city of valdez€¦ · north harbor drive-----sheet layout, index, and general notes. a2. 2020....

SOUTH HARBOR DRIVEPROJECT NO. 19-310-110GRADING, DRAINAGE, UTILITIES, PAVING,PATHWAYS, SIGNING, AND STRIPING

CITY OF VALDEZPAVEMENT MANAGEMENT, PHASE 1

AutoCAD SHX TextW EGAN DRIVE

AutoCAD SHX TextBLUEBERRY HILL RD

AutoCAD SHX TextHOMESTEAD RD

AutoCAD SHX TextEGAN DR

AutoCAD SHX TextCOTTONWOOD DR

AutoCAD SHX TextCOPPER DR

AutoCAD SHX TextW KLUTINA ST

AutoCAD SHX TextMEALS AVE

AutoCAD SHX TextPIONEER DR

AutoCAD SHX TextPIONEER DR

AutoCAD SHX TextGALENA DRIVE

AutoCAD SHX TextS HARBOR DR

AutoCAD SHX TextKOBUK

AutoCAD SHX TextHANAGITA ST

AutoCAD SHX TextROBE

AutoCAD SHX TextDRIVE

AutoCAD SHX TextHARBOR

AutoCAD SHX TextDUCK FLATS

AutoCAD SHX TextDUCK FLATS

AutoCAD SHX TextMINERAL CREEK

AutoCAD SHX TextPORT OF VALDEZ

AutoCAD SHX TextRICHARDSON HWY

AutoCAD SHX TextHAZELET AVE

AutoCAD SHX TextRIVER DR

AutoCAD SHX TextNABESNAS ST

AutoCAD SHX TextMENDELTNA ST

AutoCAD SHX TextLOWE ST

AutoCAD SHX TextKLUTINA ST

AutoCAD SHX TextJAGO ST

AutoCAD SHX TextIDITAROD ST

AutoCAD SHX TextFORAKER ST

AutoCAD SHX TextEKLUTNA ST

AutoCAD SHX TextDADINA ST

AutoCAD SHX TextCHENA ST

AutoCAD SHX TextBREMNER ST

AutoCAD SHX TextALATNA ST

AutoCAD SHX TextOUMALIK ST

AutoCAD SHX TextGULKANA ST

AutoCAD SHX TextHOSPITAL DR

AutoCAD SHX TextPORCUPINE ST

AutoCAD SHX TextFAIRBANKS DR

AutoCAD SHX TextCHENEGA AVE

AutoCAD SHX TextCLARK AVE

AutoCAD SHX TextBIRCH CIR

AutoCAD SHX TextASPEN CIR

AutoCAD SHX TextWINTER PARK CIR

AutoCAD SHX TextCOHO PL

AutoCAD SHX TextBIRCH CIR

AutoCAD SHX TextS GLACIER DR

AutoCAD SHX TextS WATERFALL DR

AutoCAD SHX TextS SNOWTREE DR

AutoCAD SHX TextS MORAINE DR

AutoCAD SHX TextN

AutoCAD SHX TextGLACIER

AutoCAD SHX TextDR

AutoCAD SHX TextW NABESNAS ST

AutoCAD SHX TextPACIFIC AVE

AutoCAD SHX TextW LOWE ST

AutoCAD SHX TextMINERAL

AutoCAD SHX TextCREEK DR

AutoCAD SHX TextPTARMIGAN PL

AutoCAD SHX TextANCHOR CREST ST

AutoCAD SHX TextN MORAINE DR

AutoCAD SHX TextN SNOWTREE DR

AutoCAD SHX TextN WATERFALL DR

AutoCAD SHX TextTRAILER CT DR

AutoCAD SHX TextTATITLEK AVE

AutoCAD SHX TextCLIFTON CT

AutoCAD SHX TextFIDALGO AVE

AutoCAD SHX TextHARBOR DR

AutoCAD SHX TextCHITINA AVE

AutoCAD SHX TextDOT PF DR

AutoCAD SHX TextHANAGITA

AutoCAD SHX TextE

AutoCAD SHX TextST

AutoCAD SHX TextFRONT ST

AutoCAD SHX TextALASKA CT

AutoCAD SHX TextDEWEY CT

AutoCAD SHX TextKOTSINA CT

AutoCAD SHX TextBROADWAY CT

AutoCAD SHX TextFIDDLEHEAD

AutoCAD SHX TextLN

AutoCAD SHX TextCITY OF VALDEZ

AutoCAD SHX TextWHALEN AVE

AutoCAD SHX TextCHILKAT CIR

AutoCAD SHX TextKENO CIR

AutoCAD SHX TextHARBOR

AutoCAD SHX TextKENNICOTT AVE

AutoCAD SHX TextA1

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextEND PROJECT STA. 44+00

AutoCAD SHX TextBEGIN PROJECT STA. 10+75

AutoCAD SHX TextSHEET NO.

AutoCAD SHX TextTOTAL SHEETS

AutoCAD SHX TextDRAFTED

AutoCAD SHX TextCHECKED

AutoCAD SHX TextDESIGNED

AutoCAD SHX TextLAYOUT

AutoCAD SHX TextDATE/TIME

AutoCAD SHX TextFILE

AutoCAD SHX TextYEAR

AutoCAD SHX Text2020

AutoCAD SHX TextPROJECT DESIGNATION

AutoCAD SHX Text19-310-110

AutoCAD SHX TextALASKA

AutoCAD SHX TextSTATE

AutoCAD SHX TextREVISION

AutoCAD SHX TextDATE

AutoCAD SHX TextNO.

