2017-09-13_REVISION - M1982147 - Laserfiche WebLink

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R 100 FT.t al a E1 FT.t- -{ VANDAL PROOF ACCESS CONCRETE COLLAR, COVER(TRAFFIC RATED d SEE DETAIL THIS SHEET MODEL) 6 FT. NATIVE BACKFILL (TYPE C)MATERIAL ,IMPORTED"PIT RUM'SAND r � VARIES 5 FT. AND GRAVEL BACKFILL j=-%t}%' x•`µ 1 1 6 FT - (TYPE B)MATERIAL 1 3 PVC CAP 10.5 =T. FABRIC 4 FT. _ CLEAN GRAVEL 8 IN.DIA.PERFORATED BEDDING(TYPE A)MATERIAL 5 FT. CLAY BARRIER PVC PIPE SLOPED AT 1.67% CLAY BARRIER 2 FT 8 IN.PVC {+-y 5 FT. 6 FT. � 24 IN.DIA.PVC B IN.X8 IN.X8IN. 2 FT. WYE AND BEND BEDROCK SURFACE 8 IN.PVC (ASTM D2729) MATERIALS: B IN.PVC PERFORATED DRAIN PIPE TYPE A MATERIAL:100%PASSING 1 IN.SIEVE 90%PASSING j IN.SIEVE END CAP 20-50%PASSING g1IN.SIEVE 0-10%PASSING NO.4 SIEVE o IT F* PVC PIPE: CONFORMING TO ASTM D2729 (REFER TO SECTION 02535) rl'� CLEANOUT SECTION DETAIL NOTES: C`�1 NOT TO SCALE 9. TYPE B MATERIAL SHALL BE IMPORTED FOR THE BACKFILL ABOVE THE TYPE A MATERIAL AND MINIMALLY 1. THE TRENCH SHALL BE CONSTRUCTED ON A CONTINUOUS GRADE WITH NO REVERSE GRADES OR LOW SPOTS. COMPACTED.THIS MATERIAL SHALL BE CLEAN SAND AND GRAVELS EXHIBITING A MINIMUM OF FINES(LESS THAN 10% PASSING THE#200 SIEVE).LOCAL MATERIAL MAY BE AVAILABLE IN STOCKPILE. 2. THE TOP 61N.OF ROADWAY MATERIAL SHALL BE REMOVED AND STOCKPILED FOR THE FINISH SURFACE OF THE ROAD. 10.EXCAVATED MATERIAL SHALL BE USED AS NATIVE BACKFILL. TYPE C MATERIAL PLACED DIRECTLY UNDERLYING 3. ALL MATERIAL REMOVED FROM THE EXCAVATION SHALL BE TEMPORARILY STOCKPILED AT AN ON-SITE LOCATION.A PROPOSED ROAD(ROADWAY WIDTH=24 FEET)SHALL BE COMPACTED IN 6 IN.LIFTS UP TO THE EXISTING GROUND SURFACE. PORTION OF THIS MATERIAL WILL SERVE AS THE FINAL BACKFILL.ALL REMAINING EXCESS CUT WILL BE PLACED ON-SITE AT THE ENGINEERS DIRECTION AND IN CONFORMANCE WITH FLOODPLAIN DEVELOPMENT PERMIT REQUIREMENTS. a. THREE SAMPLES OF EXCAVATED MATERIAL SHALL BE SUBMITTED FOR PROCTOR TESTING.MATERIAL WILL BE COMPACTED TO 98%STANDARD PROCTOR. 4. THE INITIAL LIFT OF BEDDING MATERIAL SHALL BE PLACED WITHIN THE TRENCH BOX.FOLLOWING PLACEMENT OF b. EXCESS MATERIAL SHALL BE STORED ON-SITE AT A LOCATION DESIGNATED BY THE ENGINEER. THE PIPE,BACKFILLING SHALL COMMENCE.BACKFILLING SHALL BE PERFORMED CONTINUOUSLY OVER THE COURSE OF THE PROJECT.NO SECTIONS OF THE PIPE SHALL REMAIN UNCOVERED AT NIGHT OR SHALL BE EXPOSED TO RAIN. BACKFILL MATERIAL SHALL BE PLACED IN THE TRENCH IN SUCH A MANNER THAT THE DRAIN PIPE