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NOTE: WHEN RINGS ARE BEING RAISED, <br />THE CONTRACTOR SHALL BACKFILL <br />AROUND CATCH BASIN WITH CLS <br />AGGREGATE BASE MATERIAL AND <br />TAMPED TO SPECIFIED DENSITY. <br />�� a�, , <br />' � , il Ili �i�`�1�1i` Y� <br />/�,; , / MORTAR BETWEEN <br />� CASTING RINGS <br />, �AND STRUCTURE <br />�� � 27" �: �'—GRADE RINGS AND CASTING SHALL BE SEALED WITH <br />� 6" WIDE x 0.030" THICK BUTYL COMPOUND PLASTIC WRAP <br />WRAP AROUND CONE, OVER RINGS, AND TO CASTING WITH <br />NO LESS THAN 2" OVERLAP ON SEAMS <br />NOTE: SEALANT INCIDENTAL TO <br />STRUCTURE CONSTRUCTION. <br />DRAINAGE STRUCTURE CASTING DETAIL <br />STORM SEWER CATCH BASINS - ROADWAYS <br />PROPOSED BIT. WEARING COURSE <br />NOTE: WHEN RINGS ARE BEING RAISED, <br />THE CONTRACTOR SHALL BACKFILL <br />AROUND CATCH BASIN WITH CL.5 -� Z��� GRADE RINGS AND CASTING SHALL BE SEALED WITH <br />AGGREGATE BASE MATERIAL AND I� 6" WIDE x 0.030" THICK BUTYL COMPOUND PLASTIC WRAP <br />TAMPED TO SPECIFIED DENSITY. WRAP AROUND CONE, OVER RINGS, AND TO CASTING WITH <br />' NO LESS THAN 2" OVERLAP ON SEAMS <br />NOTE: SEAIANT INCIDENTAL TO <br />�f� ':��� STRUCTURECONSTRUCTION. <br />STORM AND SANITARY SEWER MANHOLE DETAIL <br />SANITARY & STORM SEWER MANHOLES - ROADWAYS <br />CURB� <br />SAW CUT OR TOOL CUT �TOOL EDGES TO 1/8" RADIUS <br />D/4 D <br />, � � , <br />CONTRACTION JOINT EXPANSION JOINT D <br />NORMAL C.& G 5' TAPER <br />PAID AS L.F. OF C.& G. <br />END CONSTRUCTION TREATMENT <br />CONCRETE CURB & GUTTER DETAILS <br />NO SCALE <br />6" CONCRETE RESIDENTIAL DRIVEWAY APRON <br />8" CONCRETE COMMERCIAL DRIVEWAY APRON <br />�� ENTRANCE � DRIVEWAY PVftANT. <br />3/4" LIP MIN. � <br />� _6A% � �-___.___..- ---- I-- <br />4" CLASS 5 � � � � �� � <br />AGGREGATE BASE � 1/2" EXP. JOINT MATERIAL <br />5-10 % ISED RABLE, 15 % MAX. <br />SECTION A-A <br />NTS <br />?— � / '�� : <br />� ' p . <br />��.. . : <br />. ..,.... . . ...��/ <br />1/2" EXP. JOINT MA�ERIAL <br />PERSPECTIVE <br />NTS <br />EXPANSION JT. <br />CONCRETE DRIVEWAY APRON DETAIL <br />NO SCALE <br />CATCH BASIN FRAME & GRATE <br />SET IN 8618 CONCRETE CURB & GUTTER <br />SEE PLAN FOR GRATE & FRAME ASSEMBLY <br />5.00' MIN. TRANSITION <br />TOP OF CURB <br />NOTE: <br />CATCH BASIN FRAME & GRATE ASSEMBLY <br />TO BE DEPRESSED 1" BELOW DESIGN GUTTER LINE. <br />5.00' MIN. TRANSITION <br />> d, ° a ° ° ^ a <br />DESIGN GUTTER LINE GRADE <br />FRAME AND CASTING EXPANSION JT. — <br />ELEVATION <br />NTS <br />� <br />e <br />PACK GROUT AROUND ALL ANNULAR � <br />OPENINGS. GROUT SHALL EXTEND <br />A MINIMUM OF 1 FOOT ON OUTSIDE <br />OF STRUCTURE ° ,I � <br />SNR��� <br />f��Rp�T <br />G <br />e' , � <br />m <br />ee <br />�����_���..�.'..:�..' / <br />STORM PIPE PENETRATION DETAIL <br />J\01308-Ci�y of Pequot Lakes\0130B0051-Pequoi Lakes - N Washing�on Improvemen5\0130B0051.000-Pequot Lakes - N WasM1ingion Improvemen�slCA�O\Civil\C-OT-0130B0051.tlwg <br />�<� <br />mm�n�n�n <br />� � w ¢ w <br />U W U O U <br />� Z � W � <br />� w � ? O <br />Q Q uJ tY <br />z Z W <br />w Q � <br />o J � <br />� <br />w <br />u <br />z <br />w F�� <br />O <br />� �,z <br />- 3`� <br />- r <br />ag <br />W��� � <br />`o_ <br />� °m <br />� <br />� <br />Q Q <br />Z � J <br />O � <br />~ w <br />Z Y Z W <br />a Z o <br />� � � � <br />� � Y w <br />� � ¢ <br />� a <br />� J <br />Z O � W <br />o �- � N <br />c� U d 2 <br />s�E7�o <br />Plottetlby:PatBeste 1/28/20141'.39�.29PM OZp�3WIDSETHSMITHNOLTING SHEET 7Of�9 <br />