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SECTION 620 - COLD PLANE PAVEMENT REMOVAL <br />SECTION 490 - WORK ON EXISTING SEWERS620-C <br />ASPHALT CONCRETE PAVEMENT <br />OUTSIDE LIMIT OF COLD PLANE PAVEMENT REMOVAL <br />AND STRUCTURES <br />748 <br />QZZD <br />AND INLAY OR OVERLAY. SEE TYPICAL SECTIONS <br />490 -AB <br />FILL ABANDONED STRUCTURE <br />620 -CP <br />COLD PLANE PAVEMENT REMOVAL, VARIABLE <br />DEPTH <br />490 -ACI <br />ABANDON CURB INLET <br />620 -DG <br />DIAMOND GRIND PAVEMENT TO ACHIEVE <br />POSITIVE DRAINAGE, APPROX. SQFT <br />490 -AP <br />ABANDON PIPE IN PLACE <br />620-P-2 <br />COLD PLANE PAVEMENT REMOVAL, PROFILE 2'-0' <br />490 -AM <br />ABANDON MANHOLE IN PLACE <br />620-2 <br />COLD PLANE PAVEMENT REMOVAL, 2' <br />490 -B -MI <br />MINOR ADJUSTMENT OF JUNCTION BOX <br />620-4 <br />COLD PLANE PAVEMENT REMOVAL, 4- <br />(490 -B --MJ) <br />MAJOR ADJUSTMENT OF JUNCTION BOX <br />SECTION <br />641 -AGGREGATE SUBBASE, BASE AND <br />490-8 <br />ADJUST BOX <br />SHOULDERS <br />490 -CB <br />ADJUST CATCH BASIN <br />641 <br />SEE TYPICAL SECTION FOR AGGREGATE BASE <br />490 -CD <br />CONVERT EXISTING DRYWELL TO641- <br />CONST AGGREGATE BASE, 'THICK <br />CATCH BASIN <br />490 -CP <br />CONNECT TO EXISTING PIPE <br />641-12 <br />CONST AGGREGATE BASE, 12' THICK <br />490 -DS <br />CONNECT TO DOWN SPOUT <br />490 -EX <br />GED <br />CONST MANHOLE OVER EXISTING SEWER <br />SECTION 705 - EMULSIFIED ASPHALT PRIME COAT <br />AND EMULSIFIED <br />ASPHALT FOG COAT <br />490-H <br />CONST HIGH PRESSURE PVC WASTEWATER <br />SERVICE PIPE - AWWA C-900 COMPLIANT <br />705 -S5 -S <br />APPLY SEAL COAT <br />490-I <br />ADJUST INLET <br />G90-IT:)CONST <br />CURB INLET TOP AND LID <br />SECTION <br />706 - EMULSIFIED ASPHALT SLURRY <br />490 -MI <br />MINOR ADJUSTMENT OF MANHOLE <br />SEAL RESURFACING <br />490 <br />ANN LE <br />MINORA ADJUSTMENTOF MANHOLE, <br />706-S <br />SLURRY SEAL <br />-MI -R <br />REPLACADJUS <br />706-CS <br />CRACK SEALING AS DIRECTED <br />490 -MJ <br />MAJOR ADJUSTMENT OF MANHOLE <br />POTHOLE AND VERIFY EXISTING SERVICE DEPTH <br />490 -PH <br />G�D <br />PRIOR TO CONSTRUCTING WASTEWATER MAIN <br />490 -PP <br />PLUG PIPE <br />SECTION 745 & 746 - HOT MIX ASPHALT CONCRETE <br />490 -RC <br />RECONNECT SERVICE LINE <br />745 <br />SEE TYPICAL SECTION FOR HMAC <br />REPL CH BA IN GRATE WITH <br />745-A1- <br />CONST _"LEVEL 1, Yz" DENSE HMAC <br />490 -RG -WO <br />WHECHAIR <br />SALVAGE MANHOLE FRAME, COVER AND <br />745-A2- <br />CONST_" LEVEL 2, Yz DENSE HMAC <br />490-S <br />GRATE RETURN TO CITY OF EUGENE, PWM <br />REMOVE REPLACE DRAIN <br />745-A3- <br />CONST_" LEVEL 3, Y2" DENSE HMAC <br />490 -SD <br />490 -ST <br />MANHOLE DE AND COVER <br />CONNECT TO EXISTING STRUCTURE <br />745-B2- <br />CONST _' LEVEL 2, % DENSE HMAC <br />90 -W -XD <br />O EON EXISTING <br />WASTEWXTERIOR DROP <br />745-B3- <br />CONST_" LEVEL 3, %" DENSE HMAC <br />REMOVE AND REPLACE WASTEWATER <br />745-J <br />BUTT JOINT - SEE DETAIL <br />490 -WW <br />MANHOLE FRAME AND <br />ADJUST EXISTING WASTEWATER SERVICE <br />745 -PR <br />PAVEMENT REMOVAL. SEE DETAIL_. <br />490 -WS <br />LINE <br />SECTION 495 - TRENCH RESURFACING <br />495-A 1 RESURFACE TRENCH WITH AGGREGATE <br />495-H RESURFACE TRENCH WITH HMAC <br />495 -LS RESTORE LANDSCAPING <br />495-RRCG REMOVE AND REPLACE CURB AND GUTTER <br />495-RRCGS REMOVE AND REPLACE 5' WIDE CURB <br />AND GUTTER _ <br />490-W1- CONST_' PVC WASTEWATER PIPE REPAIR <br />STANDARD DETAIL <br />PUBLIC IMPROVEMENT <br />DESIGN STANDARDS MANUAL <br />SECTION 748 - PAVEMENT REPAIR <br />48-ACPR <br />ASPHALT CONCRETE PAVEMENT <br />REPAIR - SEE DETAIL <br />748 <br />QZZD <br />CONST AC TRANSITION PER DRAWING <br />-ACT <br />RD600(A) <br />CONCRETE PAVEMENT REPAIR <br />748 -CPR <br />- SEE DETAIL_ <br />748 -PR <br />PAVEMENT REPAIR. SEE DETAIL_. <br />TYPICAL CONSTRUCTION BUBBLE NOTES <br />CONSTRUCTION NOTES <br />JULY 2013 1 <br />BY R.RE <br />SHEET <br />4 of 11 <br />