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S DETAILS.dwg, 24 X 36, 6/4/2004 1:55: <br />Gu <br />dw <br />• <br />DETAIL A <br />1 1/2" 0 STAINLESS STL PIPE <br />1 1/2" X 7/8 STL PLATE PAINTED, <br />SEE BASE <br />DETAIL <br />5'-0" <br />RAILING TYPE <br />SCALE: 1" = 1' <br />1 1/2" L,r1 11 " - 1 1/2"0 SST. RAIL <br />N <br />CONT. WELD <br />CONNECTION,GRIND SMOOTH <br />45 DEGREE ANGLE <br />ti �� 1 1/2" X 7/8" STL PLATE <br />PAINTED <br />RAILING DETAIL A <br />SCALE: 1" = 1' <br />STAIR (CONC. BLOCK) <br />1 '1 /2" X 7/8" STL <br />PLATE PAINTED <br />21/2" 0 (OD) PVC SLEEVE <br />NON SHRINK GROUT <br />BASE DETAIL <br />SCALE: 1 1/2" =1'-0" <br />REVISIONS <br />1 3/4" <br />—6" CRUSHED ROCK <br />BOTTOM OF WALL STEP <br />NTS <br />3" CAP UNIT <br />1" OVERHANG (TYP <br />3" CAP UNIT <br />" STANDARD UNIT <br />TOP OF WALL STEP <br />NTS <br />i <br />r <br />3 <br />ISHED GRADE (3:1 MAX) <br />4" MULCH <br />4" TOP SOIL <br />CAP UNIT (1" <br />OVERHANG) <br />'4 �-MODULAR BLOCK UNIT <br />UNIT DRAINAGE FILL (3/4" <br />RUSHED <br />ROCK OR STONE) <br />APPROXIMATE LIMITS <br />OF EXCAVATION <br />VARIES <br />ALKWAY <br />4" PERFORATED PVC OR HDPE <br />DRAINAGE TILE <br />(IF REQUIRED) <br />TO BE DETERMINED <br />BY WALL DESIGNER <br />CRUSHED STONE <br />LEVELING PAD <br />TYPICAL REINFORCED TIERED WALL SECTION <br />NTS <br />GENERAL NOTES <br />1. RETAINING WALL, CAP UNIT AND GRID SHALL BE KEYSTONE COUNTRY MANOR OR APPROVED EQUAL USING <br />STANDARD COLORS AS SELECTED BY THE ENGINEER. <br />BY 1 DATE <br />DESIGNED BY: JAM DATE:. 5/18/04 f . CHECKED BY: CGG DATE:. <br />DRAWN BY: JJF DATE: 5/18/04 Ii APPROVED BY: SAS DATE: <br />11 VERT. SCALE: <br />HORL. SCALE:. AS SHOWN <br />0 <br />;VD <br />REGIONAL TRANSPORTATION DISTRICT <br />1600 BLAKE STREET <br />DENVER, COLORADO 80202 <br />(303) 628-9000 <br />US :36 -& McCASLIN pn,R <br />LOUISVILLE <br />MISCELLANEOUS DETAILS <br />SHEET <br />REFERENCE <br />NUMBER: <br />9OF10 <br />slonooad oodVs <br />- <br />slonooad oodvs <br />D • <br />mg <br />m <br />N <br />z <br />m <br />0 <br />slonooad oodVs <br />C <br />7,m <br />Ell <br />N z <br />z <br />z <br />8381A1f1N ONIMVUO <br />O <br />Q <br />-o <br />P <br />CD O <br />a o Q. •,<E m3 cn <br />co <br />z <br />= cD <br />CO <br />m <br />O <br />m <br />O cp <br />