE
DU PAGE
JOINT
UTILITY
LOCATING
INFORMATION FOR
EXCAVATORS
Call: 811 OR 1-800-892-0123
48 hours before you dig
(EXCLUDING SAT., SUN. & HOL.)
Call Before You Dig
J LIE
ILLINOIS
ONE-CALL SYSTEM
INDEX OF SHEETS
G-001 COVER AND VICINITY MAP
CONSTRUCTION DETAILSC-501 - C-506
CU-110 - CU-113 RESTORATION PLAN
CU-103 - CU-109 PLAN & PROFILE
CU-114 - CU-117 EROSION CONTROL PLAN
CU-101-CU102 SUMMARY OF QUANTITIES AND
GENERAL NOTES
SOLICITATION NO. W912P6-18-B-0003
CONTRACT NO.: W912P6-18-C-00XX
ISSUE DATE: 14 DECEMBER 2017
CERTIFIED FINAL DOCUMENTS - RTA W912P6-18-C-00XX
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1. THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE CONSTRUCTION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE WATER MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE MAIN SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE SHALL BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE BE PERFORMED ACCORDING TO THE LATEST EDITION OF THE PERFORMED ACCORDING TO THE LATEST EDITION OF THE PERFORMED ACCORDING TO THE LATEST EDITION OF THE ACCORDING TO THE LATEST EDITION OF THE ACCORDING TO THE LATEST EDITION OF THE TO THE LATEST EDITION OF THE TO THE LATEST EDITION OF THE THE LATEST EDITION OF THE THE LATEST EDITION OF THE LATEST EDITION OF THE LATEST EDITION OF THE EDITION OF THE EDITION OF THE OF THE OF THE THE THE STANDARD SPECIFICATIONS FOR WATER AND SEWER MAIN CONSTRUCTION IN ILLINOIS. 2. BOTH THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB BOTH THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB THE ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB ROBINSON ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB ENGINEERING, LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB LTD. FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB FIELD OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB OFFICE (708-331-6700) AND THE CITY OF COUNTRY CLUB (708-331-6700) AND THE CITY OF COUNTRY CLUB (708-331-6700) AND THE CITY OF COUNTRY CLUB AND THE CITY OF COUNTRY CLUB AND THE CITY OF COUNTRY CLUB THE CITY OF COUNTRY CLUB THE CITY OF COUNTRY CLUB CITY OF COUNTRY CLUB CITY OF COUNTRY CLUB OF COUNTRY CLUB OF COUNTRY CLUB COUNTRY CLUB COUNTRY CLUB CLUB CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE DEPARTMENT (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE DEPARTMENT (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE (708-799-1390) SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE SHALL BE NOTIFIED TWO (2) WORKING DAYS BEFORE BE NOTIFIED TWO (2) WORKING DAYS BEFORE BE NOTIFIED TWO (2) WORKING DAYS BEFORE NOTIFIED TWO (2) WORKING DAYS BEFORE NOTIFIED TWO (2) WORKING DAYS BEFORE TWO (2) WORKING DAYS BEFORE TWO (2) WORKING DAYS BEFORE (2) WORKING DAYS BEFORE (2) WORKING DAYS BEFORE WORKING DAYS BEFORE WORKING DAYS BEFORE DAYS BEFORE DAYS BEFORE BEFORE BEFORE CONSTRUCTION BEGINS. 3. THE EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THE EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR EXISTING ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR ROAD SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR SIGNS AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR AND MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR MAILBOXES THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR THAT INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR INTERFERE WITH THE CONSTRUCTION WILL BE REMOVED OR WITH THE CONSTRUCTION WILL BE REMOVED OR WITH THE CONSTRUCTION WILL BE REMOVED OR THE CONSTRUCTION WILL BE REMOVED OR THE CONSTRUCTION WILL BE REMOVED OR CONSTRUCTION WILL BE REMOVED OR CONSTRUCTION WILL BE REMOVED OR WILL BE REMOVED OR WILL BE REMOVED OR BE REMOVED OR BE REMOVED OR REMOVED OR REMOVED OR OR OR RELOCATED. AFTER THE CONSTRUCTION IS COMPLETED, THE CONTRACTOR SHALL REPLACE THE SIGNS AND MAILBOXES AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE AS DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE DIRECTED BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE BY THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE WORK SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE SHALL NOT BE PAID FOR SEPARATELY BUT WILL BE NOT BE PAID FOR SEPARATELY BUT WILL BE NOT BE PAID FOR SEPARATELY BUT WILL BE BE PAID FOR SEPARATELY BUT WILL BE BE PAID FOR SEPARATELY BUT WILL BE PAID FOR SEPARATELY BUT WILL BE PAID FOR SEPARATELY BUT WILL BE FOR SEPARATELY BUT WILL BE FOR SEPARATELY BUT WILL BE SEPARATELY BUT WILL BE SEPARATELY BUT WILL BE BUT WILL BE BUT WILL BE WILL BE WILL BE BE BE CONSIDERED INCIDENTAL TO THE CONTRACT. 