AutoCAD SHX TextZ:\PROJECTS\00581 VALDEZ DESIGN SERVICES\DWGS\C-KH\SHEETS\581-KH_A1_TITLE.DWG

AutoCAD SHX Text1/8/2020 11:51 AM

AutoCAD SHX TextA1

AutoCAD SHX TextA5

AutoCAD SHX TextS HARBOR DRIVE

AutoCAD SHX TextPROJECT LOCATION

AutoCAD SHX TextCITY OF VALDEZ

AutoCAD SHX TextN

AutoCAD SHX Text0

AutoCAD SHX TextSCALE IN FEET

AutoCAD SHX TextHORZ

AutoCAD SHX Text750


AutoCAD SHX TextINDEX


AutoCAD SHX TextDESCRIPTION

AutoCAD SHX TextA1

AutoCAD SHX TextTITLE SHEET

AutoCAD SHX TextA2

AutoCAD SHX TextSHEET LAYOUT, INDEX, AND GENERAL NOTES

AutoCAD SHX TextA3

AutoCAD SHX TextLEGEND SHEET

AutoCAD SHX TextA4-A5

AutoCAD SHX TextSURVEY CONTROL

AutoCAD SHX TextB1-B2-B2B2

AutoCAD SHX TextTYPICAL SECTIONS

AutoCAD SHX TextC1

AutoCAD SHX TextESTIMATE OF QUANTITIES

AutoCAD SHX TextD1

AutoCAD SHX TextSUMMARY TABLES

AutoCAD SHX TextE1-E3-E3E3

AutoCAD SHX TextDETAILS

AutoCAD SHX TextF1-F8-F8F8

AutoCAD SHX TextSOUTH HARBOR DRIVE, PLAN AND PROFILE

AutoCAD SHX TextH1

AutoCAD SHX TextTRAFFIC LEGEND AND NOTES

AutoCAD SHX TextH2-H5-H5H5

AutoCAD SHX TextSIGNING AND STRIPING PLANS

AutoCAD SHX TextH6-H7-H7H7

AutoCAD SHX TextSIGN SUMMARIES

AutoCAD SHX TextH8

AutoCAD SHX TextSIGN DETAILS

AutoCAD SHX TextJ1-J3-J3J3

AutoCAD SHX TextTRAFFIC CONTROL PLANS

AutoCAD SHX TextJ4

AutoCAD SHX TextPHASING PLAN

AutoCAD SHX TextQ1-Q5-Q5Q5

AutoCAD SHX TextESCP

AutoCAD SHX TextU1-U3-U3U3

AutoCAD SHX TextUTILITY DETAILS


AutoCAD SHX TextUTILITY PLANS


AutoCAD SHX TextFIBER OPTIC PLANS

AutoCAD SHX TextPLANS DEVELOPED BY: KINNEY ENGINEERING, LLC 3909 Arctic Blvd, Suite 400 Anchorage, Alaska 99503 (907) 346-2373 CERT. OF AUTH. NO. AECL 1102

