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- - LAKE 3 I ------ - <br /> - ---— - - -- SHEET NOTES: <br /> - 1. RESTORE GRAVEL SURFACE. REPAIR IRRIGATION <br /> SYSTEM. IRRIGATION SYSTEM NOT SHOWN FOR <br /> CLARITY. REFER TO SHEET L-101 OF THE PROJECT <br /> DRAWINGS FOR AS-BUILT IRRIGATION DRAWING. <br /> 2. REMOVE AND REPLACE TREES WHERE NEEDED AND <br /> a _ <br /> _ -- —_- RESEED ALL DISTURBED AREAS PER SPECIFICATION <br /> 02900. <br /> 3 - + 3. CONTRACTOR SHALL PLACE END CAPS AT STATION <br /> 10+00 AND STATION 13+00 OR AT LOCATIONS <br /> DESIGNATED BY THE ENGINEER. <br /> 4. FINE GRADE ALL DISTURBED AREAS TO MATCH <br /> PRE-PROJECT GRADING. <br /> I <br /> LIMITS OF CONSTRUCTION 1APPROX L N 0 <br /> o EDGE OF GRAVEL ROAD (TYP.) -- ----- __ — _ — — <br /> SEE NOTE 1 -- -- _ � — — — <br /> ^- — — — — — — -- — — PROPOSED 8' PERFORATED PVC FRENCH DRAIN <br /> - — — — - — — — — — — — — — — — .— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — <br /> 10+00 11+00 12+00 13+00 ` A,' <br /> I 1 <br /> I <br /> - - - � - - - - - - - - - - - - 1 - - - - - - - - - - -� - - - <br /> — -' STA:13+00.00 10 <br /> — - '-' — PROPOSED 8' CLEANOUT <br /> - -- -- STA:10+00.00 _ (SEE DETAIL 2, SHEET C-501) 6 SCALE <br /> ROPOSED B' ClEANOUT — _ _ I �LZ�A�1'=27 <br /> (SEE DETAIL 2, SHEET C-501) EXISTING LAKE 2-3 INTERCONNECT — — — — — — � VERTICAL: -�a <br /> E 0 20 40 <br /> 5030 5030 <br /> 5025 EXISTING GROUND NATIVE MATERIAL RIAL)_ 5025 <br /> (TYPE C MATE <br /> -- - - RECEIVED <br /> 5020 - - ----- - 5020 <br /> • APPROX <br /> 5015 ---1 EXCAVATION 1—_._ 5015 <br /> LIMITS <br /> 1.5 1.5 <br /> 5010 -- -- --- - --- - -- ...- - - ----- 1- - -- --------- - -- 5010 <br /> P 13 1017 <br /> APPROX - - -- - ----- -. SODS <br /> -EXCAVATION -- - -- ---' PROPOSED 8 IN. PERFORATED PVC PIPE 0 1.677 SLOPE DIVISION OF RECLAMATION <br /> LIMBS <br /> s000 - sTA:10+o0.00__ ___ -_ __ 5000 MINING AND SAFETY <br /> CL ELEV:5004.50 STA:13+00.00 <br /> 4995 ------ - - -- ------- ------- -- ---- - -- --- - --CL ELEV:4999.50— 4995 <br /> APPROXIMATE BEDROCK SURFACE EXISTING LAKE 2-3 INTERCONNECT PIT-RUN SAND & GRAVEL <br /> 4990 ------ ----- ------ -- - ----24' PVC -(TYPE B MATERIAL) 4990 <br /> DOC REVIEW COMMENTS <br /> 4985 ---- - - __ - -- - -- - - ------- ---- - - _- .._ - -SCREENED BEDDING GRAVEL 4985 8/21/2017 <br /> (TYPE A MATERIAL) <br /> 4980 4980 <br /> Q 9+50 10+00 11+00 12+00 13+00 13+50 <br /> M-1982-147 TR05 <br /> 51 A;. SUB CONSULTANT PRIME CONSULTANT PROJECT TITLE SHEET TITyE <br /> Lwk[aneanD MANN LAKES FRENCH DRAIN PROJECT <br /> a.Mocu+reytne FRENCH DRAIN PLAN AND PROFILE <br /> OWN By CHh•D APP'O DWG DATE 9 5/17 <br /> VVEMCK DJW RDD <br /> SCALE <br /> >; Responsive partner,Exceptional outcomes <br /> y PROJECT N0. SHEET N0. REV N0. <br /> 4025 AUTOMATION WAY, BLDG E (PHONE): 970-223-4705 COTCMD101 C-201 <br /> RE'+ REVISION DESCRIPTION DWN APP REV PATE FORT COLLINS,CO. 80525 (FAX): 970-223-4706 <br />