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10—)" <br /> k <br /> s-)r 0 If <br /> FINISHED GROUND SURFACE <br /> A=11-11/Y, 2. OR 3' 8" 0 BRASS DISC 3" 0 MIN BRASS DISC <br /> " — RECESS DISC BELOW SEAL ASPHALT a 3" 0 MIN <br /> PLAN OF COVER _ 9 0 _ TO CONCRETE WITH MIN <br /> WITH TAR SEAL <br /> 3" BRASS DISC RISER SECTION <br /> CASE & COVER, <br /> SEE DIMENSIONS 2"MIN HMA „ 0 a d ° <br /> C d <br /> 4—%" pi a <04 <br /> 1 <br /> " INSTALL FERROUS �� d ° a° INSTALL FERROUS °d N <br /> a a, _ 3— MATERIAL SEGMENT, >� / -. <br /> MATERIAL SEGMENT, < : d <br /> CONCRETE — 3_y" 12" LONG MIN. #5 ". A'd 12" LONG MIN. #5 Q <br /> BASE 71 BAR OR EQUIVALENT a a . BAR OR EQUIVALENT .•d• a- <br /> z COVER SECTION <br /> a _ 12" MIN _ _ 12" MIN <br /> M 5—y" <br /> 4—N4" �II V WITHIN ROADWAY OUTSIDE OF ROADWAY <br /> 2" O.D. GALVANIZED <br /> STEEL PIPE an <br /> i " _ SURVEY MONUMENT <br /> 10" GROUT 1• _ 4 �' NTS <br /> Y44" <br /> 5—� <br /> SECTION <br /> CASE SECTION <br /> MONUMENT CASE & COVER INSTALLATION GENERAL MONUMENT DETAIL NOTES <br /> NTS 1. BRASS DISCS SHALL BE SET BY A PROFESSIONAL LAND SURVEYOR LICENSED BY THE STATE OF WASHINGTON <br /> AND SHALL BEAR THE LICENSE NUMBER OF THE LAND SURVEYOR RESPONSIBLE FOR SETTING THE MONUMENT. <br /> 2. MONUMENT CASE AND COVER SHALL BE CAST IRON ASTM A48 CLASS 30. <br /> 3• LEGEND ON COVER SHALL BE )j" RAISED INTEGRALLY CAST 1" LETTER HEIGHT WITH A MIN FACE WIDTH OF <br /> 4. THE BRASS DISC SHALL BE ORIENTATED SO IT CAN BE READ WHILE THE OBSERVER IS FACING NORTH. <br /> ILENAME: TYP DET_SURVEY_MONUMENTS FEDERAL AID DEPARTMENT OF PUBLIC WORKS <br /> ATE os 30 2023 PROJECT NO. �s�°E> =��,F�� STANDARD PLANS PLAN REF <br /> E / <br /> 4o��s a � Survey Details <br /> DESIGNED BY: N/A " • Know what's below. <br /> ENTERED BY: C.R.P.NO. Cull before you dig. <br /> KlttltaS County, Washington <br /> F1T'I'I'I'AS COUNT}- OF <br /> COUNTYENGINEER:j. FredrickSO <br /> ATE <br /> N/A 411 N. RUBY ST., ELLENSBURG WA 98926 Survey Monuments 2 8 <br /> P.W.DIRECTOR: M. Cook REVISION D BY pA. (509)962-7523 www.eo.MlNta..wa.u. DATE <br />