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<br /> LLJ LE ND. GENERAL NOTES. . . . . . N Q
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<br /> � - - PROPERTY LINE o0 0 000 0 00 �'"o CONSTRUCTION ENTRANCE ROCK 1 . SEE SHEET C1 .1 FOR EROSION CONTROL NOTES. 7. EROSION CONTROL MEASURES SHOWN ON PLAN ARE MINIMUM REQUIREMENTS. = O
<br /> ' �°���°��g�°���°��� PAD PER COE STD DWG 201 SEE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) FOR MORE p~p �
<br /> `� TEMPORARY SILT FENCE 2. ON-SITE SOILS BELOW ELEVATION 11 MAY BE CONTAMINATED. MINIMIZE INFORMATION AND REQUIREMENTS. �
<br /> o XX - XX PER COE STD DWG 214 � TREATMENT TRAIN DISTURBANCE OF CONTAMINATED SOILS. W
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<br /> � ����,�� 8. PROVIDE TREATMENT TRAIN AS REQUIRED TO MEET WATER QUALITY • � -
<br /> o ��-��-�� EXISTING CONTOUR SD STORM PIPE 3. DEMOLISH EXISTING BUILDING, PAVEMENT, AND UTILITIES WITHIN PROJECT DISCHARGE REQUIREMENTS. PROVIDE PUMPS TO PUMP WATER TO AND OUT
<br /> i LIMITS. PERF�RM DEMOLITION IN COMPLIANCE WITH ALL FEDERAL, STATE, OF TREATMENT TRAIN AS NECESSARY. �
<br /> � - - - FLOODWAY • STORM DRAINAGE MANHOLE AND LOCAL JURISDICTIONAL REQUIREMENTS. '' � �
<br /> - 9. CONTRACTOR HAS THE OPTION TO USE PERMANENT DETENTION POND FOR � / SCALE AS SHOWN
<br /> � � � � � � PROJECT LIMITS � TEMPORARY INLET PROTECTION � 4. COORDINATE WITH CITY AND UTILITY SERVICE PROVIDERS PRIOR TO SEDIMENT POND DURING CONSTRUCTION. SEE STORM DRAINAGE PLAN FOR
<br /> o. DISCONNECTION OF SERVICES TO EXISTING BUILDING, MORE POND DETAIL. oEs. LKJ SHEET No.
<br /> o --� � � -� � � -a INTERCEPTOR DITCH 2 � DISCONNECT AND CAP C1 .o C1 .1 sca�E IN FEET Knowwhat'sIJ@I4W.
<br /> °R. PAH
<br /> . N �---{ CULVERT C1 .0 C1 .1 p PRESSURE PIPE 5. FOR STORM DRAIN DEMOLITION SEE DRAWING C3.0 "STORM DRAIN PLAN." �o 0 40 �o CaII before you dig. �"� HNK C � •O
<br /> �
<br /> 0 6. SEE ELECTRICAL PLAN FOR ELEGTRICAL SYSTEM DEMOLITION. L F.B.
<br /> >f » OF - SHEETS
<br /> NOTE: °ATE MAY 30, 2017
<br /> - o CITY OF EVERETT IF " " D s N U "
<br /> � - o
<br /> � L �E OT MEAS RE 1
<br /> o ADJUST SCALES ACCORDINGLY. NOE 212016.d08
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