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I I <br /> r� 4€ <br /> LAKE 2 I i i LAKE 1 <br /> I I <br /> = <br /> STA = 0+40.22 STA 4+49.65 I I <br /> EXISTING ELECTRICAL LINE N: 1214858,14 <br /> N: 1215224.85 Sky'BORE PIT I I I I STA = 2+95.73 S'x5'BORE PIT /-E: 3175028.57 <br /> 0+00 0+40 0+80 1+20 1+80 2+00 12+40 2+80 C� 3+20 3+80 4+00 4+40 4+80 5+20 5+50 <br /> PROPOSED Z <br /> PIPE <br /> W 4 <br /> H i PE BORE PIPE I O a a <br /> I mWZ m <br /> I I I WZC <br /> II .7 V D W <br /> W CC <br /> I I I I z3o m <br /> Q—Z <br /> v <br /> � � I <br /> DRAFT <br /> _211 i B21 NOT FOR I- <br /> CONSTRUCTION W V <br /> 20 10 0 20 40 60 BORE DESIGN g re <br /> SGIE K RFt > c <br /> Z <br /> Y <br /> W <br /> W ~ <br /> 5015 .., LAKE 2 DESIGN WSEL: 5015 -- - - - -- - - - -- � - --- --.- --- 5015 V O <br /> 0 <br /> " \\ LAKE. 1 DESIGN WSEL: 5012 O F <br /> Lu <br /> 5010 / EXISTING ELECTRICAL LINE \ 5010 ~ G <br /> / STA: 2+95.73 <br /> / ELEV. UNKNOWN \ <br /> 5005 � \ 5005 <br /> AP IOF EXIO TIINGTE LOCATIONCLAY LINER <br /> \ <br /> 5000 a <br /> 5000 & <br /> N <br /> APPROXIMATE LOCATION \ Z <br /> 4995 EXTEND PIPE TO ABOVE EDGE OF BULKHEAD OF EXISTING CLAY LINER \ 4995 O s <br /> GRADE AND CAP TOP WITH STA: 0+40.21 BORE PIT TO BE BACKFILLED WITH CONCRETE AND WILL Ln <br /> DOMED HDPE ELECTRO ELEV: 4985.53 \ SERVE AS A BULKHEAD.DOWNSTREAM END OF <br /> FUSION CAP FOR FUTURE i EDGE OF BULKHEAD BULKHEAD WILL BE USED AS OUTLET HEADWALL FORM = Q a <br /> INCORPORATION INTO <br /> INTERCONNECT / U o <br /> STA: 4+42.57 <br /> 4990 INFRASTRUCTURE 4990 m <br /> / BORE PIT TO BE BACKFILLED ELEV: 4987.00 <br /> WITH CONCRETE AND WILL J o <br /> SERVE AS A BULKHEAD. CONCRETE BULKHEAD TO BE <br /> _ UPSTREAM END OF EXTENDED AS NECESSARY TO \ EXTEND PIPE TO ABOVE GRADE AND CAP TOP WITH <br /> BULKHEAD WILL BE USED AS APPROXIMATE - ACHIEVE 6"(MIN.)AROUND DOMED HDPE ELECTRO FUSION CAP FOR FUTURE a < a <br /> INLET HEADWALL FORM BEDROCK LINE ANNULAR SPACE OF BORE. INCORPORATION INTO INTERCONNECT 4985 N o <br /> 4985 EXACT DIN THS FIELD <br /> BE \ INFRASTRUCTURE——— ————— <br /> BACKFILL AS DETERMINED CJ THE FIELD �. <br /> NECESSARY --- --- �' o <br /> AROUND <br /> BULKHEAD WITH �� _/ BACKFILL AS NECESSARY yr• um<. 19 DEC 17 <br /> KEY_---- KEY AROUND BULKHEAD WITH `'a lob 706 <br /> EXISTING MATERIAL <br /> FROM <br /> SURFACE A 4980 nnxu: LID <br /> 4980 MATERIAL /� �FROM GEOTECHNICAL EXISTING ONSITE MATERIAL � i`.•�� u<.irn: TLS a <br /> CONCRETE BULKHEAD TO BE i BORE HOLE POINTSl�x <br /> EXTENDED AS NECESSARY TO 10' OR (,` laic <br /> 1 <br /> ACHIEVE 6"(MIN.)AROUND 10' OR ` \, ,!�/? s<el�1 = 20"H 1 = 5'V % <br /> 4975 ANNULAR SPACE OF BORE. MORE V <br /> EXACT DEPTHS TO BE MORE <br /> DETERMINED IN THE FIELD ©��`(�C � 975 e <br /> 24"OLA.HOPE ^ ` <br /> 4970 PIPE 41- oll, 5 <br /> 4970 <br /> s <br /> 8 <br /> NOTE'. <br /> CONTRACTOR TO LEAVE TOP OF BULKHEADS s <br /> EXPOSED ONCE COMPLETE.GRADING TO BE Sheet E <br /> 4965 ADJUSTED AS DIRECTED BY ENGINEER IN FIELD. <br /> 4965 <br /> v � <br /> q0 n gg q o 0�0 0 0, <br /> $� <br /> rn m m rn �m f a a rn <br /> �a <br /> ul <br /> S <br /> v <br />