AutoCAD SHX Text65% REVIEW JANUARY 2020

AutoCAD SHX TextVICINITY MAP

AutoCAD SHX TextNorth Harbor Drive

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX Text--

AutoCAD SHX TextSHEET LAYOUT, INDEX, AND GENERAL NOTES

AutoCAD SHX TextA2

AutoCAD SHX TextGENERAL NOTES: 1. CONTRACTOR SHALL COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD CONTRACTOR SHALL COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD SHALL COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD SHALL COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD COMPLETE CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD CONSTRUCTION IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD IN ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD ACCORDANCE WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD WITH THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD THE PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD PROJECT SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD SPECIAL PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD PROVISONS, STANDARD MODIFICATIONS, PLANS, STANDARD STANDARD MODIFICATIONS, PLANS, STANDARD STANDARD MODIFICATIONS, PLANS, STANDARD MODIFICATIONS, PLANS, STANDARD MODIFICATIONS, PLANS, STANDARD PLANS, STANDARD PLANS, STANDARD STANDARD STANDARD SPECIFICATIONS, AND STANDARD DETAILS. 2. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE THE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE CONTRACTOR SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE SHALL OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE OBTAIN ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE NECESSARY LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE LOCAL, STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE STATE, AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE AND FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE FEDERAL PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE PERMITS PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE PRIOR TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE TO BEGINNING CONSTRUCTION. THE PERMITS SHALL BE BEGINNING CONSTRUCTION. THE PERMITS SHALL BE BEGINNING CONSTRUCTION. THE PERMITS SHALL BE CONSTRUCTION. THE PERMITS SHALL BE CONSTRUCTION. THE PERMITS SHALL BE THE PERMITS SHALL BE THE PERMITS SHALL BE THE PERMITS SHALL BE PERMITS SHALL BE PERMITS SHALL BE SHALL BE SHALL BE BE BE MAINTAINED AT THE JOB SITE. 3. CONTRACTOR SHALL MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR SHALL MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE SHALL MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE SHALL MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE MAINTAIN "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE "REDLINE" RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE RECORD DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE DRAWINGS ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE ON A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE A CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE CLEAN SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE SET OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE OF CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE CONSTRUCTION DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE DRAWINGS. THE CONTRACTOR SHALL MAINTAIN THE THE CONTRACTOR SHALL MAINTAIN THE THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR SHALL MAINTAIN THE CONTRACTOR SHALL MAINTAIN THE SHALL MAINTAIN THE SHALL MAINTAIN THE MAINTAIN THE MAINTAIN THE THE THE "REDLINES" CURRENT ON A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL CURRENT ON A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL CURRENT ON A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL ON A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL ON A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL A DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL DAILY BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL BASIS WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL WHICH SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL BE AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL AVAILABLE TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL TO THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL THE ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL ENGINEER FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL FOR INSPECTION ON THE JOB SITE. CONTRACTOR SHALL INSPECTION ON THE JOB SITE. CONTRACTOR SHALL INSPECTION ON THE JOB SITE. CONTRACTOR SHALL ON THE JOB SITE. CONTRACTOR SHALL ON THE JOB SITE. CONTRACTOR SHALL THE JOB SITE. CONTRACTOR SHALL THE JOB SITE. CONTRACTOR SHALL JOB SITE. CONTRACTOR SHALL JOB SITE. CONTRACTOR SHALL SITE. CONTRACTOR SHALL SITE. CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL RECORD SURVEY NOTES AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SURVEY NOTES AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SURVEY NOTES AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, NOTES AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, NOTES AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, AND SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SUBMIT DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, DAILY TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, TO THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, THE ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, ENGINEER. CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, CONTRACTOR SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SHALL RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, RECORD SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, SURVEY NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, NOTES FOR SUBMITTAL WITH RECORD DRAWINGS, FOR SUBMITTAL WITH RECORD DRAWINGS, FOR SUBMITTAL WITH RECORD DRAWINGS, SUBMITTAL WITH RECORD DRAWINGS, SUBMITTAL WITH RECORD DRAWINGS, WITH RECORD DRAWINGS, WITH RECORD DRAWINGS, RECORD DRAWINGS, RECORD DRAWINGS, DRAWINGS, DRAWINGS, INCLUDING HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM HORIZONTAL AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM AND VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM VERTICAL LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM LOCATIONS OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM OF ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM ALL UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM UTILITIES ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM ENCOUNTERED IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM IN THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM THE FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM FIELD. CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM CONTRACTOR SHALL RECORD ALL DEVIATIONS FROM SHALL RECORD ALL DEVIATIONS FROM SHALL RECORD ALL DEVIATIONS FROM RECORD ALL DEVIATIONS FROM RECORD ALL DEVIATIONS FROM ALL DEVIATIONS FROM ALL DEVIATIONS FROM DEVIATIONS FROM DEVIATIONS FROM FROM FROM THE PLANS. 4. CONSTRUCTION OPERATIONS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS CONSTRUCTION OPERATIONS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS OPERATIONS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS OPERATIONS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS REQUIRED FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS FOR THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS THIS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS PROJECT SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS SHALL REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS REMAIN WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS WITHIN EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS EXISTING CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS CITY OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS OF VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS VALDEZ RIGHTS-OF-WAY AND EASEMENTS, UNLESS RIGHTS-OF-WAY AND EASEMENTS, UNLESS RIGHTS-OF-WAY AND EASEMENTS, UNLESS AND EASEMENTS, UNLESS AND EASEMENTS, UNLESS EASEMENTS, UNLESS EASEMENTS, UNLESS UNLESS UNLESS OTHERWISE APPROVED IN WRITING BY THE ENGINEER AND THE AFFECTED PROPERTY OWNER. 