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— EXIST GRADE PUMP AND MOTOR ,, CBRE � HEERY
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<br /> SANDBAGS i z��xZ��x2'-6�� WOOD STAKE f � MATCH EXIST GRADE, TYP
<br /> SHMGLED POLYETHYLENE SHEETING : TOP OF DRUM SHALL �' DISCHARGE
<br /> PLACED OVER SLOPE. SANDBAGS AT AT 10� OCi EMBED 18° MIN � 12" PERF PIPE � / pROVIDE SOLIpVE GRADE � i
<br /> � � , �COVER
<br /> 20' OC (ROPES OR STAKES) � ,
<br /> ROPE IN LIEU OF � � . 2"x2"x36" WOOD STAKE 11 _ � � �
<br /> ADDL STAKES —� 0 � C 8' MAX OC 2 • • ti � Heery International Inc.
<br /> — IMPERVIOUS SURFACE, 2 100 East Pine Street, Suite 300
<br /> SEE NOTE 3 8 w BLOWN/PLACED CONTWUOUS 12" DIA � PROVIDE 12" MIN OF lYz" WASHED Odando, Florida 32801
<br /> Typ x GRAVEL AROUND PERIMETER OF DRUM 407.992.6300
<br /> POLYETHYLENE � OR STEEPER, OR � FILTER MEDIA - COMPOST FILTER SOCK
<br /> �I SHEET � WHERE INDICATED � � � WRAP W/ GEOTEXTILE FOR UNDERGROUND DRAWAGE
<br /> FOR USE ON PLAN � � \ „ � GRAVEL INFILL + � � AA0002293
<br /> I 1 Q � ., � EB 0005176
<br /> _ r �� i , �-P�o � EXIST GRADE 55 GALLON DRUM W/ 2" DIA
<br /> I ROW �° � � � �o� o = WEEP HOLES
<br /> . � - - , � " _ $o_ �'o l r° � � —
<br /> y i m w FILTERED RUNOFF � , � � � ��-� 'z WIRE TIES S N O H O MIS H
<br /> - BURY & BACKFILL SHEET W/ ( �
<br /> COMPACTED, �" - 1J�" WASHED NOTES: �'a • � � � COUNTY
<br /> NOTES� GRAVEL, TYP • • • �i � �
<br /> 1. COMPOST FILTER SOCK SHALL NOT BE USED FOR MORE THAN 3 • • ' � CO U RTH O US E
<br /> 1. SHEETING TO COVER ALL BARE SOIL ON SLOPE. MONTHS. REPLACE AS RE�UIRED. • � • -� RE N OVATIO N
<br /> 2. SHEETING TO OVERLAP A MINIMUM OF 12 INCHES. PLACE SANDBAG ANCHORS IN CENTER OF OVERLAP. 2. BOTH ENDS OF FILTER SOCK SHALL BE EXTENDED AT LEAST 8 MIN WATER SURFACE EL - �
<br /> FEET UP SLOPE AT 45 DEGREES TO THE MAIN BARR[ER ALIGNMENT. NO PUMPING WHEN WATER ���
<br /> 3. WHEN BOTTOM OF SLOPE DOES NOT ABUT AN ADJACENT IMPERVIOUS SURFACE, A TEMPORARY COLLECTION SYSTEM SURFACE IS AT OR BELOW THIS EL --�
<br /> MUST BE INSTALLED AT THE TOE OF S�OPE TO COLLECT CLEAN RUNOFF FROM THE SHEETWG.
<br /> TEMPORARY SLOPE PROTECTION BMP C123 � COMPOST FILTER SOC (BMP C235) � SEDIMENT CATCHMENT AREA 3 projectnumber
<br /> NTS C-001, D101 G201 NTS � CD101 C-201 NTS C0101 C-201
<br /> HI-1309100
<br /> 1
<br /> consultan[s/constmction managers
<br /> MAGNUSSON �
<br /> FINISHED GRADE KL E M E NC I C
<br /> FLOOR SLAB PER PLAN - �
<br /> SEE STRUCT � (4) EA GALV BOLTS � � ASSOGATES ■ .
<br /> � , . .�u � -_ ,
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<br /> o i 2"X12" NOTCHED PRESSURE `
<br /> � � j TREATED GRADE BOARD.
<br /> 1 2" WIDE X 2" DEEP 'V' � TOP OF TRENCH = 149.00
<br /> �- . NOTCHES � 18°. TOP OF
<br /> - - DIM/COORD POINT GRADE 80ARD � 149.00 Q ,- FINISH GRADE CONC CURB, - FMISH GRADE
<br /> \ SEE LARCH
<br /> PER PLAN � �V I �
<br /> 12�� SQUARE DI GRATE �
<br /> �8�� � DRAINAGE BACKFILL � �
<br /> MM � . �. . .. . . . � �� .
<br /> Y S :
<br /> SIDES 12" MIN,
<br /> 12�� DRAIN BASIN ,� I FINISH GRADE WASHED AND TOP TYP
<br /> PER PLAN DRAINAGE
<br /> �\ I BACKFILL
<br /> � PROVIDE WLET/OUTLET � I m
<br /> � � ADAPTORS AS REQD, TYP i 6" PERF SD WASHED
<br /> � a j DRAINAGE ' B" PERF SD
<br /> 9" w FILTER FABR[C BACKFRL � PVC LMER
<br /> I o x I
<br /> � � � � � w > � w IE 6" = 145.50� � FILTER FABRIC .
<br /> i � � m i _ . — . . — _ — . . _ .
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<br /> FOUNDATION � � ^�' a a `� � �
<br /> SEE STRUC _ _ _ _ _ JE PER PLAN ,� " a � �� �
<br /> ' ��o � � `° _ . � 18i�
<br /> i ��` � FILTER FABRIC OUTLET I ��- MLET, WHERE INDICATED � 2'-0"
<br /> 4" PEAF FD -� IE, SEE PLAN - �� IE, SEE PLAN seal/slgnature
<br /> �` 4��X4° PRESSURE TREATED POST
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<br /> �`CPoE unsH�F'•G
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<br /> FOUNDATION DRAIN � AREA DRAIN 5 DISPERSAL TRENCH e INTERCEPTOR TRENCH �
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<br /> P�F�SSIOtiAI E� I�I10
<br /> issued for date
<br /> � I CONSTRUCTION O5/04/2018
<br /> 1 DOCUMENTS
<br /> � i . item tlate
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<br /> � Di ASI NO. 4 07/19/2018
<br /> FIBER JOWT �� � � '�;�-
<br /> PACKING � �
<br /> � � �� IE NPPER) — — . .
<br /> i SEE PLAN
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<br /> N NOTEs
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<br /> 1. SEE CITY OF EVERETT STANDARD DRAWMG NUMBER 421 FOR A�DITIONAL MFORMATION. �
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<br /> � NTS CU102 F201
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