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99, <br />" <br />I <br />A U U � U � IF <br />U � � K � y <br />(B <br />sym REVISION <br />NEDC - RECORD DRAWINGS <br />A STEAM UPGRADE <br />B SITE PUMPED INDUSTRIAL WASTE <br />w <br />MATPAUNE - SEE DWG 45-YD-C720-52 <br />| <br />. <br />\ <br />� <br />CD <br />VA LT S4 <br />VAULT <br />Lo <br />Lo <br />PARTIAL PLAIN <br />BY APPROVED DATE Sym REVISION BY I APPROVED I DATE I <br />�p <br />mw <br />L� <br />THIS DESIGN AND/OR �CE_CKED' <br />SPECIFICATION IS APPROVED E7- <br />�TE SUBT <br />05,29.09 <br />TITLE <br />CK8! MASTER <br />10 <br />-LEGEND <br />ASPHALT OVERLAY <br />SEAL COAT PAVEMENT r4 <br />LIMITS OF WORK `^`--~' <br />FORMER LOCATION OF PORTABLE/AREA OF POSSIBLE <br />PAVEMENT PATCH <br />CEMENT CONCRETE PAVEMENT, DETAIL 1, SHEET <br />40-YO-501 <br />UT|L|DOR/VAULT LID <br />HYQRO3FFD <br />ASPHALT <br />PAVEMENT JOINTS WITH DOWELS <br />REINFORCED ODD -SHAPED OR IRREGULAR SLAB. SEE <br />PAVEMENT JOINTS AND REINFORCING DETAIL 8, SHEET <br />4O-YD-0505 <br />REINFORCED SPECIAL SLAB TYPE R1. SEE DETAIL 7, <br />SHEET 40-YD-0505 <br />THICKENED EDGE EXPANSION JOINT, DETAIL 5, SHEET <br />40-YD-0505 <br />EXPANSION JOINT NO THICKENED EDGE' DETAIL O' SHEET <br />40-YD-0505 <br />CONSTRUCTION JOINT WITH DOWEL BAKS, DETAIL 2' SHEET <br />40-YD-0504 <br />x�l CONSTRUCTION JOINT WITH DRILLED DOWEL BARS, DETAIL <br />2, SHEET 40-YD-05O4 <br />PCC/G|TUW|NOUS PAVEMENT JOINT' DETAIL 4, SHEET ' <br />4O-YD-0504 <br />GENERAL <br />�F-k | �� � | NOTES <br />\ � i- |U �- �� �4 � <br />�� ��� , ��' �' ��� <br />l. ALL PAVEMENT JOINTS ARE AT INDICATED SPACING WITH DOWELS, <br />EXCEPT AS NOTED. REFER TO DRAWINGS 40-YD-0501' 40-YD-0502, <br />40-YDC505 FOR PAVEMENT JOINT AND REINFORCEMENT DETAILS. <br />2. ALL PCC PAVEMENT EDGES ARE BEVELED PER DETAIL 6' <br />40-YD-0504, EXCEPT AS SHOWN OTHERWISE IN THE DRAWINGS. <br />J. ALL CONCRETE PAVEMENT SMALL HAVE A DEPTH OF 12° . ALL HMA <br />PAVEMENT SHALL HAVE A DEPTH OF 12~, ALL PAVEMENT DEPTHS IN <br />REFERENCE DETAILS SHALL BE ADJUSTED ACCORDINGLY. <br />RAISE ALL SURFACE FEATURES /EG. MANHOLES. VAULTS, <br />CLEANOUTS' ETC.) TO NEW PAVEMENT GRADES (TYP ALL <br />SHOWN). <br />SEE DETAIL SHEET C563-2 FOR CONCRETE PANEL AND <br />-�-- JOINT DETAILS (TYP ALL SHOWN) <br />BOLLARD (TYP ALL SHOWN) - SEE DETAIL SHEETS C563-3. <br />14:/~~ FIRE HYDRANT (TYP ALL SHOWN) - SEE M260 DRAWINGS. <br />SEE ENLARGED PLAN C450 FOR DETAILED SITE PLAN <br />INFORMATION. <br />SEE HORIZONTAL CONTROL PLAN C450-2 FOR CENTERLINE <br />'0io'SUED FOR CONSI=RUCT107 <br />MARCH 20, 2020 <br />...p.^ ... .'.~~ � <br />a <br />�an J0< | U� <br />� r-' -Engineer:-E~' - | K� <br />� <br />r <br />DATE <br />� <br />SYMBOL-�� _ <br />� <br />~03.20,20� <br />_ <br />| 8�� <br />� <br />C220-04 | 8c: <br />JOB NO <br />EVERETT, DWG NO. <br />(PAPER <br />cl <br />COMP NO. c <br />