5. LOCATIONS DEPICTED FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD LOCATIONS DEPICTED FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD DEPICTED FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD DEPICTED FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD FOR THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD THE UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD UTILITIES AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD AND OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD OTHER EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD EXISTING FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD FEATURES ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD ARE APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD APPROXIMATE. SOME UTILITIES HAVE BEEN LOCATED FROM RECORD SOME UTILITIES HAVE BEEN LOCATED FROM RECORD SOME UTILITIES HAVE BEEN LOCATED FROM RECORD SOME UTILITIES HAVE BEEN LOCATED FROM RECORD UTILITIES HAVE BEEN LOCATED FROM RECORD UTILITIES HAVE BEEN LOCATED FROM RECORD HAVE BEEN LOCATED FROM RECORD HAVE BEEN LOCATED FROM RECORD BEEN LOCATED FROM RECORD BEEN LOCATED FROM RECORD BEEN LOCATED FROM RECORD LOCATED FROM RECORD LOCATED FROM RECORD FROM RECORD FROM RECORD RECORD RECORD DRAWINGS AND UTILITY COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL AND UTILITY COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL AND UTILITY COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL UTILITY COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL UTILITY COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL COMPANY LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATES. CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL LOCATE AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL AND VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL ALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL UTILITIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL TO CONSTRUCTION. THE CONTRACTOR SHALL TO CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCTION. THE CONTRACTOR SHALL CONSTRUCTION. THE CONTRACTOR SHALL THE CONTRACTOR SHALL THE CONTRACTOR SHALL CONTRACTOR SHALL CONTRACTOR SHALL SHALL SHALL BE SOLELY RESPONSIBLE FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK SOLELY RESPONSIBLE FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK SOLELY RESPONSIBLE FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK RESPONSIBLE FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK RESPONSIBLE FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK FOR ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK ALL DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK DAMAGES TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK TO UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK UTILITIES THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK THAT ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK ARE THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK THE RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK RESULT OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK OF FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK FAILURE TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK TO OBTAIN FIELD LOCATES BEFORE PERFORMING WORK OBTAIN FIELD LOCATES BEFORE PERFORMING WORK OBTAIN FIELD LOCATES BEFORE PERFORMING WORK FIELD LOCATES BEFORE PERFORMING WORK FIELD LOCATES BEFORE PERFORMING WORK LOCATES BEFORE PERFORMING WORK LOCATES BEFORE PERFORMING WORK BEFORE PERFORMING WORK BEFORE PERFORMING WORK PERFORMING WORK PERFORMING WORK WORK WORK THAT RESULTED IN DAMAGE. 6. UNDERGROUND ELECTRICAL AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. UNDERGROUND ELECTRICAL AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. ELECTRICAL AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. ELECTRICAL AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. AND TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. TELECOMMUNICATION LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. LINES OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. OCCUR WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. WITHIN THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. THE PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. PROJECT AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. AREA; CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. CONTRACTOR SHALL COORDINATE WORK ACCORDINGLY. SHALL COORDINATE WORK ACCORDINGLY. SHALL COORDINATE WORK ACCORDINGLY. COORDINATE WORK ACCORDINGLY. COORDINATE WORK ACCORDINGLY. WORK ACCORDINGLY. WORK ACCORDINGLY. ACCORDINGLY. ACCORDINGLY. ALL WORK IN CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES WORK IN CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES WORK IN CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES IN CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES IN CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES CLOSE PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES PROXIMITY TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES TO EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES EXISTING UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES UNDERGROUND LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES LINES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES SHALL COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES COMPLY WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES WITH APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES APPLICABLE FEDERAL, STATE, AND LOCAL STATUTES, CODES FEDERAL, STATE, AND LOCAL STATUTES, CODES FEDERAL, STATE, AND LOCAL STATUTES, CODES STATE, AND LOCAL STATUTES, CODES STATE, AND LOCAL STATUTES, CODES AND LOCAL STATUTES, CODES AND LOCAL STATUTES, CODES LOCAL STATUTES, CODES LOCAL STATUTES, CODES STATUTES, CODES STATUTES, CODES CODES CODES AND GUIDELINES, AND THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO GUIDELINES, AND THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO GUIDELINES, AND THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO AND THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO AND THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO THE ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO ELECTRICAL FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO FACILITY CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO CLEARANCE REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO REQUIREMENTS OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO OF THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO THE GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO GOVERNING UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO UTILITY. CONTRACTOR SHALL HAND DIG WITHIN TWO CONTRACTOR SHALL HAND DIG WITHIN TWO CONTRACTOR SHALL HAND DIG WITHIN TWO SHALL HAND DIG WITHIN TWO SHALL HAND DIG WITHIN TWO HAND DIG WITHIN TWO HAND DIG WITHIN TWO DIG WITHIN TWO DIG WITHIN TWO WITHIN TWO WITHIN TWO TWO TWO FEET OF BURIED ELECTRICAL CABLE. 7. CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED SHALL SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED SHALL SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED SAWCUT EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED EXISTING PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED PAVEMENT (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED (ROADS, PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED PARKING AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED AREAS, DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED DRIVEWAYS, ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED ETC.,) TO A LINE 2 FEET BEYOND THE PROPOSED TO A LINE 2 FEET BEYOND THE PROPOSED TO A LINE 2 FEET BEYOND THE PROPOSED A LINE 2 FEET BEYOND THE PROPOSED A LINE 2 FEET BEYOND THE PROPOSED LINE 2 FEET BEYOND THE PROPOSED LINE 2 FEET BEYOND THE PROPOSED 2 FEET BEYOND THE PROPOSED 2 FEET BEYOND THE PROPOSED FEET BEYOND THE PROPOSED FEET BEYOND THE PROPOSED BEYOND THE PROPOSED BEYOND THE PROPOSED THE PROPOSED THE PROPOSED PROPOSED PROPOSED IMPROVEMENTS, DURING THE INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED DURING THE INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED DURING THE INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED THE INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED THE INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED INITIAL EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED EXCAVATION OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED OPERATIONS. IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED IF EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED EXISTING PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED PAVEMENT HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED HAS BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED BEEN LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED LIFTED, IF EDGE DOES NOT OCCUR IN UNDISTURBED IF EDGE DOES NOT OCCUR IN UNDISTURBED IF EDGE DOES NOT OCCUR IN UNDISTURBED EDGE DOES NOT OCCUR IN UNDISTURBED EDGE DOES NOT OCCUR IN UNDISTURBED DOES NOT OCCUR IN UNDISTURBED DOES NOT OCCUR IN UNDISTURBED NOT OCCUR IN UNDISTURBED NOT OCCUR IN UNDISTURBED OCCUR IN UNDISTURBED OCCUR IN UNDISTURBED IN UNDISTURBED IN UNDISTURBED UNDISTURBED UNDISTURBED MATERIAL, OR IF EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A OR IF EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A OR IF EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A IF EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A IF EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A EDGE IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A IS LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A LOCATED WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A WITHIN A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A TRAVEL LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A LANE, FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A FURTHER REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A REMOVAL MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A MAY BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A BE REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A REQUIRED, AS DIRECTED BY THE ENGINEER, TO PROVIDE A AS DIRECTED BY THE ENGINEER, TO PROVIDE A AS DIRECTED BY THE ENGINEER, TO PROVIDE A DIRECTED BY THE ENGINEER, TO PROVIDE A DIRECTED BY THE ENGINEER, TO PROVIDE A BY THE ENGINEER, TO PROVIDE A BY THE ENGINEER, TO PROVIDE A THE ENGINEER, TO PROVIDE A THE ENGINEER, TO PROVIDE A ENGINEER, TO PROVIDE A ENGINEER, TO PROVIDE A TO PROVIDE A TO PROVIDE A PROVIDE A PROVIDE A A A PROPER TRANSITION BETWEEN NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE TRANSITION BETWEEN NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE TRANSITION BETWEEN NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE BETWEEN NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE BETWEEN NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE NEW AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE AND EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE EXISTING PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE PAVEMENT. SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE SAW CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE CUTTING OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE OF EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE EXISTING PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE PAVEMENT IS INCIDENTAL TO THE BID ITEM "REMOVE IS INCIDENTAL TO THE BID ITEM "REMOVE IS INCIDENTAL TO THE BID ITEM "REMOVE INCIDENTAL TO THE BID ITEM "REMOVE INCIDENTAL TO THE BID ITEM "REMOVE TO THE BID ITEM "REMOVE TO THE BID ITEM "REMOVE THE BID ITEM "REMOVE THE BID ITEM "REMOVE BID ITEM "REMOVE BID ITEM "REMOVE ITEM "REMOVE ITEM "REMOVE "REMOVE "REMOVE PAVEMENT", AND NO SEPARATE PAYMENT SHALL BE MADE. 8. CONTRACTOR SHALL APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND CONTRACTOR SHALL APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND SHALL APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND SHALL APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND APPLY TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TACK COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND COAT TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TO THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND THE SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND SAW CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND CUT ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND ASPHALT FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND FACE PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND PRIOR TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND TO PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND PAVING. CONTRACTOR SHALL SAWCUT CURB & GUTTER AND CONTRACTOR SHALL SAWCUT CURB & GUTTER AND CONTRACTOR SHALL SAWCUT CURB & GUTTER AND SHALL SAWCUT CURB & GUTTER AND SHALL SAWCUT CURB & GUTTER AND SAWCUT CURB & GUTTER AND SAWCUT CURB & GUTTER AND CURB & GUTTER AND CURB & GUTTER AND & GUTTER AND & GUTTER AND GUTTER AND GUTTER AND AND AND SIDEWALK AT THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AT THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AT THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE NEAREST JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE JOINT AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AT OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE OR BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE BEYOND REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE REMOVAL LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE LIMITS OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE OR AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE AS DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE DIRECTED BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE BY THE ENGINEER. TACK COAT IS INCIDENTAL TO THE THE ENGINEER. TACK COAT IS INCIDENTAL TO THE THE ENGINEER. TACK COAT IS INCIDENTAL TO THE ENGINEER. TACK COAT IS INCIDENTAL TO THE ENGINEER. TACK COAT IS INCIDENTAL TO THE TACK COAT IS INCIDENTAL TO THE TACK COAT IS INCIDENTAL TO THE TACK COAT IS INCIDENTAL TO THE COAT IS INCIDENTAL TO THE COAT IS INCIDENTAL TO THE IS INCIDENTAL TO THE IS INCIDENTAL TO THE INCIDENTAL TO THE INCIDENTAL TO THE TO THE TO THE THE THE RESPECTIVE BID ITEM. 9. CONTRACTOR SHALL MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION CONTRACTOR SHALL MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SHALL MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SHALL MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION MAINTAIN STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION STOP SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SIGNS AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION AND STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION STREET NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION NAME SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION SIGNS OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION OPERATIONAL IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION IN THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION THE PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION PROJECT AREA DURING CONSTRUCTION. CONSTRUCTION AREA DURING CONSTRUCTION. CONSTRUCTION AREA DURING CONSTRUCTION. CONSTRUCTION DURING CONSTRUCTION. CONSTRUCTION DURING CONSTRUCTION. CONSTRUCTION CONSTRUCTION. CONSTRUCTION CONSTRUCTION. CONSTRUCTION CONSTRUCTION CONSTRUCTION TRAFFIC CONTROL WILL BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR CONTROL WILL BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR CONTROL WILL BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR WILL BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR WILL BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR BE REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR REQUIRED FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR THE PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR PROTECT. SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SEE SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SECTION 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR 10.04, SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SCOPE OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR OF WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR WORK, AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR AND SECTION 70.15, TRAFFIC MAINTENANCE, FOR SECTION 70.15, TRAFFIC MAINTENANCE, FOR SECTION 70.15, TRAFFIC MAINTENANCE, FOR 70.15, TRAFFIC MAINTENANCE, FOR 70.15, TRAFFIC MAINTENANCE, FOR TRAFFIC MAINTENANCE, FOR TRAFFIC MAINTENANCE, FOR MAINTENANCE, FOR MAINTENANCE, FOR FOR FOR TRAFFIC CONTROL REQUIREMENTS. 10. LIMITS OF EXCAVATION AND BACKFILL SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. LIMITS OF EXCAVATION AND BACKFILL SHALL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER. 11. CONTRACTOR SHALL REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT CONTRACTOR SHALL REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT SHALL REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT SHALL REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT REMOVE ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT ORGANIC MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT MATERIAL FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT FROM THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT THE SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT SUBGRADE TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT TO A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT A DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT DEPTH TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT TO BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT BE DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT DETERMINED BY THE ENGINEER. CONTRACTOR SHALL NOT BY THE ENGINEER. CONTRACTOR SHALL NOT BY THE ENGINEER. CONTRACTOR SHALL NOT THE ENGINEER. CONTRACTOR SHALL NOT THE ENGINEER. CONTRACTOR SHALL NOT ENGINEER. CONTRACTOR SHALL NOT ENGINEER. CONTRACTOR SHALL NOT CONTRACTOR SHALL NOT CONTRACTOR SHALL NOT SHALL NOT SHALL NOT NOT NOT PLACE OR SHALL NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OR SHALL NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OR SHALL NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE SHALL NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE SHALL NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE NOT OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OTHERWISE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE UTILIZE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE ORGANIC MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE MATERIAL OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OR OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE OTHER DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE DELETERIOUS MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE MATERIAL FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE FOR BACKFILL, UNLESS OTHERWISE DIRECTED BY THE BACKFILL, UNLESS OTHERWISE DIRECTED BY THE BACKFILL, UNLESS OTHERWISE DIRECTED BY THE UNLESS OTHERWISE DIRECTED BY THE UNLESS OTHERWISE DIRECTED BY THE OTHERWISE DIRECTED BY THE OTHERWISE DIRECTED BY THE DIRECTED BY THE DIRECTED BY THE BY THE BY THE THE THE ENGINEER. 