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A SURMOUNTABLE <br />CURB AND GUTTER <br />p <br />� p <br />p <br />Gp <br />p <br />C B <br />Dom. D pD <br />EXPANSION JOINT <br />BEGIN TRANS. TO TYPE <br />B618 CURB AND GUTTER <br />10'0" <br />2 -NO. 4 BARS DESIGN GUTTER <br />LINE GRADE <br />D p o <br />G EXP. JOINT <br />cE <br />© GUTTER FLOW LINE <br />2N0, 4 BARS <br />7„ <br />D <br />EXP. JOINT <br />Dp <br />B 2—N0. 4 BARS A <br />p^ <br />4 D V <br />D D � <br />Pp <br />G <br />D D <br />p Cd p ^ <br />g► FRAME, GRATE AND CURB <br />DIRECTION OF FLOW BOX: NEENAH R -3067—V, <br />ESS S-330 HC OR EQUAL <br />FRAME TIPPED TO MATCH <br />STREET GRADE PROFILE <br />PLAN <br />36 1/2" 10'0" <br />�-- 6" 1„ <br />a <br />0 0 <br />a a. <br />1' a <br />4 1 /2" EXP. JOINT G <br />OPENING <br />WHEN BASE OF FRAME IS LEVEL TRANSVERSELY, <br />1" SUMP FROM FLOWLINE RESULTS <br />SECTION A—A <br />FRONT TOP EDGE OF FRAME <br />FRONT TOP EDGE OF GUTTER <br />L— I " ��7�3 <br />6" EXP. JOINT <br />SECTION C—C <br />T <br />PLAN RIM ELEVATION � 6„ <br />MATCH EDGE OF GUTTER <br />NON—SHRINK MORTAR <br />MEETING CORPS OF 6" <br />ENGINEERS SPEC. <br />CRD—C-621 REQUIRED <br />p <br />IF SHIMS ARE USED. <br />SEE SPECIFICATIONS. CHIMNEY SEAL <br />p AROUND RINGS <br />ADJUSTING RINGS 2—MIN., 5—MAX, <br />MIN. 3/8" BED OF MORTAR BETWEEN <br />RINGS AND PLASTER EXTERIOR ONLY <br />WITH 2" THICK COAT <br />SECTION B—B REV: 2/2017 <br />STANDARD <br />CATCH BASIN FRAME PLACEMENT PLATE <br />SURMOUNTABLE CURB AND GUTTER No. <br />2005 <br />