10601 16TH AVE SE 2014 Plans 2022-11-30

>- U' `n � m � � � � � � SECTION 19 TO�NNSH I P 28N , RANGE 5E , �/V . M . z , o � � �. � GRADING QUANTITIES: � � J U Q � PLANTING NOTE: CUT= 5,200 C.Y. � w � FILL = 1,100 C.Y. p � � � ALL EXPOSED AREAS ARE TO BE PLANTED/MULCHED OR SEEDED � m o 3 W/IN 30 DAY'S OF PROJECT COMPLETION. MULCH ALONE MAY GRADING QUANTITIES CALCULATED USING �' "' �' WIRE FABRIC � ` � BE USED ONLY DURING TIMES WHEN THE WEATHER IS NOT AUTOCAD GRID METHOD (TIN SUBTRACTION). � n � NEWLY GRADED O R � CONDUCIVE TO SEED GERMINATION AND WHEN PLANTING IS SURFACES WERE COMPARED BASED ON THE 1 0 0 M I N I M P R A C T I C A L. H O W E V E R, T H I S M U S T B E F I R S T A P P R O V E D B Y T H E D I F F E R E N C E B E T W E E N E X I S T I N G A N D F I N A L W DISTURBED SIDE Q � � �- (SEE NOTE 2) CITY GRADE AND NO OTHER FACTORS WERE SLOP -�>\\�'\ �� \��\\� \i i�% ACCOUNTED FOR. O � � FILTER FABRIC �` ��\� 3 MATERIAL z \��\�� N 0 TE: � N � ,��,��,, Z aaaaaaa AL�EY AND CITY STREETS TO BE KEPT CLEAR \\ � °O d" \%��\\��\� � OF DIRT AND DEBRIS DURING CONSTRUCTION �e,, '7 \ �� � �� . ,,� � \ \\\�\��i\\��\ � :\\�\%i ��,�,'*��'►'j� �.� ��\\\\/\/�. \��/\/�\\�� •2�,�a.L"--��...,.,;o. � .r ,�.�:�, �: \�%\i� �\��\i��\��%�� ;�r� � �w• � NATIVE �\\ �/�\��\ � � ''��i\��\!�� :� '�` �o BACKFILL AND ' COMPACTED �� Q o-�••b1S. . �'';� ' pF �� .,� \�� i�� SO l+ � � _ 8n N M1•� -F-� PLAN � Z R/W �'" SECTION A-A ' � 3 � J FILTER FABRIC MATERIAL MIRAFI 10aX OR a „� � -�, ,� � „,,�,� � � Cn EQUIVALENT WIRE RINGS 2"x4"x14 GAUGE �i (TYPICAL) wELDEO WIRE FABRIC � n � OR EQUA� LL. 1 � � � � sEcr�oN � � Q � � W V V � � � ., � NOTES: � v Qt QUARRY SPALLS AS SPECIFIED IN: GRADING REQUIREMENTS �' v " SECTION 9-13.6 OF THE WSDOT/APWA SIEVE SIZE � PASSING STANDARD SPECIFICATIONS. 8 100 �� \\i��i��%��%\��\\�� ,�i\\i\\i�i��\!�%i��i�,, �i!�, i�\i i i� ��i�i� 3' 40 3 4 10 Q2 THE 100' MINIMUM LENGTH SHALL BE LENGTHENED AS NECESSARY TO ENSURE MATERIAL IS NOT W p N � TRACKED INTO THE PUBLIC RIGHT-OF-WAY. ALTERNATE CONSTRUCTION ENTRANCES WILL BE ALLOWED Q � � � A WITH APPROVAL OF THE CITY ENGINEER ON A CASE BY CASE BASIS, WHERE PHYSICAL SITE STEEL POSTS � � M N CONDITIONS AND SIZE DICTATE W Q °O `n � �� o.�. u � Q EXISTING DRIVEWAY RAMP, OR SITE ACCESS ROAD 15' WIDE MIN. MATERIAL MUST BE EQUAL TO � � � � ELEVATION OR BETfER THAN SPECIFIED IN NOTE 1. W W }' `'- Y � U W � � CITY OF EVERETT 4-19-1996 �� CITY OF EVERETT 4-19-1996 � W �--- PUB��c woRKs T E M P O R A R Y S I L T F E N C E date -- PUBLIC W�RKS TEMPORARY date VERETT ENGINEERING & PUBLIC 20�A veRErr ENGINEERING & PUBLIC CONSTRUCTION ENTRANCE 208 "' � SERVICES DEPARTMENT number /� SERVICES DEPARTMENT number � v Q Z V ^ Z W � W � W GRA TE EXCESS FLAP lS TR/MMED Z CA TCH BASIN O � � W �� ��II III�� — III _ iII�� LL GEOTEXTILE FLAP PINCHES II III= � BETWEEN THE GRA TE AND I I I I � � THE CA TCH BASIN L EDGE _�� I I I= 0 Z � TO SUPPORT THE INSERT. I I I I O W � � � � r , SOCK TYPE INLET FILTER SPECS: v � N O Q �, D R A I N G U A R D - O I L A N D S E D I M E N T M O D E L � � w o DIMENSIONS: 48" x 36" x 18"HIGH � O � z � _ WEIGHT (DRY); 1 LBS � � _ O � �' SEDIMENT CAPACITY: 40 LBS � � ~ Z � FLOW RATE Q 7 � w � � FILTER: 500 GPM � ` W O � � BYPASS: 700 GPM INSTALLATION WSTRUCTIONS: � �, � O 1. REMOVE GRATE. Z � 2. PLACE DRAINGUARD IN CB. n/ � U O °N° 3. REPLACE GRATE. �J— 4. TRIM EXCESS FABRIC O a REMOVAL INSTRUCTIONS: z 1. SECURE PULL STRAP AND REMOVE GRATE, 2. REMOVE INSERT 3. DISPOSE OF INSERT OR CLEAN AND REUSE. PROJ.NO. DSN.BY: NOTE: EQUIVALENT PRODUCT SHALL AT A 13-0609 JMS MINIMUM HAVE A TREATMENT FLOW RATE OF oATE: 225 GPM. 6/12/13 SCALE: ll�l�E T PRO TEC TlOIV �P� I/ED �l RE�i S� 1" = 20� DRAWING NO. NOT TO SCALE 3 ' OF