12. WORK AND MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO WORK AND MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO AND MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO AND MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO MATERIALS REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO REQUIRED FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO FOR REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO REMOVING LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO LITTER OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO OR DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO DEBRIS THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO THAT EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO EXIST WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO WITHIN THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO THE PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO PROJECT LIMITS ARE INCIDENTAL TO THE PROJECT AND NO LIMITS ARE INCIDENTAL TO THE PROJECT AND NO LIMITS ARE INCIDENTAL TO THE PROJECT AND NO ARE INCIDENTAL TO THE PROJECT AND NO ARE INCIDENTAL TO THE PROJECT AND NO INCIDENTAL TO THE PROJECT AND NO INCIDENTAL TO THE PROJECT AND NO TO THE PROJECT AND NO TO THE PROJECT AND NO THE PROJECT AND NO THE PROJECT AND NO PROJECT AND NO PROJECT AND NO AND NO AND NO NO NO SEPARATE PAYMENT SHALL BE MADE. 13. CONTRACTOR SHALL REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE CONTRACTOR SHALL REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE SHALL REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE SHALL REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE REPLACE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE ALL DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE DISTURBED PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE PROPERTY CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE CORNERS. PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE PAYMENT FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE FOR REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE REPLACING DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE DISTURBED PROPERTY CORNERS IS INCIDENTAL TO THE PROPERTY CORNERS IS INCIDENTAL TO THE PROPERTY CORNERS IS INCIDENTAL TO THE CORNERS IS INCIDENTAL TO THE CORNERS IS INCIDENTAL TO THE IS INCIDENTAL TO THE IS INCIDENTAL TO THE INCIDENTAL TO THE INCIDENTAL TO THE TO THE TO THE THE THE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE. 14. CONTRACTOR SHALL PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT CONTRACTOR SHALL PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT SHALL PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT SHALL PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT PLACE 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT 4-INCH THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT THICK LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT LAYER OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT OF TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT TOPSOIL AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT AND SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT SEED ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT ON ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT ALL DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT DISTURBED AREAS WHERE OTHER STABILIZED SURFACE IS NOT AREAS WHERE OTHER STABILIZED SURFACE IS NOT AREAS WHERE OTHER STABILIZED SURFACE IS NOT WHERE OTHER STABILIZED SURFACE IS NOT WHERE OTHER STABILIZED SURFACE IS NOT OTHER STABILIZED SURFACE IS NOT OTHER STABILIZED SURFACE IS NOT STABILIZED SURFACE IS NOT STABILIZED SURFACE IS NOT SURFACE IS NOT SURFACE IS NOT IS NOT IS NOT NOT NOT SPECIFIED. 15. CONTRACTOR SHALL RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT CONTRACTOR SHALL RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT SHALL RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT SHALL RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT RESTORE DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT DISTURBED PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT PROPERTY TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT TO PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT PRECONSTRUCTION CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT CONDITION(S), UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT UNLESS OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT OTHERWISE DIRECTED BY THE ENGINEER. PAYMENT DIRECTED BY THE ENGINEER. PAYMENT DIRECTED BY THE ENGINEER. PAYMENT BY THE ENGINEER. PAYMENT BY THE ENGINEER. PAYMENT THE ENGINEER. PAYMENT THE ENGINEER. PAYMENT ENGINEER. PAYMENT ENGINEER. PAYMENT PAYMENT PAYMENT PAYMENT FOR RESTORING DISTURBED PROPERTY IS INCIDENTAL TO THE CONTRACT AND NO SEPARATE PAYMENT SHALL BE MADE. 16. IF CONTAMINATED SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE IF CONTAMINATED SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTAMINATED SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTAMINATED SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE SOIL, GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE GROUNDWATER, OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE OR FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE FREE-PRODUCT ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE ARE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE ENCOUNTERED, THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONSTRUCTION CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE SHALL IMMEDIATELY CONTACT THE SHALL IMMEDIATELY CONTACT THE IMMEDIATELY CONTACT THE IMMEDIATELY CONTACT THE CONTACT THE CONTACT THE THE THE ENGINEER WHO WILL IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX WHO WILL IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX WHO WILL IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX WILL IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX WILL IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX IMMEDIATELY CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX CONTACT THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX THE DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX DEC PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX PREVENTION AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX AND EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX EMERGENCY RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX RESPONSE (PERP) OFFICE STAFF AT (907) 269-3063 / FAX (PERP) OFFICE STAFF AT (907) 269-3063 / FAX (PERP) OFFICE STAFF AT (907) 269-3063 / FAX OFFICE STAFF AT (907) 269-3063 / FAX OFFICE STAFF AT (907) 269-3063 / FAX STAFF AT (907) 269-3063 / FAX STAFF AT (907) 269-3063 / FAX AT (907) 269-3063 / FAX AT (907) 269-3063 / FAX (907) 269-3063 / FAX (907) 269-3063 / FAX 269-3063 / FAX 269-3063 / FAX / FAX / FAX FAX FAX (907)269-7648 IN ACCORDANCE WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED IN ACCORDANCE WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED IN ACCORDANCE WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED ACCORDANCE WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED ACCORDANCE WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED WITH SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED SPILL REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED REPORTING REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED REQUIREMENTS UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED UNDER 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED 18 AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED AAC 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED 75.300, AND COORDINATE MANAGEMENT OF ALL CONTAMINATED AND COORDINATE MANAGEMENT OF ALL CONTAMINATED AND COORDINATE MANAGEMENT OF ALL CONTAMINATED COORDINATE MANAGEMENT OF ALL CONTAMINATED COORDINATE MANAGEMENT OF ALL CONTAMINATED MANAGEMENT OF ALL CONTAMINATED MANAGEMENT OF ALL CONTAMINATED OF ALL CONTAMINATED OF ALL CONTAMINATED ALL CONTAMINATED ALL CONTAMINATED CONTAMINATED CONTAMINATED MEDIA WITH EMERGENCY RESPONSE PERSONNEL.

