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(n <br /> W <br /> 0 <br /> � � � I 72" SIPHON PIPE ¢ <br /> WATER SURFACE tVARIABLE) LAKE CHAPLAIN � � LAKE CHAPLAIN 24" RETURN PIPE <br /> � � �ASSUMED FOOTING •� , <br /> . . - - � . �- WATER SURF��CE (VARIABLE) � DEPTH <br /> _ -- � � I _ r' � <br /> � <br /> ' � <br /> � o � � 24" RETURN PIPE-�"� � m <br /> . . � _ � SUPPOI�T FOUNDATION W <br /> — � a / ,� (TYPICAL) a <br /> � N � � ' 72" SII'HON PIPE � <br /> WEATHER STATION ELECTRICAL VAULT � � � SUPPORT FOUNDATION <br /> � � I i � (TYPICAL) 2' (TYP) 15'_6" 'n Z <br /> � � � � � 4� <br /> ---- <br /> � � � � 15' (TYP> <br /> TOP OF SLOPE ---' ' <br /> � � i i f� o_ o <br /> ---- --- <br /> � � � �- �__� T-- -------------T----------- - ---T--- ------ - I I <br /> tl _ - - -- <br /> �� ---- ---- TOP OF SLOPE I I <br /> POTHOLE LOCATIONS --------T--------------T-------------- T----I- ----;- --- -T-------- ----T------ DO (U 2" PVC <br /> � EXISTING 8" DIAMETER WATER MAIN CONCRETE PIER (TYP)�� I ; � (FUTURE) <br /> �-STAIRS <br /> --�---W--- ------------W-------------- W�-- ------- -----W-------- -- -----W-, , CO t1) 4" PVC <br /> � <br /> � (FUTURE) <br /> � GRAVEL LIMITS � <br /> � GRAVEL L-IMITS <br /> , � �, � � � � SECTION D <br /> 24"(W) x 36"(D) TRENCH � I <br /> ' 24"(W) x 36"(D) TRENCH NTS �,4 <br /> z s <br /> GRAVEL LIMITS � � � `n � � + SNOHOMISH COUNTY <br /> , _ <br /> --------------� � o I , D <br /> -------------- --------------------------------------- <br /> EXIST. 6'� DIAMETER HDPE HYPOCHLORITE SEE NOTES', BELOW GRAVEL LIMITS � � I D <br /> EXIST. 1" PVC CONDUIT (FIBER) �� MARKERG(P OTE T) � ; <br /> � I PUBLIC UTILITY DISTRICT NO 1 <br /> ; �Z� <br /> EXIST. 2'� PVC CONDUIT (POWER) � <br /> � � STAIRS—�� � �=1 CONCRETE PIER (TYP) ORDER 100026548 <br /> �� � �`�� NOTES• OPERATION 0030 <br /> � , , <br /> ; � <br /> STAIRS ' ; ' �NI <br /> � N 0 T E S' SIPHON --ti ; i � 1� IN� THE VIC NITY OF THE SIPHON PIPE E WHILE WORKING SCALE NTS <br /> , BLDG ; � <br /> , , <br /> ' 1. CONTRACTOR SHALL USE EXTREME CARE WHILE WORKING ; � ; 2.CONTRACTOR SHALL HAND-DIG OR UTILIZE VACUUM DFTR McPHERSON <br /> TOP OF SLOPE � IN THE VICINITY OF THE EXISTING WATER MAIN SHOWN ' EXCAVATION EQUIPMENT FOR ALL TRENCHING WITHIN 2-FEET <br /> ON THIS DETAIL. TOP OF SLOPE i I FROM, AND BENEATH THE 72" AND 24" SIPHON PIPES <br /> � i I � i SHOWN ON THIS DETAIL. CHKR ES <br /> ', 2.CONTRACTOR SHALL HAND-DIG OR UTILIZE VACUUM � � <br /> � EXCAVATION EQUIPMENT FOR ALL TRENCHING WITHIN THE I I 3.CONTRACTOR SHALL UTILIZE HAND-OPERATED EQUIPMENT . <br /> � HATCHED AREA SHOWN ON THIS DETAIL. HATCHED AREA � � � � FOR ALL TRENCH BACKFILLING, COMPACTI�N AND RESTORATION ENGR McREYNOLDS <br /> ' EXTENDS FROM 2-FEET WEST OF THE EXISTING PVC � � WITHIN 2-FEET FROM� AND BENEATH THE 72" AND 24" <br /> � CONDUITS AND HDPE CROSSING, TO 4 BEYOND THE WATER � � SIPHON PIPES SHOWN ON THIS DETAIL. <br /> � MAIN. I I � � AP V D -_� ���.� <br /> � <br /> ' 3.CONTRACTOR SHALL UTILIZE HAND-OPERATEQ EQUIPMENT ` �` -� � � <br /> � FOR ALL TRENCH BACKFILLING, COMPACTION AND RESTORATION DATE 12/27/18 <br /> _ ; WITHIN THE ATTACHED AREA SHOWN ON THIS DETAIL. <br /> � <br /> 4.REFER TO SECTION C ON CONTRACT DRAWING 2638-13 � <br /> FOR TRENCH SECTIONS AND DETAILS <br /> TAIL 10 DETAIL 11 JACKSON <br /> D E PORTAL 2 <br /> NTS NTS DETAILS <br /> � <br /> � <br /> v <br /> vi <br /> i� <br /> ao <br /> MN <br /> t0 O� <br /> NO <br /> / <br /> O Of <br /> N� <br /> N T <br /> REV DRAWING �M <br /> - 0 2638-15 W� � <br /> �o <br /> _ �.,s ... . _ <br /> h�1�V��W�� F�R �Li�a���_ <br />