4. WHEN IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, WHEN IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, THE CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, CONSTRUCTION OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, OPERATION, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, ANY LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, LOOSE MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, MATERIAL IS DEPOSITED IN THE FLOW LINE OF DITCHES, IS DEPOSITED IN THE FLOW LINE OF DITCHES, IS DEPOSITED IN THE FLOW LINE OF DITCHES, DEPOSITED IN THE FLOW LINE OF DITCHES, DEPOSITED IN THE FLOW LINE OF DITCHES, IN THE FLOW LINE OF DITCHES, IN THE FLOW LINE OF DITCHES, THE FLOW LINE OF DITCHES, THE FLOW LINE OF DITCHES, FLOW LINE OF DITCHES, FLOW LINE OF DITCHES, LINE OF DITCHES, LINE OF DITCHES, OF DITCHES, OF DITCHES, DITCHES, DITCHES, GUTTERS OR OTHER DRAINAGE STRUCTURES SO THAT THE NATURAL FLOW OF WATER IS OBSTRUCTED, IT SHALL BE REMOVED AT THE CLOSE OF EACH DAY BY THE CONTRACTOR AT HIS EXPENSE. 5. EXISTING DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE EXISTING DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DRAINAGE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE FACILITIES SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE SHALL NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE NOT BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE BE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE UNNECESSARILY DISTURBED. THE CONTRACTOR SHALL PROVIDE DISTURBED. THE CONTRACTOR SHALL PROVIDE DISTURBED. THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE THE CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE CONTRACTOR SHALL PROVIDE SHALL PROVIDE SHALL PROVIDE PROVIDE PROVIDE TEMPORARY DRAINAGE FACILITIES WHEREVER NECESSARY TO MAINTAIN EXISTING DRAINAGE OUTLETS. THIS WORK SHALL BE INCIDENTAL TO THE CONTRACT. 6. AREAS DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY AREAS DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY DISTURBED BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY CONSTRUCTION SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY SHALL BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY BE KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY KEPT TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY TO A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY A MINIMUM. ALL AREAS DISTURBED UNNECESSARILY MINIMUM. ALL AREAS DISTURBED UNNECESSARILY MINIMUM. ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY ALL AREAS DISTURBED UNNECESSARILY AREAS DISTURBED UNNECESSARILY AREAS DISTURBED UNNECESSARILY DISTURBED UNNECESSARILY DISTURBED UNNECESSARILY UNNECESSARILY UNNECESSARILY SHALL BE RESTORED AS REQUIRED IN THE SPECIAL PROVISIONS AT THE CONTRACTOR'S EXPENSE. 7. ALL PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT ALL PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT PAVEMENT, CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT CURB AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT AND SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SIDEWALK REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT REMOVALS SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT SHALL BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BE MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MADE BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BY MEANS OF A STRAIGHT SAW CUT JOINT, AT BY MEANS OF A STRAIGHT SAW CUT JOINT, AT MEANS OF A STRAIGHT SAW CUT JOINT, AT MEANS OF A STRAIGHT SAW CUT JOINT, AT OF A STRAIGHT SAW CUT JOINT, AT OF A STRAIGHT SAW CUT JOINT, AT A STRAIGHT SAW CUT