AutoCAD SHX Text%%UCALL BEFORE YOU DIG!

AutoCAD SHX TextCONTRACTOR SHALL CALL A MINIMUM OF

AutoCAD SHX Text3 DAYS IN ADVANCE OF CONSTRUCTION

AutoCAD SHX TextALASKA DIGLINE....907-278-3121 OR 800-478-3121

AutoCAD SHX TextCALL OR GO TO WWW.AKONECALL.COM/STATEWIDE.HTM

AutoCAD SHX TextFOR MEMBER LIST OF WHO WILL BE NOTIFIED

AutoCAD SHX TextCONTACT THE FOLLOWING UTILITIES DIRECTLY: City of Valdez Water/Waste Water 835-4888 Copper Valley Electric Association 835-4301 Copper Valley Telephone Cooperative 835-2231 GCI 220-6097

















AutoCAD SHX TextNO.

AutoCAD SHX TextA5

AutoCAD SHX TextZ:\PROJECTS\00581 VALDEZ DESIGN SERVICES\DWGS\C-KH\SHEETS\581-KH_A2_INDEX.DWG


AutoCAD SHX TextA2

AutoCAD SHX TextSOUTH HARBOR DRIVE


AutoCAD SHX TextCITY OF VALDEZ PAVEMENT MANAGEMENT PHASE 1

AutoCAD SHX TextPLANS DEVELOPED BY: KINNEY ENGINEERING, LLC 3909 ARCTIC BLVD, SUITE 400 ANCHORAGE, AK 99053 (907) 346-2373

AutoCAD SHX Text1/8/20

AutoCAD SHX TextCERT. OF AUTH. NO. AECL 1102

AutoCAD SHX TextSHEET LAYOUT

AutoCAD SHX TextBEGIN PROJECT SOUTH HARBOR DRIVE STA. 10+75

AutoCAD SHX TextEND PROJECT SOUTH HARBOR DRIVE STA. 44+00

AutoCAD SHX TextF1


AutoCAD SHX TextF2

AutoCAD SHX TextF3

AutoCAD SHX TextF4

AutoCAD SHX TextF5

AutoCAD SHX TextF6

AutoCAD SHX TextF7

AutoCAD SHX TextF8

AutoCAD SHX TextKENNICOTT AVE

AutoCAD SHX TextLIMIT OF FILL SLOPE

AutoCAD SHX TextLIMIT OF CUT SLOPE

AutoCAD SHX TextFENCE

AutoCAD SHX TextUTILITY POLE WITH LUMINAIRE

AutoCAD SHX TextTELEPHONE PEDESTAL

AutoCAD SHX TextTELEPHONE

AutoCAD SHX Text(UNDERGROUND)

AutoCAD SHX TextELECTRIC

AutoCAD SHX TextDRIVEWAY APPROACH

AutoCAD SHX TextUTILITY POLE

AutoCAD SHX TextFIRE HYDRANT

AutoCAD SHX TextPIPE CULVERT w/ END SECTION

AutoCAD SHX TextCONCRETE CURB & GUTTER

AutoCAD SHX TextCONCRETE CURB

AutoCAD SHX TextSIDEWALK

AutoCAD SHX TextSEPTIC VENTS

AutoCAD SHX TextSANITARY SEWER

AutoCAD SHX TextWATER

AutoCAD SHX TextMANHOLE SANITARY SEWER

AutoCAD SHX TextEDGE OF PAVEMENT


AutoCAD SHX Text(OVERHEAD)

AutoCAD SHX TextCABLE TV

AutoCAD SHX TextVALVE OR RISER

AutoCAD SHX TextPIPELINES:


AutoCAD SHX TextEXISTING

AutoCAD SHX TextPROPOSED

AutoCAD SHX TextCONCRETE CURB CUT

AutoCAD SHX TextGRAVEL EDGE

AutoCAD SHX TextCURB RAMPS

AutoCAD SHX TextDETECTABLE WARNING TILES

AutoCAD SHX TextMANHOLE STORM DRAIN

AutoCAD SHX TextEASEMENT

AutoCAD SHX TextTEMPORARY CONSTRUCTION

AutoCAD SHX TextPROPERTY LINE

AutoCAD SHX TextPROJECT CENTERLINE

AutoCAD SHX Text27+00

AutoCAD SHX TextELECTRICAL TRANSFORMER

AutoCAD SHX TextPATH / TRAIL

AutoCAD SHX TextROADWAY

AutoCAD SHX TextRIGHT OF WAY

AutoCAD SHX TextTOPOGRAPHY

AutoCAD SHX TextMISCELLANEOUS

AutoCAD SHX TextEASEMENT/PERMIT

AutoCAD SHX TextSTORM DRAIN STRUCTURE AND PIPE NUMBERS, APPLICABLE IF SHOWN

AutoCAD SHX TextCURB INLET CATCH BASIN

AutoCAD SHX TextFIELD INLET CATCH BASIN

AutoCAD SHX TextPARALLEL CURB RAMP

AutoCAD SHX TextFI

AutoCAD SHX TextSD

AutoCAD SHX TextSS

AutoCAD SHX TextT

AutoCAD SHX TextDITCH

AutoCAD SHX TextCONTOURS - MAJOR

AutoCAD SHX TextCONTOURS - MINOR

AutoCAD SHX Text515

AutoCAD SHX TextSTORM DRAIN

AutoCAD SHX TextTRAFFIC SIGN

AutoCAD SHX Text515

AutoCAD SHX TextUTILITIES

AutoCAD SHX TextELECTROLIER





AutoCAD SHX TextE

AutoCAD SHX TextS

AutoCAD SHX TextFI

AutoCAD SHX TextSD

AutoCAD SHX TextP1-2

AutoCAD SHX TextS1-2

AutoCAD SHX TextP1-1

AutoCAD SHX TextS1-1

AutoCAD SHX TextILLUMINATION

AutoCAD SHX TextLOAD CENTER

AutoCAD SHX TextTYPE II JUNCTION BOX

AutoCAD SHX TextRIGHT-OF-WAY

AutoCAD SHX TextTYPE IA JUNCTION BOX

AutoCAD SHX TextE

AutoCAD SHX TextUTILITIES

AutoCAD SHX TextDITCH LINING

AutoCAD SHX TextGUY WIRE

AutoCAD SHX TextFO

AutoCAD SHX TextFIBER OPTIC VAULT MANHOLE

AutoCAD SHX TextFIBER OPTIC

AutoCAD SHX TextV

AutoCAD SHX TextCABLE TV PEDESTAL

AutoCAD SHX TextGEOTECHNICAL BORE LOCATION

AutoCAD SHX TextB-X

AutoCAD SHX TextSS

AutoCAD SHX TextALUMINUM CAP

AutoCAD SHX TextALUMINUM MONUMENT

AutoCAD SHX TextTEMPORARY BENCHMARK

AutoCAD SHX TextALUMINUM CAP

AutoCAD SHX TextBRASS CAP MONUMENT

AutoCAD SHX TextSURVEY

AutoCAD SHX TextTOWER LIGHTING

AutoCAD SHX TextFO

AutoCAD SHX TextFLOW DIRECTION

AutoCAD SHX TextPIPE BURST INSERET/PULL PIT

AutoCAD SHX TextPAVEMENT

AutoCAD SHX TextSIDEWALK

AutoCAD SHX TextPROPOSED PIPE BURST OR CIPP LINER

AutoCAD SHX TextPRIVATE SIGN

AutoCAD SHX TextLEGEND SHEET

















AutoCAD SHX TextNO.