IS NOT DISPLACED 11.TRENCH DETAIL IS BASED ON ASSUMED SIDE SLOPES AND ASSUMED TRENCH BOX TECHNIQUES.ALTERNATE WAYS T— OR DAMAGED. AND MEANS MAY BE PRESENTED TO THE ENGINEER A MINIMUM OF 15 DAYS IN ADVANCE OF CONSTRUCTION. e IN. 5. TYPE A MATERIALS SHALL BE PLACED CAREFULLY AROUND THE PIPE ALLOWING COMPACTION AND ELIMINATING ANY 12.TRENCH DEWATERING WILL BE REQUIRED AND SHALL BE MAINTAINED ON A 24 HOUR BASIS.CONTRACTOR IS VOIDS AROUND THE PIPE.TYPE A MATERIAL SHALL MEET GRADATIONS DEFINED ON THIS SET OF PLANS. RESPONSIBLE FOR DEWATERING PERMIT,PERMIT COMPLIANCE AND TESTING AS REQUIRED. 301N.X 30 IN.CONCRETE SLAB, MINIMUM 3000 PSI WITH AIR a. CLEAN GRAVEL FOR PIPE ENVELOPE SHOULD BE WELL-GRADED,FREE OF VEGETABLE MATTER,CLAYS, i5 N. &FROMALLEDGES ENTRAINMENT,SHALL BE INSTALLED 13.ANY GROUNDWATER INFORMATION,INCLUDING BORE LOGS AND GEOTECHNICAL REPORTS ARE PROVIDED.SEE AND OTHER DELETERIOUS SUBSTANCES.NO MORE THAN 10%PASSING THE N0.4 U.S.STANDARD IAROUND COVER AT FINISHED GRADE SIEVE. APPENDIX A-C OF THE PROJECT MANUAL. ao IN s-- #4 BAR CONTINUOUS 2 IN. 8. FILTER FABRIC SHALL BE PLACED IMMEDIATELY ABOVE THE TYPE A MATERIAL AND SHALL BE KEYED IN.THE FILTER 14.GRADATIONS OF STOCKPILE MATERIALS ARE AVAILABLE IN APPENDIX D OF THE PROJECT MANUAL. RECEIVED FABRIC SHALL CONSIST OF A LONG-CHAIN SYNTHETIC POLYMER COMPOSED OF AT LEAST 85 PERCENT BY WEIGHT PROPYLENE,ETHYLENE,OR VINYLIDENE-CHLORIDE AND SHALL CONTAIN STABILIZERS AND/OR INHIBITORS ADDED I —" TO THE BASE PLASTIC TO MAKE THE FILAMENTS RESISTANT TO DETERIORATION DUE TO ULTRAVIOLET RADIATION �15 ui. AND HEAT EXPOSURE.THE APPARENT OPENING SIZE AND WATER FLOW RATE SHALL CONFORM TO THE FOLLOWING SEP 3 2a� SPECIFICATIONS L30 IN a. APPARENT OPENING SIZES NO LARGER THAN THE U.S.STANDARD NO.70 AND SMALLER THAN NO.100. DIVISION OF RECLA TION b. WATER FLOW RATE OF AT LEAST 140 G/MIN/SF. 3 CONCRETE COLLAR DETAIL LIMING AND SAFE Y C-501 NOT TO SCALE DBC REVIEW COMMENTS 1 TRENCH DETAIL TATION 11+50 8/21/2017 C-5o1 DIMENSIONS SHALL VARY AS STATED ON CROSS SECTION) M-1982-147 TROS e SEAL SUB CONSULTANT PPIM- CON:ULTANT PROJECT TILE SHEET TITLE, Ldstaneand MANN LAKES FRENCH DRAIN PROJECT VFRENCH DRAIN TRENCH DETAILS d A.csa'iate��Int. I DWN BY CHK'D APWD DWC DATE 8/15 17 w DJW RDD SCALE Responsive partner,Exceptional outcomes PRCJECT NO. SHEET NO REv N0. 4025 AJTOMATION 'WAY, BLDG E PHONE): 970-223-4?^5 REV REVISION DESCRIPTION OWN A"rP RE`/ DA-E FORT COLAS, CO. 80525 FAX}9�0-223-4708 COTCMD101 C—SO