JOINT, AT A STRAIGHT SAW CUT JOINT, AT STRAIGHT SAW CUT JOINT, AT STRAIGHT SAW CUT JOINT, AT SAW CUT JOINT, AT SAW CUT JOINT, AT CUT JOINT, AT CUT JOINT, AT JOINT, AT JOINT, AT AT AT THE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE DIRECTION OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE OF THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE ENGINEER. THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE THIS WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE WORK SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE SHALL NOT BE PAID FOR SEPARATELY, BUT SHALL BE NOT BE PAID FOR SEPARATELY, BUT SHALL BE NOT BE PAID FOR SEPARATELY, BUT SHALL BE BE PAID FOR SEPARATELY, BUT SHALL BE BE PAID FOR SEPARATELY, BUT SHALL BE PAID FOR SEPARATELY, BUT SHALL BE PAID FOR SEPARATELY, BUT SHALL BE FOR SEPARATELY, BUT SHALL BE FOR SEPARATELY, BUT SHALL BE SEPARATELY, BUT SHALL BE SEPARATELY, BUT SHALL BE BUT SHALL BE BUT SHALL BE SHALL BE SHALL BE BE BE INCLUDED IN THE UNIT PRICE BID FOR THE VARIOUS ITEMS. 8. THE APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND THE APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND APPROXIMATE LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND LOCATION OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND OF KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND KNOWN PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PUBLIC UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND UTILITIES ARE PROVIDED FOR THE CONTRACTOR'S USE, AND ARE PROVIDED FOR THE CONTRACTOR'S USE, AND ARE PROVIDED FOR THE CONTRACTOR'S USE, AND PROVIDED FOR THE CONTRACTOR'S USE, AND PROVIDED FOR THE CONTRACTOR'S USE, AND FOR THE CONTRACTOR'S USE, AND FOR THE CONTRACTOR'S USE, AND THE CONTRACTOR'S USE, AND THE CONTRACTOR'S USE, AND CONTRACTOR'S USE, AND CONTRACTOR'S USE, AND USE, AND USE, AND AND AND ARE BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND BASED UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND UPON INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND INFORMATION AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AVAILABLE AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND AT THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND TIME OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND OF THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE ADVERTISEMENT FOR BIDS. THE OWNER AND THE ADVERTISEMENT FOR BIDS. THE OWNER AND ADVERTISEMENT FOR BIDS. THE OWNER AND ADVERTISEMENT FOR BIDS. THE OWNER AND FOR BIDS. THE OWNER AND FOR BIDS. THE OWNER AND BIDS. THE OWNER AND BIDS. THE OWNER AND THE OWNER AND THE OWNER AND THE OWNER AND OWNER AND OWNER AND AND AND ENGINEER DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S DO NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S NOT GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S GUARANTEE THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S THE ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S ACCURACY OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S OF UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S UTILITIES INFORMATION. IT SHALL BE THE CONTRACTOR'S INFORMATION. IT SHALL BE THE CONTRACTOR'S INFORMATION. IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S IT SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S SHALL BE THE CONTRACTOR'S BE THE CONTRACTOR'S BE THE CONTRACTOR'S THE CONTRACTOR'S THE CONTRACTOR'S CONTRACTOR'S CONTRACTOR'S RESPONSIBILITY TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL NOTIFY J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL J.U.L.I.E. AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL AT LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL LEAST 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL 48 HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL HOURS PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL PRIOR TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO EXCAVATION TO VERIFY LOCATIONS OF ALL TO EXCAVATION TO VERIFY LOCATIONS OF ALL EXCAVATION TO VERIFY LOCATIONS OF ALL EXCAVATION TO VERIFY LOCATIONS OF ALL TO VERIFY LOCATIONS OF ALL TO VERIFY LOCATIONS OF ALL VERIFY LOCATIONS OF ALL VERIFY LOCATIONS OF ALL LOCATIONS OF ALL LOCATIONS OF ALL OF ALL OF ALL ALL ALL UTILITIES. 9. CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS CONTRACTOR SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS SHALL PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS PROVIDE THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS THE ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS ENGINEER WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS WITH A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS A VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS VIDEO RECORDING DETAILING ALL SURFACE CONDITIONS RECORDING DETAILING ALL SURFACE CONDITIONS RECORDING DETAILING ALL SURFACE CONDITIONS DETAILING ALL SURFACE CONDITIONS DETAILING ALL SURFACE CONDITIONS ALL SURFACE CONDITIONS ALL SURFACE CONDITIONS SURFACE CONDITIONS SURFACE CONDITIONS CONDITIONS CONDITIONS WITHIN THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PROJECT AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE AREA PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE PRIOR TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE TO EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE EXCAVATION. ALL RESTORATION SHALL BE COMPLETED TO THE ALL RESTORATION SHALL BE COMPLETED TO THE ALL RESTORATION SHALL BE COMPLETED TO THE RESTORATION SHALL BE COMPLETED TO THE RESTORATION SHALL BE COMPLETED TO THE SHALL BE COMPLETED TO THE SHALL BE COMPLETED TO THE BE COMPLETED TO THE BE COMPLETED TO THE COMPLETED TO THE COMPLETED TO THE TO THE TO THE THE THE SATISFACTION OF THE OWNER AND ENGINEER. 10. TEMPORARY ACCESS TO PROPERTIES AFFECTED BY THE CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES BY TEMPORARY ACCESS TO PROPERTIES AFFECTED BY THE CONSTRUCTION SHALL BE MAINTAINED AT ALL TIMES BY BY PLACEMENT OF TEMPORARY AGGREGATE. THE CONTRACTOR SHALL PERIODICALLY MONITOR ALL AFFECTED AREAS DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL DURING THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL THE PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PROJECT, AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AND SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL PLACE ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL ADDITIONAL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AGGREGATE WHEN NECESSARY. THIS WORK SHALL AGGREGATE WHEN NECESSARY. THIS WORK SHALL WHEN NECESSARY. THIS WORK SHALL WHEN NECESSARY. THIS WORK SHALL NECESSARY. THIS WORK SHALL NECESSARY. THIS WORK SHALL THIS WORK SHALL THIS WORK SHALL THIS WORK SHALL WORK SHALL WORK SHALL SHALL SHALL NOT BE PAID FOR DIRECTLY, BUT SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. 11. THE CITY OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE THE CITY OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE CITY OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE CITY OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE OF COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE COUNTRY CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE CLUB HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE HILLS WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE WATER DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE DEPARTMENT (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE (708-799-1390) SHALL BE NOTIFIED PRIOR TO THE SHALL BE NOTIFIED PRIOR TO THE SHALL BE NOTIFIED PRIOR TO THE BE NOTIFIED PRIOR TO THE BE NOTIFIED PRIOR TO THE NOTIFIED PRIOR TO THE NOTIFIED PRIOR TO THE PRIOR TO THE PRIOR TO THE TO THE TO THE THE THE OPENING OR CLOSING OF ALL WATER VALVES, FIRE HYDRANTS, AND/OR OTHER WATER SYSTEM APPURTENANCES. 12. CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE CONTRACTOR SHALL BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE SHALL BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE SHALL BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE BE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE RESPONSIBLE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE AT ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE ALL TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE TIMES FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE FOR TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE TRAFFIC CONTROL AND PROTECTION IN ACCORDANCE CONTROL AND PROTECTION IN ACCORDANCE CONTROL AND PROTECTION IN ACCORDANCE AND PROTECTION IN ACCORDANCE AND PROTECTION IN ACCORDANCE PROTECTION IN ACCORDANCE PROTECTION IN ACCORDANCE IN ACCORDANCE IN ACCORDANCE ACCORDANCE ACCORDANCE WITH THE SPECIAL PROVISIONS. 13. THE TOP OF ALL STRUCTURES SHALL BE FLUSH WITH THE ADJACENT SURFACE. FRAMES ON ALL NEW THE TOP OF ALL STRUCTURES SHALL BE FLUSH WITH THE ADJACENT SURFACE. FRAMES ON ALL NEW STRUCTURES SHALL BE ADJUSTED TO THE FINAL SURFACE ELEVATIONS AS PART OF THE NEW STRUCTURE COST. 14. ITEMS OF WORK LISTED IN THE SUMMARY OF QUANTITIES NOT SPECIFICALLY CALLED OUT ON THE PLANS ITEMS OF WORK LISTED IN THE SUMMARY OF QUANTITIES NOT SPECIFICALLY CALLED OUT ON THE PLANS SHALL BE PERFORMED AS DIRECTED BY THE ENGINEER. 15. THE CONTRACTOR SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN THE CONTRACTOR SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN CONTRACTOR SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN CONTRACTOR SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN SHALL KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN KEEP AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN AN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN “AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN AS BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN BUILT” SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN SET OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN OF DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN DRAWINGS WHICH WILL SHOW ANY CHANGES MADE IN WHICH WILL SHOW ANY CHANGES MADE IN WHICH WILL SHOW ANY CHANGES MADE IN WILL SHOW ANY CHANGES MADE IN WILL SHOW ANY CHANGES MADE IN SHOW ANY CHANGES MADE IN SHOW ANY CHANGES MADE IN ANY CHANGES MADE IN ANY CHANGES MADE IN CHANGES MADE IN CHANGES MADE IN MADE IN MADE IN IN IN THE FIELD WHICH ARE DIFFERENT THAN WHAT IS SHOWN ON THE DRAWINGS. TWO (2) COPIES OF THE AS BUILT” DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE BUILT” DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE BUILT” DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE DRAWINGS ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE ARE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE TO BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE BE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE SUBMITTED TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE TO THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE ENGINEER BEFORE THE PROJECT IS ACCEPTED BY THE BEFORE THE PROJECT IS ACCEPTED BY THE BEFORE THE PROJECT IS ACCEPTED BY THE THE PROJECT IS ACCEPTED BY THE THE PROJECT IS ACCEPTED BY THE PROJECT IS ACCEPTED BY THE PROJECT IS ACCEPTED BY THE IS ACCEPTED BY THE IS ACCEPTED BY THE ACCEPTED BY THE ACCEPTED BY THE BY THE BY THE THE THE OWNER. 16. A MINIMUM OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT A MINIMUM OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT MINIMUM OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT MINIMUM OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OF 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT 3 FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT FEET OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT OF PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT PROTECTIVE COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT COVER SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT SHALL BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT BE CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT CONSTRUCTED PRIOR TO RUNNING HEAVY EQUIPMENT PRIOR TO RUNNING HEAVY EQUIPMENT PRIOR TO RUNNING HEAVY EQUIPMENT TO RUNNING HEAVY EQUIPMENT TO RUNNING HEAVY EQUIPMENT RUNNING HEAVY EQUIPMENT RUNNING HEAVY EQUIPMENT HEAVY EQUIPMENT HEAVY EQUIPMENT EQUIPMENT EQUIPMENT OVER INSTALLED PIPES.
