Laserfiche WebLink
0 <br />M <br />r <br />w <br />w <br />x <br />N <br />K <br />a <br />LL <br />r <br />m <br />2 <br />T <br />N <br />3 <br />W <br />Ir <br />W <br />J <br />a <br />3 <br />Ll <br />IL <br />REV <br />PIPE OUTLET INVERT <br />ELEV.: 4811.5 FT <br />2.7' <br />12' PVC OUTLET <br />3.0' <br />18' TYPE L RIPRAP (050 = 9') <br />CROSS SECTION <br />6" TYPE II GRANULAR BEDDING <br />CELL 4 POND <br />.— ...— ...— ...— ..—_. —_.— — WATER ELEV: 4805 FT <br />PLAN VIEW <br />if <br />OUTLET PROTECTION DETAIL - PHASE I, WEST DRAIN <br />SCALE: 1" = 4' <br />PIPE OUTLET INVERT <br />ELEV. VARIES <br />EXISTING GROUND <br />12" PVC OUTLET <br />6' TYPE II GRANULAR BEDDING — <br />27" TYPE L RIPRAP (D50 = 9') <br />PIPE OUTLET PROTECTION NOTES <br />1) A 6 —INCH THICK LAYER OF TYPE II GRANULAR BCDDING <br />MATERIAL SHALL UNDERLAY THE RIPRAP. <br />2) TYPE L RIPRAP (D50 = 9') SHALL BE USED WITH A MINIMUM <br />SPECIFIC GRAVITY OF 2.65. THE RIPRAP ROCK SHALL BE <br />HARD, DURABLE, ANGULAR, AND FREE FROM CRACKS, <br />OVERBURDEN, SHALE, AND ORGANIC MATTER. NO SINGLE <br />STONE SHALL HAVE A BREADTH OR THICKNESS LESS THAN <br />ONE —THIRD ITS LENGTH. THE ROCK SHALL NOT LOSE MORE <br />THAN 40% AFTER 500 REVOLUTIONS IN AN ABRASION TEST <br />(LOS ANGLES MACHINE — ASTM C- 535 -69) AND LOSE NOT <br />MORE THAN 10% AFTER 12 CYCLES OF FREEZUIG AND THAWING <br />(AASHTO TEST 103 FOR LEDGE ROCK PROCEDURE A). <br />CROSS SECTION <br />PLAN VIEW <br />� I -.. YN <br />L RIPRAP (D50 = 9') <br />OUTLET PROTECTION DETAIL <br />PHASE I - SOUTH DRAIN <br />PHASE II - WEST DRAIN <br />tiGALL: 1- = 4 <br />EXISTING GROUND <br />12' PVC OUTLET <br />CROSS SECTION <br />PLAN VIEW <br />L RIPRAP (D50 = 9') <br />OUTLET PROTECTION DETAIL <br />PHASE II - EAST DRAIN <br />SCALE: 1' = 4' <br />EAST DRAINAGE SWALE <br />Permit #: 0 Confidental ?: RECEIVED <br />Class: Type -Seq.: <br />From: To: ZWkif <br />Doc. Name: C -A. FEB 2 2 W7 <br />Doc. Date (if no date stamp): Division of Reclamaann <br />REVISIONS Mining ar;u <br />DESCRIPTION DATE APPROVED _ -. -.. <br />BOKELMAN/WALTERS PIT EXHIBIT F SHEET 3 <br />Environmental £ tngineefring REGULAR 112 PERMIT APPLICATION DRAIN OUTLET PROTECTION DETAILS <br />PQ Sax 1921 <br />Lyons. CC 80540 LARIMER COUNTY 1 " =4' DWG NO. EXHIBIT F AR -1 SHEET 3.dwg REV _JF�_ <br />ph 303 -823 -0951 PREPARED FOR <br />fax 303- 823 -0958 LOVELAND READY MIX CONCRETE CO., INC. DRAWN BY: D �BY DATE-' SHEET <br />JVWV W 0 2/16/07 3 OF 3 <br />Y <br />Y� <br />6' TYPE II GRANULAR BEDDING — <br />27" TYPE L RIPRAP (D50 = 9') <br />PIPE OUTLET PROTECTION NOTES <br />1) A 6 —INCH THICK LAYER OF TYPE II GRANULAR BCDDING <br />MATERIAL SHALL UNDERLAY THE RIPRAP. <br />2) TYPE L RIPRAP (D50 = 9') SHALL BE USED WITH A MINIMUM <br />SPECIFIC GRAVITY OF 2.65. THE RIPRAP ROCK SHALL BE <br />HARD, DURABLE, ANGULAR, AND FREE FROM CRACKS, <br />OVERBURDEN, SHALE, AND ORGANIC MATTER. NO SINGLE <br />STONE SHALL HAVE A BREADTH OR THICKNESS LESS THAN <br />ONE —THIRD ITS LENGTH. THE ROCK SHALL NOT LOSE MORE <br />THAN 40% AFTER 500 REVOLUTIONS IN AN ABRASION TEST <br />(LOS ANGLES MACHINE — ASTM C- 535 -69) AND LOSE NOT <br />MORE THAN 10% AFTER 12 CYCLES OF FREEZUIG AND THAWING <br />(AASHTO TEST 103 FOR LEDGE ROCK PROCEDURE A). <br />CROSS SECTION <br />PLAN VIEW <br />� I -.. YN <br />L RIPRAP (D50 = 9') <br />OUTLET PROTECTION DETAIL <br />PHASE I - SOUTH DRAIN <br />PHASE II - WEST DRAIN <br />tiGALL: 1- = 4 <br />EXISTING GROUND <br />12' PVC OUTLET <br />CROSS SECTION <br />PLAN VIEW <br />L RIPRAP (D50 = 9') <br />OUTLET PROTECTION DETAIL <br />PHASE II - EAST DRAIN <br />SCALE: 1' = 4' <br />EAST DRAINAGE SWALE <br />Permit #: 0 Confidental ?: RECEIVED <br />Class: Type -Seq.: <br />From: To: ZWkif <br />Doc. Name: C -A. FEB 2 2 W7 <br />Doc. Date (if no date stamp): Division of Reclamaann <br />REVISIONS Mining ar;u <br />DESCRIPTION DATE APPROVED _ -. -.. <br />BOKELMAN/WALTERS PIT EXHIBIT F SHEET 3 <br />Environmental £ tngineefring REGULAR 112 PERMIT APPLICATION DRAIN OUTLET PROTECTION DETAILS <br />PQ Sax 1921 <br />Lyons. CC 80540 LARIMER COUNTY 1 " =4' DWG NO. EXHIBIT F AR -1 SHEET 3.dwg REV _JF�_ <br />ph 303 -823 -0951 PREPARED FOR <br />fax 303- 823 -0958 LOVELAND READY MIX CONCRETE CO., INC. DRAWN BY: D �BY DATE-' SHEET <br />JVWV W 0 2/16/07 3 OF 3 <br />