AutoCAD SHX TextA5

AutoCAD SHX TextZ:\PROJECTS\00581 VALDEZ DESIGN SERVICES\DWGS\C-KH\SHEETS\581-KH_A3_LGND.DWG


AutoCAD SHX TextA3



AutoCAD SHX TextCITY OF VALDEZ PAVEMENT MANAGEMENT PHASE 1

AutoCAD SHX TextPLANS DEVELOPED BY: KINNEY ENGINEERING, LLC 3909 ARCTIC BLVD, SUITE 400 ANCHORAGE, AK 99053 (907) 346-2373

AutoCAD SHX Text1/8/20

AutoCAD SHX TextCERT. OF AUTH. NO. AECL 1102

AutoCAD SHX TextA3

AutoCAD SHX TextROW

AutoCAD SHX TextCP

AutoCAD SHX TextTBM

AutoCAD SHX TextML, DARK GRAY

AutoCAD SHX TextSP-SM, DARK GRAY

AutoCAD SHX TextB-X

AutoCAD SHX TextSM, DARK BROWN

AutoCAD SHX TextNOTES: 1. STANDARD LEGEND AND ABBREVIATIONS SHOWN. NOT STANDARD LEGEND AND ABBREVIATIONS SHOWN. NOT LEGEND AND ABBREVIATIONS SHOWN. NOT LEGEND AND ABBREVIATIONS SHOWN. NOT AND ABBREVIATIONS SHOWN. NOT AND ABBREVIATIONS SHOWN. NOT ABBREVIATIONS SHOWN. NOT ABBREVIATIONS SHOWN. NOT SHOWN. NOT SHOWN. NOT NOT NOT ALL LEGEND ITEMS ARE PART OF THIS CONTRACT. 2. SOIL CLASSIFICATION IS BASED UPON UNIFIED SOIL CLASSIFICATION IS BASED UPON UNIFIED CLASSIFICATION IS BASED UPON UNIFIED CLASSIFICATION IS BASED UPON UNIFIED IS BASED UPON UNIFIED IS BASED UPON UNIFIED BASED UPON UNIFIED BASED UPON UNIFIED UPON UNIFIED UPON UNIFIED UNIFIED UNIFIED SOIL CLASSIFICATION (ASTM D 2487-00), SEE CLASSIFICATION (ASTM D 2487-00), SEE CLASSIFICATION (ASTM D 2487-00), SEE (ASTM D 2487-00), SEE (ASTM D 2487-00), SEE D 2487-00), SEE D 2487-00), SEE 2487-00), SEE 2487-00), SEE SEE SEE GEOTECHNICAL REPORT FOR MORE INFORMATION.

AutoCAD SHX TextTEST HOLE NUMBER

AutoCAD SHX TextTOP OF TEST HOLE

AutoCAD SHX TextBOTTOM OF TEST HOLE

AutoCAD SHX TextSOIL CLASSIFICATION, SEE NOTE 2

AutoCAD SHX TextBORE HOLE LEGEND

AutoCAD SHX TextABBREVIATIONS A.C. - ASPHALT CEMENT - ASPHALT CEMENT ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS - AMERICAN SOCIETY FOR TESTING AND MATERIALS AWWA - AMERICAN WATER WORKS ASSOCIATION - AMERICAN WATER WORKS ASSOCIATION AUX - AUXILARY - AUXILARY BF - BOARD FOOT - BOARD FOOT BRWN - BROWN - BROWN B.O.P. - BOTTOM OF PIPE - BOTTOM OF PIPE C&G - CURB AND GUTTER - CURB AND GUTTER CB - CATCH BASIN AND CONSTRUCT CATCH BASIN - CATCH BASIN AND CONSTRUCT CATCH BASIN CIPP - CURED IN PLACE PIPE - CURED IN PLACE PIPE CURED IN PLACE PIPE CMP - CORRUGATED METAL PIPE - CORRUGATED METAL PIPE C.0.V. - CITY OF VALDEZ - CITY OF VALDEZ CY - CUBIC YARD - CUBIC YARD CVEA - COPPER VALLEY ELECTRIC ASSOCIATION - COPPER VALLEY ELECTRIC ASSOCIATION DEC - DEPARTMENT OF ENVIRONMENTAL CONSERVATION - DEPARTMENT OF ENVIRONMENTAL CONSERVATION CVTC - COPPER VALLEY TELEPHONE COOPERATIVE - COPPER VALLEY TELEPHONE COOPERATIVE DI OR DIP - DUCTILE IRON PIPE - DUCTILE IRON PIPE DNSE - DENSE - DENSE DOT - DEPARTMENT OF TRANSPORTATION - DEPARTMENT OF TRANSPORTATION DRK - DARK - DARK E - EASTING OR EAST - EASTING OR EAST EA - EACH - EACH ELEV - ELEVATION - ELEVATION EX - EXISTING - EXISTING F&I - FURNISH AND INSTALL - FURNISH AND INSTALL FT - FOOT OR FEET - FOOT OR FEET GRSC - GALVANIZED RIGID STEEL CONDUIT - GALVANIZED RIGID STEEL CONDUIT GV - GATE VALVE - GATE VALVE H - HORIZONTAL - HORIZONTAL HDPE - HIGH-DENSITY POLYETHYLENE - HIGH-DENSITY POLYETHYLENE HMWPE - HIGH MOLECUL

city of valdez€¦ · north harbor drive-----sheet layout, index, and general notes. a2. 2020....

Documents