AutoCAD SHX Text
DESCRIPTION
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QTY
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MOBILIZATION
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TRAFFIC CONTROL
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INLET FILTERS
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TREE PROTECTION
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PAVEMENT REMOVAL
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COMBINATION CURB AND GUTTER REMOVAL
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DRIVEWAY PAVEMENT REMOVAL
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SIDEWALK REMOVAL
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FIRE HYDRANTS TO BE REMOVED
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REMOVE AND ABANDON VALVE BOX
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WATER MAIN TO BE ABANDONED, 6"
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SANITARY SEWER SERVICE ADJUSTMENT
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DEMOBILIZATION
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175TH STREET
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WINSTON DRIVE
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175TH PLACE
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177TH STREET
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177TH PLACE
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MULBERRY ST
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BAKER AV
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ST
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SYCAMORE
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SYCAMORE ST
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AV
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WEST 176TH
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PLACE
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MAPLE AVENUE
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CHESTNUT ST
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CYPRESS AV
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OAKWOOD
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AV
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CT
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179TH
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ST
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TER
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VENUE
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CAMBRIDGE
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CIRCLE
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BAKER
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AV
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KEELER
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AV
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178TH STREET
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WILLOW
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AV
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CHESTNUT
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AV
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CYPRE
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AV
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176TH ST
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HAWTHORNE
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DR
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LAKEVIEW DRIVE
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CAMBRIDGE DRIVE
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BASE BID - HAWTHORNE DRIVE 175TH PLACE TO 177TH STREET
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OPTION BID NO. 3 - CAMBRIDGE DRIVE (179TH ST) CEDAR AVENUE TO KEELER AVENUE
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OPTION BID NO. 2 - CAMBRIDGE DRIVE KEELER AVENUE TO CYPRESS AVENUE
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OPTION BID NO. 1 - CAMBRIDGE DRIVE CYPRESS AVENUE TO PULASKI STREET
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BASE BID ITEMS
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BID ITEM #
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6" CUT AND CAP
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DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8"
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FIRE HYDRANT ASSEMBLY COMPLETE
AutoCAD SHX Text 6" X 6" TAPPING SLEEVE AND VALVE IN VALVE VAULT, TYPE A, 4' DIAMETER, TYPE 1 FRAME, CLOSED LID
AutoCAD SHX Text 8" X 8" TAPPING SLEEVE AND VALVE IN VALVE VAULT, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID
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STEEL CASINGS 20"
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REMOVE EXISTING WATER VALVE
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GATE VALVE 8" IN 4 FT DIAMETER VALVE VAULT, TYPE 1 FRAME, CLOSED LID
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1" WATER SERVICE (SHORT)
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1" WATER SERVICE (LONG)
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CLASS D PATCHES, TYPE IV, 4 INCH
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HOT-MIX ASPHALT DRIVEWAY PAVEMENT, 4"
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PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH
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COMBINATION CURB AND GUTTER REPLACEMENT
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SODDING, SALT TOLERANT (SPECIAL)
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TRAFFIC CONTROL
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INLET FILTERS
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PAVEMENT REMOVAL
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COMBINATION CURB AND GUTTER REMOVAL
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SIDEWALK REMOVAL
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REMOVE AND ABANDON VALVE BOX
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WATER MAIN TO BE ABANDONED, 8"
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SANITARY SEWER SERVICE ADJUSTMENT
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6" CUT AND CAP
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DUCTILE IRON WATER MAIN, CLASS 52 WITH POLYETHYLENE ENCASEMENT, 8"
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6" X 6" TAPPING SLEEVE AND VALVE IN VALVE BOX
AutoCAD SHX Text 8" X 8" TAPPING SLEEVE AND VALVE IN VALVE VAULT, TYPE A, 5' DIAMETER, TYPE 1 FRAME, CLOSED LID
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STEEL CASINGS 20"
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1" WATER SERVICE (SHORT)
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CLASS D PATCHES, TYPE IV, 4 INCH
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PORTLAND CEMENT CONCRETE SIDEWALK 5 INCH
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COMBINATION CURB AND GUTTER REPLACEMENT
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JOB
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JOB
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JOB
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EACH
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EACH
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SQ YD
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LF
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SQ YD
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SQ FT
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EACH
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EACH
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EACH
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EACH
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EACH
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LF
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EACH
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EACH
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EACH
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LF
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EACH
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EACH
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EACH
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EACH
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SQ YD
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SQ YD
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SQ FT
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LF
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SQ YD
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JOB
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EACH
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SQ YD
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LF
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SQ FT
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EACH
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EACH
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EACH
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EACH
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LF
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EACH
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LF
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DESCRIPTION
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QTY
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BID ITEM #
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OPTION AREA #1 BID ITEMS
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DETECTOR LOOP REPLACEMENT
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PERFORMANCE & PAYMENT BOND FOR BID…
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